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NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER - POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD 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 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
sTD. STANDARD SANITARY MANHOLE-
6" BUILDING SEWER PIPE
TEE MA TH 6" SIDE OU TLE T
1:3:5 MIX
CONCRETE
BLOCKING
6" MIN
1Pt 15
, SAN
NTS
PROPERTY LINE
z
3' -0"
FUTURE
i�
BUILDING SEWER
Z" �2 "x 4" STUD MARKING POST PAINTED
-' 6 "X6 "X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
r SURFACE CLEANOUT WITH
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
W (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
PNG p G
2 NGR
GO 2% MIN SLOPE
� HORIZONTAL
�- 6" SIDE OUTLET TEE
SEWER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE 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.
STANDARD SIDE SEWER INSTALLATION
M. (SEWER MAIN TO PROPERTY LINE)
N TS
St o ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
ADJUSTMEN
SEE NOTE
M OR TAR JC
SEE NOTE
....I I 111 r_ iM At AC- A ►IIl '-OVER
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY . BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD 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 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR 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 SHALLOW
N TS
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586MM)
DIA B.C. (SEE DETAIL)
V
R ENTON I� INS
\SEVE�%
COVER & FRAME
PLAN VIEW
25' DIA.
[635mm] 1'
3/4' C25MM]
119mm)
8 3/4' 1 2 112'
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673min]
25 1/4' DIA
[641MM] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
j [15' MM]
5/8' 23 3/8' DIA CL OPEN
[16mm] [594MM]
27 5/16' DIA
[694MM]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8' -11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
[6r►r►] r
[27Mr,J
i
1/8'
[3mm]
1/8'
CR3mml,
GASKET GROOVE DETAIL
[867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
sTD.
MA
NHOLE FRAME AND COVER
N TS
w
Of
Uj
0
z
00
4A,
.B,
IC,
tD,
.E,
48" MH
48"
6" MIN.
5 "MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
1 60"
1 8" MIN.
1 6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD 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 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
sTD. STANDARD SANITARY MANHOLE-
6" BUILDING SEWER PIPE
TEE MA TH 6" SIDE OU TLE T
1:3:5 MIX
CONCRETE
BLOCKING
6" MIN
1Pt 15
, SAN
NTS
PROPERTY LINE
z
3' -0"
FUTURE
i�
BUILDING SEWER
Z" �2 "x 4" STUD MARKING POST PAINTED
-' 6 "X6 "X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
r SURFACE CLEANOUT WITH
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
W (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
PNG p G
2 NGR
GO 2% MIN SLOPE
� HORIZONTAL
�- 6" SIDE OUTLET TEE
SEWER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE 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.
STANDARD SIDE SEWER INSTALLATION
M. (SEWER MAIN TO PROPERTY LINE)
N TS
St o ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
ADJUSTMEN
SEE NOTE
M OR TAR JC
SEE NOTE
....I I 111 r_ iM At AC- A ►IIl '-OVER
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY . BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD 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 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR 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 SHALLOW
N TS
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586MM)
DIA B.C. (SEE DETAIL)
V
R ENTON I� INS
\SEVE�%
COVER & FRAME
PLAN VIEW
25' DIA.
[635mm] 1'
3/4' C25MM]
119mm)
8 3/4' 1 2 112'
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673min]
25 1/4' DIA
[641MM] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
j [15' MM]
5/8' 23 3/8' DIA CL OPEN
[16mm] [594MM]
27 5/16' DIA
[694MM]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8' -11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
[6r►r►] r
[27Mr,J
i
1/8'
[3mm]
1/8'
CR3mml,
GASKET GROOVE DETAIL
[867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
sTD.
MA
NHOLE FRAME AND COVER
N TS
w
Of
Uj
0
z
00
LENGTH(F
0
50
100
150
200
250
300
350
400
450
CL
a-
Of w
w
Q
0
Z
°
LENGTH(F
0
50
100
150
200
250
300
350
400
450
�
a-
w
LENGTH(F
0
50
100
~
w
Q
0
z
N
150
200
250
300
350
400
450
LENGTH
LLJ
0
50
100
W
~ 150
W
200
Q
0 250
Z 300
350
400
450
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
140
220
300
380
456
536
616
696
712
708
708
280
360
440
520
600
676
748
744
736
732
728
424
500
580
660
740
780
772
764
756
748
744
564
644
720
800
808
796
788
780
772
764
760
704
784
856
836
820
808
800
792
784
776
772
844
880
860
844
832
820
808
800
792
788
780
908
1 884
868
852
840
828
820
808
804
796
788
908
888
872
856
844
836
824
1 816
1 808
1 804
796
908
888
876
860
852
840
832
1 824
816
f 808
804
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
220
300
380
456
536
616
696
768
760
752
744
440
520
600
676
756
836
840
828
812
804
792
660
740
820
896
932
908
888
868
856
840
832
880
960
1028
992
964
940
920
900
888
872
860
1100
1084
1044
1012
988
964
944
928
912
900
888
1132
1092
1056
1028
1004
984
964
948
932
920
908
1132
1096
1068
1040
1016
996
980
964
948
936
924
1132
1100
1076
1052
1028
1008
992
976
964
952
940
1132
1104
1080
11056
11036
11020
1004
988 1
976
1 964T952
1 1116
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
316
396
476
556
632
712
832
816
804
804
792
632
712
792
872
952
984
952
928
908
888
876
952
1028
1108
1132
1088
1052
1020
992
972
952
936
1268
1284
1224
1176
1132
1100
1068
1044
1020
1000
984
1360
1300
1248
1204
1164
1132
1104
1080
1056
1036
1020
1360
1308
1264
1224
1192
1160
1132
1108
1088
1068
1052
1360
1316
1276
1240
1208
1180
1156
1132
1112
1096
1076
1360
1320
1284
1252
1224
11200
1 1176
1 1152
1132
1116
1100
1360
1324
1292
1264
1236
1 1212
1 1192
1168
1 1152
1 1132
1 1116
TIME SECONDS
6 IN. DIAMETER PIPE
0
50
100
150
200
250
300
350
400
1
450
500
1
0
80
160
236
316
396
476
556
632
680
680
496
576
652
732
812
892
972
948
924
900
884
988
1068
1148
1228
1248
1192
1144
1104
1072
1044
1020
1484
1564
1484
1408
1344
1292
1248
1208
1172
1144
1116
1700
1608
1532
1464
1408
1360
1316
1280
1248
1216
1192
1700
1624
1560
1504
1452
1408
1368
1332
1304
1272
1248
1700
1636
1580
1532
1484
1444
1408
1376
1344
1316
1292
1700
1644
1596
1552
1512
1472
1440
1408
1380
1352
1328
1700
1652
1608
1568
1532
1496
1464
1436
1408
1384
1360
1700
1656
11616
1580
1548
1516
1484
1460
1432
1408
11388
TIME SECONDS
PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G.
ALLOW 2 MINUTES FOR STABILIZATION, ADDING
AIR AS REQUIRED TO STABILIZE THE PRESSURE
AT 4.0 P.S.I.G.
ALL SEWER PIPE SHALL MEET A MINIMUM AIR
PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES
WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS
OF PRESSURE, THEN THE TIME OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SANITARY SEWERS
N TS
5- 368505
S VALIGO
4N OF WAS�I,j,
.r.
38087
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