PIPE BEDDING DS-1 - govbids.com Details.pdf · ds-1 legend plan view profile center line exist. sewer exist. gas main exist. underground electric exist. water main proposed installation

REVISIONS DATE BY CHANGE

DIVISION OF ENGINEERINGCITY OF WARREN, MICHIGAN

DRAWN BY: W.L.K.

DS-1

LEGEND

PLAN VIEW

PROFILE

CENTER LINE

EXIST. SEWER

EXIST. GAS MAIN

EXIST. UNDERGROUND ELECTRIC

EXIST. WATER MAIN

PROPOSED INSTALLATION

EXIST. MANHOLE

PROPOSED MANHOLE

UTILITY POLES

FIRE HYDRANT

GATE VALVE IN WELL

EXIST. CATCH BASIN

PROP. CATCH BASIN

EXIST. INLET

PROP. INLET

EXIST. FENCE

EXIST. SWALE OR DITCH

TREES (DECIDUOUS)

TREES (EVERGREEN)

EXIST. GRAVEL ROAD

PAVEMENT REMOVAL ONLY

PAVEMENT REMOVAL & REPLACE

& WATERMAIN PLANS)

EXIST. HOUSE OR BLDG.

& LEAD WALK

SEWER OR WATER MAINS

TUNNEL, JACK OR BORE

CENTER LINE

NORTH OR WEST P OR SIDEWALK

SOUTH OR EAST P OR SIDEWALK

NORTH OR WEST HOUSE GRADE

SOUTH OR EAST HOUSE GRADE

PROPOSED GRADE

PROPOSED SEWER

G G

E E

XX X

EXIST. CULVERT

EXIST. CULVERT (WITH HDDRS. )

1234

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

N(W)

S(E)

EXISTING SEWER

3’-0"

MIN.

BE

DDIN

G

EXCAVATED

BACKFILLTHOROUGHLY COMPACTED

SPECIFICATIONS

1. WHERE TRENCHES ARE UNDER ROAD SURFACES, PAVEMENTS INCLUDING

RETURNS, CURBS, DRIVEWAYS, SIDEWALKS, PARKING AREAS OR WHERE

OR PROPOSED CONCRETE OR ASPHALT PAVEMENT OR SIDEWALK

SUCH TRENCHES SHALL BE BACKFILLED WITH COMPACTED SAND AS

PER SPECIFICATIONS.

2. DURING BACKFILL OPERATIONS THE AREA OF THE TRENCH THAT IS TO

BE SAND FILLED AND COMPACTED SHALL BE MAINTAINED AT LEAST

MATERIALS AT ALL TIMES.

DETAIL FOR BACKFILLING WITHIN 3 FEET OF

45^ SLOPE

L

L

EXIST. SIDEWALK & PROP. LINE

EXIST. PAVM’T. (SEWER

PROP. PAVM’T. (PAVING PLAN)

EXISTING OR PROPOSED PAVEMENT

O.D.

O.D.

O.D.

O.D.

2

O.D.

O.D.O.D.

TRUSS PIPE OR SOLID

WALL PLASTIC PIPE

O.D.O.D.

4

COMPACTED CLASS I, II OR

IIA GRANULAR BACKFILL

CLASS I, II OR IIA BACKFILL

COMPACTED GRANULAR

STONE OR PEA GRAVEL,

CLASS C BEDDING DETAILCLASS B MODIFIED BEDDING DETAILCLASS B BEDDING DETAILCLASS A BEDDING DETAIL

AS PER SPECIFICATIONS

CLASS I, II OR IIA

GRANULAR BACKFILL

THOROUGHLY COMPACTED

SPECIFICATIONS

O.D.

4

4

COMPACTED GRANULAR STONE

OR PEA GRAVEL, PASSING A

44

CONCRETE CRADLE

WITH WYE OPENING AT

THE TOP OF THE PIPE

PROPERTY LINE

SAND BACKFILL

SLOPING TRENCH

STANDARD SANITARY LEAD DETAIL - DEEP SEWERSTANDARD SANITARY LEAD DETAIL - SHALLOW SEWER

UNDER 16 FEET

BEDDING DETAIL NOTES

THE BEDDING DETAILS ARE FOR ALL SEWERS PLACED IN OPEN CUT EXCAVATIONS1.

2.

IN ACCORDANCE WITH SECTION 706 OF THE SPECIFICATIONS FOR SANITARY AND STORM SEWERS.

FROM ONE FOOT ABOVE THE TOP OF THE PIPE TO THE PROPOSED GRADE THE TRENCH SHALL BE BACKFILLED3.

4. CLASS B MODIFIED BEDDING SHALL BE REQUIRED FOR ALL SANITARY SEWER CONSTRUCTION UNLESS OTHERWISE

5. CLASS C BEDDING SHALL BE THE MINIMUM BEDDING REQUIRED FOR ALL STORM SEWER CONSTRUCTION.

6.

1.

SANITARY LEAD DETAIL NOTES

2. EACH SANITARY LEAD SHALL BE INSTALLED TO THE

PROPERTY LINE IN THE CENTER OF EACH LOT OR AS

OTHERWISE DIRECTED BY THE ENGINEER.

