slope shelf as required flow - greshamoregon.gov
TRANSCRIPT
PLAN
FLO
W
SECTION A-A
AA
3" MIN.
2" PIPE
PROTRUSION
PVC DROP PIPE OF DIAMETER
APPROPRIATE TO DROP BOWL SIZE PER
MANUFACTURER'S SPECIFICATIONS
CONCRETE
BACKFILL
INSTALL 45 DEG
FITTING
RELINER® OR APPROVED EQUAL STAINLESS
STEEL STRAPS SECURED TO STRUCTURE
WITH STAINLESS STEEL FASTENERS, AT 4'
INTERVALS (MIN. OF 2)
EXTERNAL PIPE COUPLER
RUBBER BOOT
RELINER® OR APPROVED
EQUAL INSIDE DROP BOWL
SECURED WITH STAINLESS
STEEL FASTENERS
FINISHED GRADE
KOR-N-SEAL OR APPROVED
EQUAL MANHOLE ADAPTER (TYP.)
SLOPE SHELF
AS REQUIRED
FILE
NAM
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PWS VERSION:
STANDARD INSIDE DROP MANHOLE
JAN 2019
301
AJT
JAN 2022
FLOW
NOTES:
1. THIS DESIGN TO BE USED FOR ALL
DROPS 2 FEET AND LESS.
PARTIAL TOP VIEW
SECTION A-A
AA
CLASS "B"
PIPE ZONE
IMPORTED SELECT (CRUSHED AGGREGATE)
BACKFILL COMPACTED TO 95% M.D.D. PER ASTM
D1557, OR C.D.F. AS REQUIRED.
6" MIN THICKNESS
OF 3/4"- COMPACTED
CRUSHED ROCK
KOR-N-SEAL
OR APPROVED
EQUAL (TYP.)
FORM CHANNEL WITH PCC
SMOOTH TO CONCRETE PIPE
INTERNAL FINISH.
4,000 PSI PCC
SLOPE SHELVES
1:12 TYP. MIN.
3"
3"
2' MAX.
30°
MINIMUM OF 12" WALL
BETWEEN PIPES
FILE
NAM
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PWS VERSION:
SHALLOW INSIDE DROP MANHOLE
MAR 2021
302
KCK
JAN 2022
NOTES:
2. MATERIAL SHALL BE GREY IRON,
ASTM A-48, CLASS 35-B.
APPROXIMATE WT. = 134 lbs.
1. ALL MANHOLES LOCATED IN-ROAD
PAVEMENT SHALL USE THE STANDARD
MANHOLE COVER AS PRODUCED BY: EJIW,
OR EQUAL
COVER BACK
SECTION
2 7/8"
24 3/4" DIA
7/8"
6" SQ
7 1/2" SQ
1/4"
9/16"
21 3/4" DIA @ BOTTOM
(2) 3/4"HOLES
ON 16 1/2" B.C.
1" LETTERING FLAT FACED
RECESSED FLUSH
15/16"
1 7/16"
(1) OPEN
PICKHOLE
3/4" LETTERING FLAT FACE
RECESSED FLUSH
1" LETTERING FLAT FACE
RECESSED FLUSH
PLAN VIEW
FILE
NAM
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(8.5
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PWS VERSION:
STANDARD WASTEWATER
MANHOLE COVER
JAN 2019
303
JDP
JAN 2022
PROD NO15 1/8"
1"
3/4"
1 5/8" DIA
1/2"
1 1/4"
1/2"
1 3/8"
3 1/8"
13/16"2 13/16"
1 7/8"
SECTION A-A
BOLT HOLE
PICK NOTCH
1 1/4"
24 3/4" DIA
PLAN
BOTTOM VIEW
AA
G
R
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(SEE DETAIL)
(2) BLIND
PICK NOTCHES
FILE
NAM
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PWS VERSION:
WASTEWATER TAMPERPROOF AND
WATERTIGHT MANHOLE COVER
MAR 2021
304
KCK
JAN 2022
1 1/4" SHARP
FACE GOTHIC
CUSTOM
LOGO
1 1/4" SHARP
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PWS VERSION:
WASTEWATER MANHOLE,
OFF-ROAD ELEVATED COVER (HINGE)
JAN 2019
305
KRB
JAN 2022
CO
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D O N O T S T A N D
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1"
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(8.5
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0 IN
CHES
)
PWS VERSION:
WASTEWATER MANHOLE,
OFF-ROAD ELEVATED COVER (PIN)
JAN 2019
306
KCK
JAN 2022
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PL
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NAM
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PWS VERSION:
SANITARY SEWER LATERAL
MAR 2021
307
KRB
JAN 2022
ON
E C
ON
TIN
UO
US
PIE
CE
O
F P
IP
E
ON
E C
ON
TIN
UO
US
PIE
CE
O
F P
IP
E
NOTES:
1. THE TAP SHALL NOT BE MADE EXCEPT IN THE PRESENCE OF A CITY INSPECTOR; NOR SHALL
ANY CONNECTION BE MADE WITHOUT CITY APPROVAL.
