Composite Manhole Cover Within 500' of Pump Station S-8
Sanitary Sewer Lateral S-9
2.
3.
NOTES:
4.
11.
JOINT DETAILWATERSTOPDETAIL
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-1
SANITARY SEWERTYPE I MANHOLE
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6"
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PAVEMENT
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HAND FINISH SLOPES-CHANNEL ALL BASES
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CLASS "B"
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CONCRETE
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INSTALL MANHOLE ADJUSTABLE RINGS AS REQUIRED FOR GRADE 12" MAX.
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POLYETHYLENE INVERT OR CAST-IN-PLACE
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PRECAST REINFORCED ECCENTRIC CONCRETE CONE
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VARIABLE
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5"
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8"
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48"
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5"
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5'-10"
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3"
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(SLOPE SHELF TO CHANNEL)
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R
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PRE-CAST
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1.Concentric reinforced concrete cone may be used on approval of city engineer. Concentric reinforced concrete cone may be used on approval of city engineer. 2.Precast reinforced concrete manhole unit shall conform to ASTM C-478. Precast reinforced concrete manhole unit shall conform to ASTM C-478. 3.Barrel diameter of 60" required when pipe is 18" & larger or at greater than 15' in depth. Barrel diameter of 60" required when pipe is 18" & larger or at greater than 15' in depth. 4.All manholes shall be vacuum tested in the field in accordance with section 5-7.2 D leakage All manholes shall be vacuum tested in the field in accordance with section 5-7.2 D leakage of the City Standards 5.Manhole base shall be pre-cast. Manhole base shall be pre-cast. 6.All joints shall be set on "Ram-Nek" or approved equal. Interior and exterior joints & pick All joints shall be set on "Ram-Nek" or approved equal. Interior and exterior joints & pick points shall be grouted. Wrap exterior joint with Rub'R-Nek external concrete joint wrap.
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RAM-NEK GASKET
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RUB'R-NEK WRAP
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NON SHRINK GROUT
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UNDISTURBED EARTH. COMPACT SURFACE WITH PORTABLE COMPACTOR.
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SECTIONS AS REQUIRED
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ALL PIPE SECTIONS SHALL BE 2' MIN. CLEARANCE BETWEEN FITTINGS.
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MANHOLE FRAME AND COVER SHALL BE PAMTIGHT DECKING LID WITH ELASTOMER GASKET RATED FOR H20 LOADING OR APPROVED EQUAL IF WITHIN 500' OF A PUMP STATION
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SEE STANDARD DETAIL NO. R-60
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NOT TO SCALE
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â
â
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-2
SANITARY SEWERINSIDE DROP MANHOLE
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DROP BOWL MOUNTING POSITION
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INSIDE DROP PLAN VIEW
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RELINERâ INSIDE DROP BOWL INSIDE DROP BOWL SECURED WITH STAINLESS STEEL FASTENERS
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TRIM PIPE TO 2" MAX V NOTCH INVERT
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EXTERNAL PIPE COUPLER FERNCO OR EQUAL
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RELINERâ STAINLESS STEEL STAINLESS STEEL STRAPS SECURED TO STRUCTURE WITH STAINLESS STEEL FASTENERS, AT 4' INTERVALS (MIN. OF 2)
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DROP PIPE
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GLUE FITTING BELL & SPIGOT SWEEP ELBOW EMBEDDED IN CONC. AT 45° W/ SEWERFLOW
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FLOW
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SLOPE
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SLOPE
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INSIDE DROP CONNECTION
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45%%d
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INCOMING SEWER
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DROP BOWL
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OUTLET
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NOTES: 1.This type of manhole shall be used where the difference in elevation between the top of outlet pipe and This type of manhole shall be used where the difference in elevation between the top of outlet pipe and the invert of the feeder pipe exceeds 24". 2.All inside drop piping to be PVC SDR-26. All inside drop piping to be PVC SDR-26. 3.Cement all joints. Cement all joints. 4.Drop connection pipe and fittings to be same size as entering pipe. Drop connection pipe and fittings to be same size as entering pipe. 5.Clamps to be 1-1/2" x 12 gauge stainless steel. Anchored to manhole wall with 2-1/2" stainless steel Clamps to be 1-1/2" x 12 gauge stainless steel. Anchored to manhole wall with 2-1/2" stainless steel bolts 2 min at 24" o.c. (typ.). 6.Only inside drops are allowed. Only inside drops are allowed. 7.Manhole barrel size may need to be increased to accommodate inside drop. Manhole barrel size may need to be increased to accommodate inside drop. 8.Rubber ring waterstop or manhole adapter required for PVC pipe installations.Rubber ring waterstop or manhole adapter required for PVC pipe installations.
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SECTION A-A
A -1094D&L FDRY USA
ASTM A48 CL35B
MM
/ DD / YY
A A
D&L FDRY USA
CI T Y O F
L A T H R O P
SEWER
D&L SUPPLY COMPANY
PRODUCT NUMBER MATERIAL TYPE
COVER A-1094-30 GRAY IRON: ASTM A-48 CL 35B
RING A-1094-R1 GRAY IRON: ASTM A-48 CL 35B
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-3
MANHOLE FRAME ANDCOVER
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NOTE: 1.Manhole frame and cover shall be Pamtight decking lid Manhole frame and cover shall be Pamtight decking lid with Elastomer gasket rated for H2O loading or approved equal if within 500' of a pump station. 2.Manhole cover shall have raised letters and opening in Manhole cover shall have raised letters and opening in socket
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(1) EDGE PRY
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(1) LIFT SOCKET
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TOP
ELEVATION END VIEW
NOTES:
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-4
LAMP POLE
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CAST IRON CLEANOUT FRAME & COVER PER CITY STANDARD DETAIL NO. S-5.