3.

TOP OF THE CURB FOR RESIDENTIAL DWELLINGS OR

AS OTHERWISE DIRECTED BY THE ENGINEER.

4. EACH SANITARY LEAD SHALL HAVE A MINIMUM SLOPE

OF 1/4 INCH PER FOOT.

EACH SANITARY LEAD SHALL BE SAND BACKFILLED

ABOVE THE PEA GRAVEL BEDDING TO THE PROPOSED

GRADE IN ACCORDANCE WITH THE SPECIFICATIONS.

5.

6.

CEMENTED IN PLACE

BEDDING AS PER

SPECIFICATIONS

PREFORMED WYE OPENINGUNDISTURBED EARTH

TOP OF THE PIPE AND SAND BACKFILL

TO GRADE AS PER SPECIFICATIONS

WYE OR PREFORMED TEE TO BE USED UNLESS

OTHERWISE APPROVED BY THE CITY ENGINEER

DESIGNED BY: T.S.S.

APPROVED BY: J.V.H.

SHEET 1 OF 1 SHEETS

STANDARD SANITARY LEAD DETAIL - DEEP SEWER

TOP OF THE PIPE AND SAND BACKFILL

TO GRADE AS PER SPECIFICATIONS

45^ OFFSET, PREFORMEDANGULAR STONE

W.L.K. UPDATED & REDRAWN

WALL PLASTIC PIPEWALL PLASTIC PIPE

DATE: 2/24/93

2/24/93

UNDISTURBED EARTH

PIPE BEDDING

AND SEWER

DETAILS

5/8" SIEVE BUT RETAINED

ON A 1/4" SIEVE

THE EDGE OF THE TRENCH IS WITHIN THREE (3) FEET OF AN EXISTING

45^ BEND

1/2" DIA. IRON ROD

O.D. + 12" MIN.

12"

MIN.

6" MIN. 6" MIN.

, 4" MIN.

6" MIN.

12"

MIN.

O.D. + 12" MIN.

12"

MIN.

12"

MIN.

O.D. + 12" MIN.

4" MIN. FOR CONCRETE

PIPE, 6" MIN. FOR SOLID

, 4" MIN. FOR CONCRETE

PIPE, 6" MIN. FOR ABS

, 4" MIN. FOR CONCRETE

PIPE, 6" MIN. FOR SOLID

IN 12" LAYERS AS PER

1500 PSI WET MIX

IN 6" LAYERS AS PER

PASSING A 5/8" SIEVE

BUT RETAINED ON A 1/4"

6" MIN.

O.D. + 12" MIN.

SIX (6) INCHES ABOVE THAT PORTION BACKFILLED WITH EXCAVATED

6"

6"

12"

4"

4"

4"

4"

12"

STONE TO 12" ABOVE

6" STONE BEDDING

4" PVC WITH 24" LONG

16 FEET AND OVER

6"

LEADS SHALL HAVE A MINIMUM DEPTH OF EIGHT AND

ONE-HALF (8.5) FEET TO A MAXIMUM DEPTH OF NINE

AND ONE-HALF (9.5) FEET FROM THE INVERT TO THE

ON PIPES OF 30" DIAMETER OR LESS THE TRENCH WIDTH AT THE TOP OF THE PIPE SHALL NOT EXCEED

THE EXTERNAL DIAMETER OF THE PIPE PLUS 16". FOR PIPES LARGER THAN 30" DIAMETER THE TRENCH

WIDTH AT THE TOP OF THE PIPE SHALL NOT EXCEED THE EXTERNAL DIAMETER OF THE PIPE PLUS 24".

SCALE: NONE

APPROVED BY THE CITY ENGINEER. (ANGULAR STONE CLASS 3G SHALL BE THE BEDDING MATERIAL FOR TRUSS PIPE)

ANGULAR STONE (3G) TO 12" ABOVE THE

ANGULAR STONE (3G) TO 12" ABOVE THE

R.M.A.8/24/06 UPDATED BEDDING MATERIAL NOTES

SIEVE. OR ANGULAR GRADED

STONE CLASS 3G.

SANITARY SEWERS 8" - 15" IN DIAMETER SHALL BE CONSTRUCTED OF PVC TRUSS PIPE W/GASKETED JOINT

SANITARY SEWERS 18" IN DIAMETER AND LARGER SHALL BE CONSTRUCTED OF CLASS IV OR BETTER R.C.S.P.(W/PREMIUM JOINT)

1/08/08 C.M.K. UPDATED PIPE TYPES

6" PVC SDR 23.5 PIPE



PVC SDR 23.5 PIPE SEWER WITH PREFORMED


ALL SANITARY LEADS SHALL BE 6" PVC SDR 23.5

SOLID WALL PIPE WITH AN APPROVED PREMIUM JOINT.

ALL SANITARY SEWER MAINS AND LATERALS 8" TO

15" IN DIAMETER SHALL BE PVC TRUSS PIPE WITH

PLUG WITH PVC STOPPER

PVC TRUSS PIPE SEWER WITH

GASKETED JOINTS MEETING ASTM D-3212.