2. A "SEALTITE SADDLE" OR "INSERT-A-TEE" (OR APPROVED EQUAL) TYPE CONNECTION SHALL BE
USED AND SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. FUSION SADDLES
WILL BE USED FOR HDPE PIPE CONNECTIONS.
3. THE HOLE MADE IN MAIN SHALL BE CORED.
4. CENTERLINE OF TAP TO BE ABOVE SPRINGLINE.
5. 4" MAXIMUM HOLE FOR 8" MAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER.
1'-0"
6" MIN.
45° MAX.
EXISTING BEDDING
1"-0" CLASS B
PIPE ZONE
FILE
NAM
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0 IN
CHES
)
PWS VERSION:
TAP IN EXISTING MAIN FOR SANITARY
SEWER LATERAL
JAN 2019
308
KCK
JAN 2022
1. CONNECTION PLAN FOR 4 LOT COMMON LATERAL (3 LOTS SIMILAR).
CITY PRIOR TO CONSTRUCTION.
3. PRIVATE EASMENT ARRANGMENT SHOWN TO BE USED ONLY WHEN
LOT 1
LOT 2 LOT 3
LOT 4
RIG
HT
-O
F-W
AY
2. EASEMENTS TO BE RECORDED & A COPY THEREOF SUBMITTED TO
SEWER IN PUBLIC ROAD RIGHT-OF-WAY CANNOT BE USED
AS DETERMINED BY THE ENGINEER
NOTES:
PRIVATE EASEMENT, 15' MINIMUM
PRIVATE EASEMENT, 15' MINIMUM
PROPERTY LINE
CLEANOUTS
PER PLUMBING CODE
PROPERTY LINE
6" MIN. DIA. SEWER LATERAL. SANITARY SEWER
LATERAL CAN SERVE NO MORE THAN 7 LIVING UNITS.
PUBLIC SANITARY SEWER MAIN LINE
PROPERTY LINE
INSTALL STD. 4' DIA. PRECAST
MANHOLE IN 10' x 10' PUBLIC
EASEMENT. EASEMENT TO BE
APPROVED BY CITY BEFORE
RECORDING.
HOUSE LATERALS
IN PRIVATE
EASEMENTS PER
PLUMBING CODE
FILE
NAM
E: y
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CHES
)
PWS VERSION:
WASTEWATER CONNECTION, 3 OR 4 LOTS
WITH PRIVATE EASEMENTS
JAN 2019
309
KCK
JAN 2022
ON
E C
IR
CU
LA
R C
OIL
P
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TO
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ND
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CHES
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PWS VERSION:
JOINT DETAIL
REINFORCED CONCRETE (T=LESS THAN 4 5/8")
JAN 2019
310
KRB
JAN 2022
ON
E C
IR
CU
LA
R C
OIL
P
AR
ALL
EL
TO
P
IP
E E
ND
. W
EL
D O
R L
AP
AN
D T
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ND
C
OIL
.
Y (M
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T O
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WH
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1-3
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FILE
NAM
E: y
:\in
ter-
depa
rtm
enta
l\dev
elop
men
t eng
inee
ring
proj
ects
\pub
lic w
orks
stan
dard
s\2.
0 pw
s rev
ision
cop
y\de
tails
\300
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tew
ater
\was
tew
ater
cad
\311
.dw
g, P
lott
ed 1
1/30
/202
1 9:
47 A
M, B
y: K
imbe
rly B
oger
t, AN
SI F
ULL
BLE
ED A
(8.5
0 X
11.0
0 IN
CHES
)
PWS VERSION:
JOINT DETAIL
REINFORCED CONCRETE (T=4 5/8" AND
LARGER)
JAN 2019
311
KRB
JAN 2022
R
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℄ G
RO
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E
A
1
FILE
NAM
E: y
:\in
ter-
depa
rtm
enta
l\dev
elop
men
t eng
inee
ring
proj
ects
\pub
lic w
orks
stan
dard
s\2.
0 pw
s rev
ision
cop
y\de
tails
\300
_was
tew
ater
\was
tew
ater
cad
\312
.dw
g, P
lott
ed 1
1/30
/202
1 9:
48 A
M, B
y: K
imbe
rly B
oger
t, AN
SI F
ULL
BLE
ED A
(8.5
0 X
11.0
0 IN
CHES
)
PWS VERSION:
TYPICAL JOINT DETAIL AND DATA FORM
JAN 2019
312
KRB
JAN 2022