TYP.

PRECAST CONCRETE MANHOLE

CONFORMING TO ASTM C-478

CASTING FRAME AND COVER AS

SPECIFIED

ASPHALTIC MASTIC OR BUTYL

RUBBER SEAL BETWEEN JOINTS

FULL HEIGHT MANHOLE

STEPS AS SPECIFIED

O-RING GASKET JOINT

BETWEEN ALL RISER AND

CONE SECTIONS PULS

1

2

"

EXTRUDABLE GASKET (KENT

SEAL OR APPROVED EQUAL)

PREFORMED HOLE TO MAXIMUM

OF PIPE O.D. +6" WITH

NON-SHRINKING CEMENT GROUT

BENCH WALLS AT MINIMUM

1

2

" PER

FOOT SLOPE

BASE LEVELING COURSE. MINIMUM

6" OF #8 CRUSHED STONE

#4 RE-BARS @ 12" O.C. EACH WAY

(STEEL MESH AREA = 0.12 SQ.IN/SQ.FT.

OR APPROVED EQUAL)

BASE 6" OR 8" PER SECTION

2'-0"

4'-0" DIA.

1'-4"

24" MAXIMUM PIPE I.D.

PRECAST CONCRETE ADJUSTER RINGS

4" MIN. - 12" MAX.

DIA.

MAX.

3'-0"

INTERNAL CHIMNEY SEAL

5" MIN.

BUTYL & PLASTIC WRAP ALL BARREL

SECTION JOINTS AND CHIMNEY

RISERS ON THE OUTSIDE OF

MANHOLE. CONSEAL CS-212 OR

EQUAL

NOT TO SCALE

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STANDARD CONSTRUCTION DETAIL

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DETAIL NO:

S-1

STANDARD SANITARY MANHOLE

34" OR 36" O.D. MIN.

PLACE

1

2

" DIAMETER EXTRUDABLE

PREFORMED GASKET MATERIAL IN

EACH KEYWAY

PRECAST CONCRETE

ADJUSTMENT RING OR

FLANGE OF CASTING

NOMINAL

1

2

" BUTYL RUBBER BASE

EXTRUDABLE PREFORMED GASKET

MATERIAL (TYP.) OR ACCEPTED

ALTERNATIVE

PLAN VIEW

GASKET DETAILSECTION A

2

4

"

I

.

D

.

A

RISER RING THICKNESS

4" - 12" OUTSIDE DIA. 34" OR 36"

1"

1/4"

1/4"

5/8"

4" M

IN

.

1"

1"

1/4"

NOT TO SCALE

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S-2

ADJUSTING RING

ROUND RUBBER GASKET

VERTICAL BEARING STRAIGHT OUT

MACHINE BEARING SURFACES

SOLID COVER

COVER BOLT. SEE NOTE 2

TWO CONCEALED

PICKHOLES

3 OR 4 - 3/8" S.S. EXPANSION

BOLTS, EQUALLY SET APART

PLAN

SECTION

36"

24-1/2"

21"

22-3/4"

PICKHOLE DETAIL

NOTES:

1. TOTAL WEIGHT OF FRAME AND LID = 335LBS. TYPE I SELF SEALING

COVER IS NOT BOLTED TO FRAME AND SHALL BE USED UNLESS TYPE ii

IS SPECIFICALLY INDICATED

2. TYPE II SELF SEALING COVER IS BOLTED TO 1 FRAME WITH FOUR "

BRONZE HEXAGONAL 2 HEAD COUNTERSUNK BOLTS

3. CASTING SHALL BE NEENAH R-1772 OR EAST JORDAN NO. 1022-2

NOT TO SCALE

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DATE:

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DETAIL NO:

S-3

STANDARD SANITARY MANHOLE FRAME AND COVER

d

LEGEND:

Bc = OUTSIDE DIAMETER

D = INSIDE DIAMETER

d = DEPTH OF BEDDING MATERIAL

BELOW PIPE

NOTE:

ALL BEDDING AND INITIAL

BACKFILL SHALL BE INSTALLED

IN 6" TO 12" BALANCED LIFTS

A MINIMUM 9" CLEARANCE SHALL

BE PROVIDED ON EACH SIDE OF

THE INSTALLED PIPE

UNDER PAVEMENT

#8 CRUSHED STONE HAND

TAMPED IN PLACE

Bc

Min. 1.25 Bc+ 12"