PVC TRUSS PIPE SEWER

P.V.C. WITH BELL END

A.B.S. OR P.V.C. CROSS TO BE

ASSEMBLED FROM A MANUFACT-

URED TEE WITH A MANUFACTURED

6" SADDLE TEESOLVENT WELDED

ON TOP OF THE TEE

HALF BULKHEAD. SAME MATERIAL

AS CROSS

8" THICK REINFORCED PRECAST

CONC. BASE ON 2" SAND CUSHION

A.S.T.M. C478 RISER SECTIONS WITH

MODIFIED TONGUE AND GROVE JOINTS

AND GASKETS PER ASTM C361 SPECS.

MANHOLE DIAMETER SHALL BE 4’

FOR SUBDIVISIONS & DEVELOPED

AREA, 5’ FOR FUTURE CONNECTIONS

AND/OR POSSIBLE EXTENSIONS.

2’ MAX.

PIPE BEDDING TO 12" ABOVE

PIPE, (TYPICAL)

5’-0" DIA.

MANHOLE STEPS 16" C-C

ALUMINUM OR PLASTIC COATED

STEEL AS PER SECTION 713.02H

5’-0" DIA. FOR 18"-36" PIPE,

6’-0" DIA. FOR 42" PIPE.

MANHOLE STEPS 16" C-C ALUMINUM

OR PLASTIC COATED STEEL AS

PER SECTION 713.02H

CONCRETE FLOW CHANNEL UP TO

SPRINGLINE OF PIPE WITH �" -1 �"

GAP AT PIPE ENDS PROVIDED TO

MAINTAIN JOINT FLEXIBILITY. FILL

GAP WITH FLEXIBLE CAULKING OR

STYROFOAM.

STRAP AND ANCHOR (TYPICAL)

DROP CONNECTION SHALL BE ONE

SIZE SMALLER THAN THE MAINLINE

SEWER WITH A MIN. 6" DIA.

5’-0" DIA.

LEAVE TOP OPEN AS A CLEAN-OUT.

EXTEND CONCRETE AROUND AND

UNDER BEND TO FORM A SMOOTH

CHANNEL IN THE DIRECTION OF

FLOW.

45 P.V.C. BEND PLACED IN THE

DIRECTION OF FLOW.

PROVIDE COMPACTED ANGULAR

CRUSHED STONE BEDDING TO 12"

ABOVE INCOMING SEWER PIPE.

FOR 18"-36" SEWER, USE

FLEXIBLE WATER TIGHT

NEOPRENE ’’BOOT" MANU-

FACTURER INSTALLED.

CONCRETE CRADLE

TO FIRST PIPE JOINT,

(TYPICAL)

CONCRETE FILL AS

REQUIRED, (5" MIN.)

PRECAST CONCRETE BASE

WITH 2" SAND CUSHION

6" BLOCK OR

PRECAST CONCRETE

1).

2).

3).

4).

5).

6).

7).

GENERAL NOTES

4’ DIA.

2’ DIA.

6"

3’ MIN.

2’ MIN.

12" PIPE

MIN.

6" DIA.

6" BLOCK OR

2500 P.S.I. CONCRETE

CHANNEL (WET MIX).



2" MAX.

(TYP.)

3’ DIA.

2’-6"

MIN.

6"

3’ MIN.

PRECAST CONCRETE

4’ DIA.

6’ DIA.

6"

3’

12" MIN.

WRAP STRUCTURE WITH

18" DRAINAGE FABRIC

5’ DIA.

NOT TO BE USED EXCEPT WITH SPECIAL

WRITTEN APPROVAL OF THE CITY ENGINEER.

PLASTER WITH �" THICK

MORTAR OVER BLOCK. GROUT

ALL PIPE AND STRUCTURE

JOINTS INSIDE & OUTSIDE ON

PRECAST CONCRETE BASINS.

2" MAX.



6" BLOCK OR

PRECAST CONCRETE

1’-6" MAX.

2’ MAX.

PLASTER WITH �"

THICK MORTAR

6’ (TYP.)6" X 6"

DIA. TEE

WRAP STRUCTURE WITH

18" DRAINAGE FABRIC

PLASTER WITH �" THICK

MORTAR OVER BLOCK. GROUT

ALL PIPE AND STRUCTURE

JOINTS INSIDE & OUTSIDE ON

PRECAST CONCRETE BASINS.

STD. CATCH BASIN

FRAME & COVER

(SEE C.B. NOTES)

STANARD CATCH BASIN

FRAME & COVER (SEE

C.B. NOTES)

STD. CATCH BASIN

FRAME & COVER

(SEE C.B. NOTES)

8" THICK REINFORCED PRECAST

CONC. BASE ON 2" SAND CUSHION

NOTES:

1.)

2.)

DROP CONNECTION REQUIRED WHENEVER

THE INVERT BETWEEN INLET & OUTLET IS

24 INCHES OR GREATER.

MANHOLE CONSTRUCTION TO CONFORM TO

REQUIREMENTS SPEICIFIED ELSEWHERE ON

THIS SHEET.

