CITY OF LATHROP

CITY OF LATHROP

Department of Public Works

DESIGN & CONSTRUCTION

Standard Details

January 2021

Sewer

Sanitary Sewer Type I Manhole S-1

Sanitary Sewer Inside Drop Manhole S-2

Manhole Frame And Cover S-3

Lamp Pole S-4

Lamp Pole Cover S-5

Property Line Cleanout S-6

Sewage Air Release Valve S-7

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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Public Works Director

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â

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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



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:



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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STANDARD

JANUARY 2021

S-5

LAMP POLECOVER

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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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City Of Lathrop

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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

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NIPPLE

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RIGID ONLY.

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BELL OR RIGID, TYP.

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90% COMPACTION

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CAP 2.

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EXISTING GROUND

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BEDDING MATERIAL

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RIGID COUPLING REQUIRED

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TO BE INSTALLED BY BUILDING CONTRACTOR

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BUILDING SERVICE SEWER EXTENSION

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BELL OR RUBBER COUPLING, TYP.



STANDARD

S-7

SEWAGE AIRRELEASE VALVE

DIMENSIONS AND WEIGHTS

NOMINAL SIZE A B WEIGHT LBS.

2" THREADED 16

5/8

25

3/8

346

2" FLANGED 16

5/8

23

13/16

366

3" 16

5/8

23

13/16

407

4" 16

5/8

23

13/16

429

6" 16

5/8

24

1/64

462

ORIFICE SIZE AREA INCH

2

AUTOMATIC ORIFICE 0.018

KINETIC ORIFICE 1.246

THREADS: NPI

FLANGES AVAILABLE IN ANSI STANDARD

PARTS LIST AND SPECIFICATION

NO. PART MATERIAL

1 FLUSHING CONNECTION POLYPROPYLENE

2 STEAL PLUG ASSEMBLY REINFORCED NYLON + RUBBER EPDM

3 FLOAT FOAMED POLYPROPYLENE

4 CLAMPING STEM REINFORCED NYLON

5 BODY REINFORCED NYLON

6 COVER STEEL DIN ST 37/ST ST SAE 316/STEEL WCB

7 O-RING BUNA-N

8 O-RING BUNA-N

9 WASHER TEFLON

10 CROWN NUT STAINLESS STEEL SAE 316

11 PLASTIC BASE REINFORCED NYLON

12 STOPPER ACETAL

13 SPRING STAINLESS STEEL SAE 316

14 WASHER STAINLESS STEEL SAE 316

15 BOLT AND NUT STAINLESS STEEL SAE 316

16 STERN STAINLESS STEEL SAE 316

17 BALL VALVE BRASS ASTM A124/POLYPROPYLENE

18 FLOAT STAINLESS STEEL SAE 316

19 BODY STEEL DIN ST 37/ST ST SAE 316/STEEL WCB

1

2

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ONLY A.R.I. MODEL D-020 SHALL BE USED

JANUARY 2021

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Drawing No:

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City Of Lathrop

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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



STANDARD

S-8

COMPOSITE MANHOLECOVER WITHIN 500'OF PUMP STATION

JANUARY 2021

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Drawing No:

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City Of Lathrop

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Date:



STANDARD

JANUARY 2021

S-9

SANITARY SEWERLATERAL

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NOTES:

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1.

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AII services shaII be 4" inside diameter or as shown on pIan.

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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

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SLOPE = " PER FT (MIN)14" PER FT (MIN)

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5' STUB AND CAP

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Revised

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Approved by:

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NOT TO SCALE

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Date:

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CITY OF LATHROP

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