PAVEMENT

d

LEGEND:

Bc = OUTSIDE DIAMETER

D = INSIDE DIAMETER

d = DEPTH OF BEDDING MATERIAL

BELOW PIPE

NOTE:

ALL BEDDING AND INITIAL

BACKFILL SHALL BE INSTALLED

IN 6" TO 12" BALANCED LIFTS

A MINIMUM 9" CLEARANCE SHALL

BE PROVIDED ON EACH SIDE OF

THE INSTALLED PIPE

IN LAWN AREAS

#8 CRUSHED STONE HAND

TAMPED IN PLACE

Bc

Min. 1.25 Bc+ 12"

TOPSOIL

COMPACTED BACKFILL

12"

MIN

.

PVC & HDPE

PVC & HDPE

D

D

D = 8" TO 15" , d = 4"

D = 18" TO LARGEST PIPE SIZE , d = 8"

NOT TO SCALE

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DATE:

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DETAIL NO:

S-4

PIPE BEDDING DETAIL

INTERIOR FACE

OF MANHOLE WALL

CONCRETE DAM ADJUST

TO SUIT PIPE DIAMETER

AND FLOW

VERTICAL DROP PIPE SIZE

SHALL EQUAL THE SEWER

PIPE SIZE ENTERING THE

MANHOLE

FLOW

6"

MINIMUM ENCASEMENT IS 6" OR

EQUAL TO THE PIPE DIAMETER

(MINIMUM CONCRETE STRENGTH

OF 2500 PSI)

NOTE: REFER TO DETAIL S-1 FOR

STANDARD MANHOLE

SPECIFICATIONS

6" MIN

NOT TO SCALE

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S-5

OUTSIDE DROP DETAIL

1. WYE BRANCHES OR TEES SHALL BE INSTALLED WHERE DESIRED BY PROPERTY OWNER OR WHERE

INDICATED ON THE DRAWINGS. THEY SHALL BE EXTENDED TO PROPERTY LINE OF STREETS OR ALLEYS

OR TO DISTANCES AS SHOWN ON THE DESIGN DRAWINGS AND SHALL BE OF 6" PVC SDR 35 UNLESS

OTHERWISE SHOWN

2. DEPTH AT PROPERTY LINE SHALL BE APPROXIMATELY 8'-0" UNLESS SEWER DEPTH IS LESS, IN WHICH

EVENT A MINIMUM SLOPE OF 1/8 " PER 1"=0' SHALL BE USED.

3. HOUSE SERVICE PIPE SHALL BE PVC SDR 35 CONFORMING TO ASTM 03034 WITH GASKET JOINTS

CONFORMING TO ASTM 03212 UNLESS OTHERWISE INDICATED.

4. HOUSE SERVICE PIPE SHALL BE INSTALLED PER SAME SPECIFICATIONS & DETAIL AS FOR MAIN LINE

SEWER.

NOTES:

FROM BUILDING

6" PVC

FINISH GRADE

STANDARD CLEANOUT COVER

WITH THREADED PLUG

6" x 6" PVC SDR 35

DOUBLE CLEANOUT TEE

CLEANOUT TYPE 1

6" PVC WITH

TRACER WIRE

FINISH GRADE

NEENAH R-1976 OR EAST

JORDAN 1578 WITH SEWER

ON CASTING

6" x 6" PVC SDR 35

DOUBLE CLEANOUT TEE

6" SEWER LATERAL

36" x 36" x 6" CONCRETE APRON

WITH FIBERMESH REINFORCEMENT

MIN. 1" CLEARANCE FROM TOP OF CAP

TO BOTTOM OF CASTING

#8 STONE BELOW CONCRETE APRON

TO PREVENT SETTLING. EXTEND TO

UNDISTURBED EARTH

CLEANOUT TYPE 2

NOT TO SCALE

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STANDARD CONSTRUCTION DETAIL

DATE:

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DETAIL NO:

S-6

CLEAN OUT TYPE 1 AND 2

RIG

HT-O

F-W

AY LIN

E

1/8 BEND

MAIN SEWER LINE

COMPACTION OF BEDDING AND

BACKFILL IS CRITICAL UNDER

WYE AND BEND. IF PROPER

COMPACTION CANNOT BE

ACHIEVED, PLACE A MINIMUM

OF 6" CLASS B CONCRETE

AROUND THE 1/8 BEND

A MINIMUM 4" DIA. PIPE

CLEANOUT SHALL BE

INSTALLED WITHIN 3' OF

OUTSIDE WALL

1/8 BEND

MINIMUM 6"