A.B.S. OR P.V.C. JOINTS TO BE WELDED ACCORDING

TO MANUFACTURER’S RECOMMENDATIONS.

ALL BOLTS INSIDE MANHOLE SHALL BE BRASS OR

STAINLESS STEEL AND SECURELY FASTENED TO

THE WALL.

3.)

4.)

NOTES:

PRECAST BASE SECTIONS OF APPROVED DESIGN MAY BE USED FOR BOTTOM SECTION

OF MANHOLE. ALL PRECAST MANHOLES & SLAB BASES SHALL BE MANUFACTURED WITH

TYPE II, IP OR IIA CEMENT. ALL CONCRETE FOR CHANNELIZATION SHALL BE MADE WITH

THE SAME AS ABOVE.

1’-6"

MAX.1’-6"

MAX.

NOTES:

PRECAST BASE SECTIONS OF APPROVED DESIGN MAY BE USED FOR BOTTOM SECTION

OF MANHOLE. ALL PRECAST MANHOLES & SLAB BASES SHALL BE MANUFACTURED WITH

TYPE II, IP OR IIA CEMENT. ALL CONCRETE FOR CHANNELIZATION SHALL BE MADE WITH

THE SAME AS ABOVE.

STANDARD MANHOLE WITH DROP CONNECTION

FOR 8" AND LARGER SANITARY SEWER LEADS

STANDARD MANHOLE FOR

18" THROUGH 42" DIA. SEWER

STANDARD SANITARY MANHOLE

WITH 8"-15" DIAMETER SEWER

STANDARD CATCH BASIN

TYPE "A"

STANDARD CATCH BASIN

TYPE "B"

STANDARD INLET

1)

2)

3)

4)

5)

CATCH BASIN NOTES:

THE SEAL SHALL BE MADE OF EPDM

RUBBER WITH A MINIMUM THICKNESS

OF 60 MILS AND SEALED WITH A

NON-HARDENING BUTYL RUBBER MASTIC

TMINFI-SHIELD EXTERNAL EPDM RUBBER SEAL,

OR APPROVED EQUAL, (SEE SUPPLEMENTAL

SPECIFICATIONS FOR DETAILS AND

INSTALLATION INSTRUCTIONS).

TM

MINIMUM 2 HDPE ADJUSTING RINGS, OR

APPROVED EQUAL, IN ALL PAVEMENT AREAS.

PRECAST CONCRETE ADJUSTING RINGS

MAY BE USED IN NON-PAVED AREAS.

(SEE SUPLEMENTAL SPECIFICATIONS FOR

DETAILS AND INSTALLATION INSTRUCTIONS).







TM

THE ADJUSTMENT RINGS AND FRAME SHALL

BE SEALED WITH AN EXTERNAL RUBBER

SEALING SLEEVE AS MANUFACTURED BY

INFI-SHIELD INC. OR AN APPROVED EQUAL.

INFI-SHIELD EXTERNAL EPDM RUBBER

SEAL, OR APPROVED EQUAL, (SEE

SUPPLEMENTAL SPECIFICATIONS FOR










BACKFILL AROUND SEWER PIPE

AND MANHOLE SHALL BE �" TO

1 �" ANGULAR GRADED STONE

TO 1’ ABOVE THE PIPE.

TM

A.S.T.M. C-478 RISER SECTIONS

WITH MODIFIED TONGUE & GROOVE

JOINTS & GASKETS PER A.S.T.M.

C361 SPECIFICATIONS.

INFI-SHIELD EXTERNAL EPDM RUBBER SEAL,




CONCRETE FILLET REQUIRED.

LEAVE �" TO 1 �" GAP NEXT

TO PIPE END TO MAINTAIN JOINT

FLEXIBILITY. FILL GAP WITH

FLEXIBLE CAULKING OR STYROFOAM

(NEW CONSTRUCTION)

WHEN TAPPING EXISTING M.H., DRILL

HOLES AT 4" O.C. IN M.H. WALL

BEFORE REMOVING SECTION AND

FILL VOIDS WITH NON-SHRINKING

GROUT AFTER PIPE PLACEMENT

TM

A.B.S. TRUSS PIPE OR SDR 26,

P.V.C. PIPE WITH COMPATIBLE

FITTINGS (SDR 35 MAY BE

SUBSTITUTED FOR SDR 26)















TM

SCALE: 1"= 3’SCALE: 1"= 3’SCALE: 1"= 3’

TM

WRAP STRUCTURE WITH

18" DRAINAGE FABRIC

MINIMUM 2 HDPE ADJUSTING RINGS,

OR APPROVED EQUAL, IN ALL

PAVEMENT AREAS. PRECAST

CONCRETE ADJUSTING RINGS

MAY BE USED IN NON-PAVED

AREAS. (SEE SUPLEMENTAL

SPECIFICATIONS FOR DETAILS

AND INSTALLATION INSTRUCTIONS).

THE ADJUSTMENT RINGS AND

FRAME SHALL BE SEALED WITH

AN EXTERNAL RUBBER SEALING

SLEEVE AS MANUFACTURED BY

INFI-SHIELD INC. OR AN

APPROVED EQUAL.