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CLASS "B" CAST IN PLACE CONCRETE
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COLLAR CONSTRUCTED 2" BELOW FINISHED GRADE
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FINISHED GRADE PAVEMENT
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FOR BEDDING SEE DETAILS R-52
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PIPE FOR CLEAN-OUT SHALL BE THE SAME MATERIAL AS SANITARY SEWER LINE.
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SANITARY SEWER LINE
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1.6" 45 elbow. 6" 45° elbow.2.Cleanout shall be used at of end line or where approved by city engineer.Cleanout shall be used at of end line or where approved by city engineer.
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DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-5
LAMP POLECOVER
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CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-6
2.
PROPERTY LINECLEANOUT
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PVC OR DIP
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S=2%%% MIN.
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PVC
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TO BE INSTALLED PER IMPROVEMENT PLANS
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7'
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SERVICE SEWER
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WYE 45%%D
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LONG RADIUS 45%%D
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6"
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MAX.
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CONCRETE SIDEWALK
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1' - 0" MIN.
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2' - 0" MAX.
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1.All cleanout pipe and fittings shall be same size and material as the service All cleanout pipe and fittings shall be same size and material as the service sewer in which they connect. 2.All caps shall be threaded plugs. All caps shall be threaded plugs. 3.PVC pipe shall be SDR-26 minimum strength.PVC pipe shall be SDR-26 minimum strength.
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FLOW
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CAP IF ALTERNATE CONNECTION IS PROVIDED.
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ALTERNATE LATERAL CONNECTION BY HOUSE BUILDER
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VALVE BOX WITH CONCRETE LID (CHRISTY F8)
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THREADED PLUG
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PRE-GRADING INSTALLATION PRIOR TO INSTALLING CONCRETE BOX AND COVER
ENCLOSURE DETAILS: 1.FOR POTABLE WATER USE BLUE: PART # VCAS-1830-BL FOR POTABLE WATER USE BLUE: PART # VCAS-1830-BL 2.FOR RECYCLED WATER USE PURPLE: PART # VCAS-1830-PR FOR RECYCLED WATER USE PURPLE: PART # VCAS-1830-PR 3.FOR SEWER USE GREEN: PART #VCAS-1830-GR FOR SEWER USE GREEN: PART #VCAS-1830-GR
DRAW
N
CH
ECKED
QA
12/14/2020
TRU
MBU
LL M
AN
UFACTU
RIN
G
3850 H
endricks Rd.
Youngstow
n, O
hio 44515
PH
. 330-392-1323 FAX 330-392-1398
TITLE
SIZE
SCALE
DW
G N
O
Lid 6432, Fram
e 367-5635
REV
--
SH
EET 1 O
F 1
NTS
25-1/2" x 1-1/4" Lid w
/ Fram
e
Subm
ittal
PRO
DU
CT SIZE
25-1/2" O
D (40,000lb)
Meter &
Sew
er Lids
PRO
DU
CT FAM
ILY
Sanitary Sew
er - City of Lathrop
bem
anuel
B
A
A
SECTION A-A
1
Ø26 13/16
Ø36 5/16
R19 1/16
1 7/8
6 5/16
11/16
1 5/16
Worm Gear latching locations,
4 PL.
Notes:
1.) Lid w
eight =
54 lb. , Fram
e w
eight =
58 lbs. approx.
2.) Loctite (red) to be applied to threads on Retaining Bolt before final assem
bly.
3.) U
nits in inches
Ø35 1/2
7/8
5 1/2
*ALL IN
FO
RM
ATIO
N SH
OW
N IN
TH
IS FILE IS CO
NFID
EN
TIAL AN
D PRO
PRIETARY*
Frame, SMC
Lid, SMC
Flanged sleeve
T316SS
Retaining bolt & Washer
T316SS
Worm gear (Style B)
UHMWPE
Bearing
Washer
T316SS
Pentagon Bolt
T316SS
EPDM Seal
DEPARTMENT OF PUBLIC WORKS
CITY OF LATHROPDETAIL
STANDARD
S-8
COMPOSITE MANHOLECOVER WITHIN 500'OF PUMP STATION
JANUARY 2021
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CITY OF LATHROPDETAIL
STANDARD
JANUARY 2021
S-9
SANITARY SEWERLATERAL
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NOTES:
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AII services shaII be 4" inside diameter or as shown on pIan.
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2.
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See standard detail S-6 for required cIeanouts & boxes.
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(PLAN VIEW)
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WYE DETAIL
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CROSS SECTION DETAIL
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WYE
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FIOW
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MAIN
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45° ELBOW
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LATERAL
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SEWER MAIN
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12" CRUSHED ROCK
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UNDISTURBED EARTH
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WYE
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SERVICE LATERAL
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SEWER CLEANOUT SEE DETAIL S-6
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45° WYE COMBINATION
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2" 'S' STAMPED IN TOP OF CURB TO IDENTIFY SEWER SERVICE