LATERAL

MINIMUM 4"

LATERAL

SERVICE WYE

RIG

HT-O

F-W

AY LIN

E

BELL HOLES SHALL BE

PROVIDED UNDER PIPE

MIN. SLOPE:

1.04% OR

1/8" PER FOOT

CONNECT TO EXISTING

SERVICE OR SEAL WITH

WATERTIGHT PLUG FOR

FUTURE CONNECTION

10 GAUGE COPPER

TRACER WIRE

1/2" METAL

LOCATER ROD

PLAN VIEW

ELEVATION

NOTE: FOR SEWERS LESS THAN 15' DEEP

NOT TO SCALE

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S-7

SANITARY SEWER CONNECTION

FLOW

3" MINIMUM

4" SEWER

6" M

IN

.

CLEANOUT LOCATIONS:

1. AT THE JUNCTION OF BUILDING DRAIN AND BUILDING SEWER (NEAR

EXTERIOR FACE OF BUILDING)

2. IF BUILDING SEWER IS MORE THAN 100 FEET FROM MAIN LINE,

CLEAN-OUTS SPACING SHALL NOT EXCEED 100 FEET.

3. A CLEANOUT IS REQUIRED AT EACH BEND THAT IS GREATER THAN 45

DEGREES.

4. THERE SHALL BE NO BASEMENT DRAINS CONNECTED TO SERVICE

CONNECTION.

GENERAL REQUIREMENTS

1. THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A

MIN. ONE (1.0) FOOT ABOVE TOP NEAREST MANHOLE RIM.

2. AN APPROVED TYPE OF TWO-WAY CLEANOUT FITTING SHALL BE

INSTALLED WITHIN 5 FEET OF THE OUTSIDE OF A BUILDING, AS SHOWN

ABOVE. THE PIPE PENETRATION THROUGH A BUILDING WALL SHALL BE

PROTECTED FROM BREAKAGE BY MEANS OF A SLEEVE. THE SLEEVE SHALL

BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF THE PIPE

PENETRATING THE WALL, AND BE SEALED WITH AN APPROPRIATE

WATERPROOF SEALANT IN ACCORDANCE WITH MANUFACTURER'S

GUIDELINES.

6" MINIMUM. SEE SANITARY

SEWER TRENCHING, BEDDING

AND BACKFILL DETAIL

TEMPORARY

GLUED CAP

FOUNDATION

(FOOTER)

4" X 3" REDUCER

(6" X 6" X 6") TEE-WYE

6" PVC PIPE

FINAL GRADE

6" PVC

CAP

6" SEWER LATERAL,

SDR 35

6" x 4" REDUCER

3' M

IN

IM

UM

NOT TO SCALE

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STANDARD CONSTRUCTION DETAIL

DATE:

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DETAIL NO:

S-8

HOUSE/BUILDING SERVICE CONNECTION

8"

**

JOINT DETAIL

NOTE:

TOP OF CASTING SHALL EXTEND 0.20 FEET

MINIMUM ABOVE FINISHED GRADE. CASTINGS

MUST NOT BE WITHIN ONE (1) FOOT

HORIZONTAL DISTANCE OF ANY PAVED OR

CONCRETE SURFACES.

PRE-CAST CONCRETE

ADJUSTING RING OR

FLANGE OF CASTING

1. GREASE TRAP SHALL CONFORM TO ASTM C 478 UTILIZING 4,000 PSI CONCRETE.

CONTRACTOR MAY SUPPLY GREASE TRAP AS MANUFACTURED BY ZURN SERIES

Z-1170 OR JAY R SMITH MANUFACTURING COMPANY SERIES 8000.

1. EXTERIOR INSTALLATION MUST BE CONCRETE OR CAST IRON. STEEL GREASE TRAPS

SHALL ONLY BE INSTALLED INSIDE A BUILDING

2. GREASE TRAPS MUST BE SIZED ACCORDING TO THE INDIANA STATE BOARD OF

HEALTH BULLETIN S.E. 13, "ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL

FOR PUBLIC AND COMMERCIAL ESTABLISHMENT". SECTION 501 - "GREASE TRAPS"

AND PER LOCAL REQUIREMENTS OR CODES.