TM

THE SEAL SHALL BE MADE

OF EPDM RUBBER WITH

A MIN. THICKNESS OF

60 MILS AND SEALED

WITH A NON-HARDENING

BUTYL RUBBER MASTIC

SCALE: N.T.S.







THE SEAL SHALL BE MADE OF

EPDM RUBBER WITH A MIN.

THICKNESS OF 60 MILS AND

SEALED WITH A NON-HARDENING

BUTYL RUBBER MASTIC

THE ADJUSTMENT RINGS AND

FRAME SHALL BE SEALED WITH AN

EXTERNAL RUBBER SEALING SLEEVE

AS MANUFACTURED BY INFI-SHIELD

INC. OR AN APPROVED EQUAL.

TM

INFI-SHIELD EXTERNAL EPDM RUBBER SEAL,




TM

TMINFI-SHIELD EXTERNAL EPDM

RUBBER SEAL, OR APPROVED EQUAL,

(SEE SUPPLEMENTAL SPECIFICATIONS

FOR DETAILS AND INSTALLATION

INSTRUCTIONS).















TM 6" DIA.

EDGE DRAIN

RING

SCALE: N.T.S. SCALE: N.T.S.

FLEXIBLE WATER TIGHT NEOPRENE

"BOOT" AS PER ASTM C443 WITH

CORROSION RESISTANT STAINLESS

STEEL BAND. INSTALLED BY

MANHOLE MANUFACTURER.

MANHOLE MANUFACTURER SHALL

INSTALL �" DIA. P.V.C. PLASTIC

PIPE FLUSH WITH OUTSIDE

WALL AND EXTENDING 3" INSIDE.

CONTRACTOR TO SEAL AFTER

COMPLETION OF AIR TEST.

CONCRETE SECTION WITH MODIFIED

TONGUE & GROVE JOINTS AND

GASKETS PER ASTM C361. TOP

TO HAVE FINISHED SURFACE. STUD

INSERTS TO BE CAST IN PLACE

FOR APPLICATIONS IN NON-PAVED

AREAS.

CONE SECTION WITH MODIFIED

TONGUE & GROOVE JOINT &

GASKETS PER A.S.T.M. C361

SPECIFICATIONS. TOP TO HAVE

FINISHED SURFACE. STUD INSERTS

TO BE CAST IN PLACE FOR

APPLICATIONS IN NON-PAVED AREAS.

PIPE TO BE LAID CONTINUOUS,

FOR PIPE 42" & GREATER, CHANNEL

FILLETS POURED AND TOP HALF

OF PIPE REMOVED, EXCEPT AT

BENDS, WHERE A HYDRAULICALLY

SMOOTH CHANNEL SHALL BE MADE

WITH POURED GRADE "A" CONCRETE.

WATERTIGHT "BOOT" REQUIRED FOR

NEW CONSTRUCTION.

1"x �" STAINLESS STEEL

RETAINER STRAP SECURED TO

WALL BY �" STAINLESS

STEEL EXPANSION ANCHORS

BACKFILL WITH COMPACTED

CLASS II GRANULAR MATERIAL

TO GRADE

BACKFILL WITH COMPACTED

CLASS II GRANULAR MATERIAL

TO GRADE

BACKFILL WITH

COMPACTED CLASS II

GRANULAR MATERIAL

TO GRADE

USE EDGE DRAIN SPOKE OR

EDGE DRAIN RING DESIGN

ALL CONSTRUCTION SHALL CONFORM TO

SECTIONS 700 OF THE CITY OF WARREN

STANDARD SPECIFICATIONS FOR SANITARY

& STORM SEWERS AND APPURTENANCES.

JOINTS FOR PRECAST CONCRETE MANHOLES

USED IN SANITARY SEWER COSTRUCTION

SHALL BE MODIFIED GROVED TONGUE WITH

RUBBER GASKET. JOINTS FOR PRECAST

CONCRETE MANHOLES USED IN STORM

SEWER CONSTRUCTION SHALL BE TONGUE

& GROOVE BITUMINOUS JOINT.

WHEN TAPPING EXISTING PRECAST MAN-

HOLES OR SEWER PIPE, DRILL HOLES AT

4" CENTER TO CENTER WITH A STARDRILL

AROUND THE PERIPHERY OF THE OPENING

TO CREATE A PLANE OF WEAKNESS BEFORE

BREAKING THE SECTION OUT.

BRICK PIERS SHALL BE PLACED UNDER

CONCRETE PIPES ADJACENT TO THE STRUCT-

URES TO MAINTAIN CORRECT ALIGNMENT.

THE FIRST PIPE LENGTH ADJACENT TO THE

STRUCTURES SHALL BE BEDDED TO THE C

OF THE PIPE IN A MIXTURE OF SAND &

CEMENT IN THE RATIO OF TWO BAGS OF

CEMENT TO EACH YARD OF SAND, FILLING

ALL VOIDS TO UNDISTURBED EARTH.

PRECAST MANHOLE LIFTING HOLES SHALL

BE FILLED WITH PRECAST TAPERED MORTAR

PLUGS, WIPED AROUND WITH A COATING

OF MASTIC & PLASTERED WITH MORTAR

ON ALL SIDES.

ALL EXCAVATIONS FOR NEW CONSTRUCT-

ION OF, REPAIRS TO OR CONNECTIONS TO

INLETS, MANHOLES OR JUNCTION CHAMBERS

SHALL BE BACKFILLED WITH COMPACTED

CLASS II GRANULAR MATERIAL.

ALL EDGE DRAIN SHALL BE 6" DIAMETER

CORRUGATED PLASTIC TUBING WITH

SLOTTED HOLES AND NYLON SCREEN,

MEETING ASTM-F-405.

L

EDGE DRAIN RINGLOCATE 6" DIA. EDGE DRAIN

RING IMMEDIATELY ABOVE

HIGHEST INLET PIPE.

6" DIA. EDGE DRAIN RING

TYPE "A" CATCH BASINS SHALL BE USED ON ALL STREET PAVING PROJECTS. ALL REAR YARD DRAINAGE

STRUCTURES SHALL BE TYPE "A" EXCEPT WHERE ONLY ONE PIPE ENTERS THE CATCH BASIN.

STANDARD CATCH BASIN COVERS TO BE USED ON STREET PAVING PROJECT SHALL BE EQUAL TO EAST

JORDAN 5080 TYPE MI OR NEENAH R-3448-C, TOTAL WEIGHT SHALL NOT BE LESS THAN 285 LBS.

STANDARD GRATES TO BE USED ON REAR YARD DRAINAGE STRUCTURES SHALL BE EQUAL TO EAST JORDAN

6527 OR NEENAH R-4340-B, TOTAL WEIGHT SHALL NOT BE LESS THAN 200 LBS.

STEPS AT 16" C.-C. SHALL BE INSTALLED IN ALL TYPE "A" CATCH BASINS.

EDGE DRAIN RING NOT REQUIRED AT CATCH BASINS CONNECTED TO PAVEMENT EDGE DRAIN.


MANHOLE & CATCH BASIN

DETAILS

REVISED: J.J.H. 6/93 DS-2aREVISED: D.D.Z. 2/98

E.J.I.W. 1040 FRAME AND SOLID BOLT

DOWN COVER WITH WATER TIGHT SEAL





INFI-SHIELD EXTERNAL EPDM

RUBBER SEAL, OR APPROVED

EQUAL, (SEE SUPPLEMENTAL

SPECIFICATIONS FOR DETAILS

AND INSTALLATION INSTRUCTIONS).

STANDARD BEEHIVE GRATE - TYPE ’’R.Y.’’

THIS GRATE SHALL BE USED ONLY ON

CATCH BASINS FOR REAR YARD DRAINAGE

EXCEPT WHEN OTHERWISE SHOWN ON

CONSTRUCTION DRAWINGS

GRATE - MINIMUM WEIGHT - 200 LBS.

EAST JORDAN #6527

NEENAH #R-4340-B

OR EQUAL

23’’ DIA.

33’’ DIA.

5�’’

1’

1�’’

GENERAL NOTES - CASTINGS:

27�’’

26’’

24’’

39’’

7’’

34’’ DIA.

18’’17�"

6�’’

A A

B

B

PLAN OF FRAME

23’’

34’’ DIA.

6�’’

23’’

18’’

STANDARD CATCH BASIN FRAME & GRATE

�"

SECTION A-A

SECTION B-B

1.

2.

3.

4/99 D.D.Z.

1 �’’

DATE BY CHANGE


DS-3

CASTING DETAILS

EAST JORDAN #1040 TYPE "C" HEAVY DUTY

VENTED COVER OR APPROVED EQUAL

FRAME & COVER - MINIMUM WEIGHT - 400 LBS.

(ALL DIMENSIONS ARE E.J.I.W. STANDARD)

26�’’

ALL CASTINGS SHALL MEET THE REQUIREMENTS

OF THE A.S.T.M. DESIGNATION: A-48 AND SHALL

HAVE STRENGTH AS PROVIDED FOR CLASS NO. 30

GREY IRON CASTINGS.

ALL CASTINGS SHALL BE CLEANED BY SANDBLASTING.

THE SEATING FACE OF THE LID OF MANHOLE COVERS

& CATCH BASIN GRATES, AND THE SEATS ON THEIR

RESPECTIVE FRAMES SHALL BE MACHINE FINISHED OR

EQUIVALENT, SO THE LID OR GRATE SHALL SIT EVEN ON

ITS SEAT AT ALL POINTS WITHOUT ROCKING OR TILTING.

1 �’’

1 �’’

3’’

22�’’

1�"

1 �’’

DUMP NO WASTE!

DRAINS TO WATERWAYS

MADE IN USA

27�’’

26’’

24’’

39’’

7’’

1 �’’

EAST JORDAN #1040 TYPE "A" HEAVY DUTY

BOLT DOWN SOLID COVER WITH WATERTITE

GASKET SEAL OR APPROVED EQUAL



26�’’

STANDARD OVAL (TYPE ’’N’’) GRATE & FRAME

FOR CATCH BASINS & INLETS

STANDARD MANHOLE STEP

3’’

7’’

26’’

10’’

24’’

39’’

5’’

1’’

10’’

1’’8’’

EAST JORDAN #8500

NEENAH #R-1980-E

OR EQUAL

2’’

3’’

4�’’

1’’

PLAN

E

ESECTION E-E

EAST JORDAN #1040 FRAME WITH

TYPE ’’N’’ COVER OR APPROVED EQUAL

26�’’

FRAME & GRATE - MINIMUM WEIGHT - 400 LBS.