3. SHOP DRAWINGS MUST BE SUBMITTED TO OWNER FOR REVIEW AND APPROVAL.

OUTSIDE DIAMETER + 1' FOR PRE-CAST

LIQUID DEPTH

30" MINIMUM

TO 78"

MAXIMUM

1/4" STAINLESS STEEL

SUPPORT BRACKET

6"

20"

54" MINIMUM FROST LINE

1'-0" MINIMUM1" TYPICAL

2'-0" DIAMETER

(TYPICAL)

2'-0" MINIMUM 3'-0"

MAXIMUM (FOR CONCRETE

STRUCTURES)

FRAME AND COVER (TYPICAL)

24" RCP RISER

CORE DRILLED OPENING WITH RESILIENT CONNECTOR OR

CAST IN PLACE A-LOC OR APPROVED EQUAL. (TYPICAL ALL

PIPE PENETRATIONS)

EFFLUENT 6"

NO CORE WILL BE PERMITTED WITHIN 6" OF INTERNAL OR

EXTERNAL JOINTS.

6" REINFORCED CONCRETE

6" MINIMUM CRUSHED #8 STONE

MAT FOR LEVELING AND SUPPORT

#2 STONE AS REQUIRED FOR UNSTABLE SOIL CONDITIONS

NOTES:

CLEAN SAND BACKFILL TO INFLUENT

AND EFFLUENT PIPES.

TO UNDISTURBED EARTH (12" MINIMUM)

INFLUENT 6"

ALL JOINTS SHALL BE SEALED BY

AN O-RING GASKET PLUS MASTIC

(ROPE) CONFORMING TO ASTM

C990. CONTRACTOR SHALL

GROUT ALL INTERNAL JOINTS

WITH NON-SHRINK GROUT.

WET GROUT BED

4" PRE-CAST CONCRETE ADJUSTING

RINGS MINIMUM (1) (TYPICAL)

FINISHED GRADE (SLOPE AWAY FROM CASTING)

(4)

3

8

" X 3" STAINLESS STEEL

ANCHOR BOLTS (TYPICAL)

NOT TO SCALE

11/25/2020

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STANDARD CONSTRUCTION DETAIL

DATE:

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DETAIL NO:

S-9

GREASE TRAP DETAIL

* STAINLESS STEEL

SERIES 300 CLAMP

EXISTING SEWER PIPE

SERVICE

CONNECTION

* STAINLESS STEEL

SERIES 300 CLAMP

NEW FLEXIBLE TEE

SEWER SADDLE

TIGHTEN STAINLESS STEEL SERIES 300

CLAMPS TO A MINIMUM OF 60 INCH LBS.

OF TORQUE.

DESCRIPTION INLET SIZE

4" - 12" FLEXIBLE TEE SADDLE

4"

6"

INLET

SIZE

NOTE:

IINLET RANGE FROM SCH-40 PIPE DOWN TO SDR-35

PIPE WHICH INCLUDES STANDARD WEIGHT SOIL PIPE.

NOT TO SCALE

11/25/2020

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STANDARD CONSTRUCTION DETAIL

DATE:

SCALE:

DETAIL NO:

S-10

FLEXIBLE SEWER SADDLE

BENCH SLOPE:

1

2

" PER FOOT

NOT TO SCALE

11/25/2020

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STANDARD CONSTRUCTION DETAIL

DATE:

SCALE:

DETAIL NO:

S-11

STANDARD MANHOLE BENCHS

CORE DRILL OPENING

EXISTING MANHOLE

INTERIOR SURFACE OF MANHOLE RECEIVING

FORCEMAIN FLOW AND NEXT TWO DOWN

STREAM MANHOLES SHALL RECEIVE INTERIOR

EPOXY COATING

RECONSTRUCT BENCH WALLS.

SHAPE TO FORM SMOOTH FLOW

CHANNEL POURED UP TO CROWN

OF PIPE

PROPOSED SANITARY

SEWER OR FORCEMAIN

FLOW

FLEXIBLE BOOT CONNECTOR

KOR-N-SEAL OR APPROVED EQUAL

4" MIN.

NOT TO SCALE

11/25/2020

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STANDARD CONSTRUCTION DETAIL

DATE:

SCALE:

DETAIL NO:

S-12

CONNECTION TO EXISTING MANHOLE