R.M.A.12/06

STANDARD SANITARY MANHOLE FRAME & COVER STANDARD STORM MANHOLE FRAME & COVER

EAST JORDAN #5080Z TYPE M1 FLAT GRATE

NEENAH # R-3448-C OR APPROVED EQUAL


VIEW OF COVER

DE

PT. WA

TE

R

-

-

GA

TE

SUP

PLY

NOTE: GATEWELL FRAME & COVER SHALL BE MADE

OF CAST IRON (A.S.T.M. A - 48 CLASS 30)

AS DETAILED HERE & D.W.S.D. DETAIL SHEET

NO. A - 120 - 234

TYPE COVER SHOWN

�"

1"

1�"

�"

1�

"

1�

"

3"

1"

1�"

3�

"

7"

�"

6"

�"

6"

f

WEIGHT (FRAME & COVER)-------------410 LBS. MIN.

E.J.I.W. 1010 OR NEENAH

1722 FRAME, WITH

STANDARD GATE WELL FRAME & COVER

1/4"

5/8"

26�"

�" DIA.

19�" DIA.

20�" DIA.

32�" DIA.

1�"

IN UNPAVED AREAS

REDRAWN (R.T.D.)

UPDATED (T.S.S.)

DIVISION OF ENGINEERING

CITY OF WARREN, MICHIGAN

DSE-1

SOIL EROSION

AND

SEDIMENTATION CONTROL

DETAILS

GEOTEXTILE

FILTER FABRIC

GRATE

SLOPE

SLOPE

SLOPE

SLOPE

PROFILE VIEW

1" DIA. DRAINAGE HOLES

PUNCHED THROUGH

CATCH BASIN CONE

GRATE WRAPPED IN

GEOTEXTILE FILTER FABRIC

PEA STONE FILTER MATERIAL

6" MIN.

PROFILE VIEW

1’ MIN.

DRAINAGE HOLES SHOULD

BE GROUTED CLOSED AFTER

THE FILTER IS REMOVED

GEOTEXTILE

FILTER FABRIC

GRATE

SLOPE

SLOPE

SLOPE

SLOPE

GRATE WRAPPED IN


PEA STONE FILTER MATERIAL

6" MIN.

FLO

W

FLO

W

FLO

W

FLO

W

8’ APPROX.

1’

1

1

SEDIMENT

DEPOSITION

AREA

PLAN VIEW

WRAP GRATE WITH

GEOTEXTILE FILTER

FABRIC

SECTION A-A

(BEFORE PAVING)

PEA STONE

FILTER MATERIAL

SUB-BASE

PROPOSED FINISHED

PAVEMENT ELEVATION

PLAN VIEW

PEA STONE

FILTER MATERIAL

SOIL EROSION AND SEDIMENTATION CONTROL PLAN NOTES

COMPACTED EARTH

GEOTEXTILE

FILTER FABRIC

FENCE POST

A

AUNDISTURBED VEGETATION

SUPPORT FENCE

SILT FENCE JOINT

SECTION B-B

PLAN VIEW

GEOTEXTILE

FILTER FABRIC

SPACING 6’ MAX.FENCE POSTS DRIVEN

INTO GROUND 1’ MIN.

6" ANCHOR TRENCH

1’ MIN.

SUPPORT FENCE

FRONT VIEW

SECTION A-A

UNDISTURBED

VEGETATION

1’ MIN.


FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE

OF FILTER FABRIC

SHEET

FLOW

SHEET

FLOW

SHEET FLOW

6" x 6"

ANCHOR TRENCH

SECTION B-B

SILT FENCE JOINT

SILT

FENCE A

SILT

FENCE B

FABRIC TO BE

WRAPPED AROUND

FENCE POST

SILT FENCE B

SILT FENCE A

1’ MIN.

PARKING LOT INLET FILTER LOW POINT INLET FILTER

CURB AND GUTTER INLET FILTER SILT FENCE

WRAP GRATE WITH


6" X 6"

DIA. TEE

A A

PEA STONE

FILTER MATERIAL


WRAPPED WITH GEOTEXTILE

FILTER FABRIC

EDGE OF

EXCAVATION

FOR PAVING

2.5’ MAX.


WRAPPED WITH GEOTEXTILE

FILTER FABRIC

PROFILE VIEW

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

PLAN VIEW

(BEFORE PAVING) (CONSTRUCTION IN AREA)

PLAN VIEW

PEA STONE

SCALE: N.T.S.

PLAN VIEW

PROFILE VIEW

PAVEMENT

SLOPE

FLOW

FLOW

GRATE

GEOTEXTILE

FILTER WRAP

WRAP ENTIRE GRATE

IN GEOTEXTILE

FILTER FABRIC

SIDEWALK

BACK OF CURB

GUTTER LINE

SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.

SLOPE

GRASS

OR

CONCRETE

PROPOSED

FINISH

PAVEMENT GRADE

PROPOSED

FINISH

SUB GRADE

EXISTING GRADE

ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS

AND SPECIFICATIONS OF THE COUNTY OF MACOMB.

THE CONTRACTOR SHALL PERFORM PERIODIC MAINTENANCE OF SEDIMENTATION

FILTERS AS MAY BE REQUIRED TO MAINTAIN THEIR EFFECTIVENESS.

EROSION AND ANY SEDIMENTATION FROM THE WORK AREA SHALL BE CONTAINED

IN THE WORK AREA AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS

OR IN THE WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE

OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO,

OR AS THE FIRST STEP IN CONSTRUCTION . SEDIMENT CONTROL PRACTICES

WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF

SILT OFF THE WORK AREA.

CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND AS DIRECTED ON THESE PLANS. EROSION

CONTROL MEASURES MUST BE MAINTAINED AND REMAIN IN PLACE UNTIL

PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER EARTH CHANGES

HAS BEEN ACCOMPLISHED.

SURFACE DISRUPTION IN ADVANCE OF CONSTRUCTION OF PAVING AND STORM

SEWER (CLEARING, GRADING OR SIGNIFICANT SOD REMOVAL), SHALL BE LIMITED

AS FOLLOWS:

(a) MARCH, APRIL & MAY - FIVE (5) DAYS PIPE INSTALLATION.

(b) JUNE, JULY, AUGUST, SEPTEMBER, OCTOBER & NOVEMBER -

TEN (10) DAYS PIPE INSTALLATION.

(c) DECEMBER, JANUARY & FEBRUARY - FIFTEEN (15) DAYS PIPE INSTALLATION.

COMPLETION OF BACKFILL AND REMOVAL OF EXCESS MATERIAL SHALL FOLLOW

PIPE LAYING BY NO MORE THAN ONE-HUNDRED (100) FEET.

GENERALLY, PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES,

CHANNELS, DITCHES OR ANY DISTURBED LAND AREA SHALL BE COMPLETED

WITHIN FIVE (5) CALENDAR DAYS AFTER FINAL GRADING. FINAL GRADING SHALL

BE COMPLETED WITHIN FIFTEEN (15) CALENDAR DAYS AFTER PAVING IS COMPLETED.

ALL MUD/DIRT TRACKED ONTO EXISTING CITY/COUNTY ROADS FROM THIS

SITE, DUE TO CONSTRUCTUION, SHALL BE PROMPTLY REMOVED BY THE

CONTRACTOR/BUILDER.

DURING CONSTRUCTION OF THE STORM SEWER SYSTEM, THE ENDS OF ALL OPEN

PIPES MUST BE PROTECTED BY STONE FILTERS OR OTHER APPROVED MEANS.

ALL CONTRACTORS ARE TO PROVIDE A SUITABLE MEANS OF DUST CONTROL

DURING THEIR RESPECTIVE OPERATIONS.

THE UNDERGROUND CONTRACTOR MUST CONSTRUCT SILT TRAPS AROUND

ALL STRUCTURES WHICH ARE NEEDED FOR DRAINAGE DURING THE TIME PERIOD

BETWEEN STORM SEWER INSTALLATION AND EXCAVATION. ALL OTHER

STRUCTURES SHALL BE STEEL PLATED. SILT TRAPS TO BE USED ARE THOSE

WHICH ARE INDICATED ON THE DETAIL SHEET.

STEEL PLATES MUST BE PLACED OVER ALL EXPOSED STRUCTURES PRIOR TO

EXCAVATION TO PREVENT EXCESS EARTH MATERIAL FROM BEING DEPOSITED

INTO THE DRAINAGE SYSTEM.

AFTER FINAL SOIL STABILIZATION ALL STRUCTURES IN THE WORK AREA MUST

BE CLEANED AS CALLED OUT IN THE SPECIFICATIONS AND AS A MEASURE

OF SOIL EROSION CONTROL.

AS A PERMANENT METHOD OF PREVENTING SOIL EROSION THE BACK OF CURB

AREA WILL BE SODDED, SEEDED OR PAVED AS CALLED OUT IN THE SPECIFICATION.

ALL CATCH BASINS OR INLETS SHALL BE CLEANED AT THE END OF CONSTRUCTION

AND DURING CONSTRUCTION IF DEEMED NECESSARY BY THE PROJECT ENGINEER

OR THE SOIL EROSION CONTROL AGENT.

(NEW CONSTRUCTION)

INLET SEDIMENT PIT

NON-PAVED AREA

NON-PAVED AREA

SCALE: N.T.S.

(CONSTRUCTION IN AREA)

CURB AND GUTTER LOW POINT FILTER

PROFILE VIEW

SCALE: N.T.S. SCALE: N.T.S.

CURB AND GUTTER RELIEF POINT FILTER

(CONSTRUCTION IN AREA)

PLAN VIEW

PAVEMENT

SLOPE

FLOW

FLOW

GRATE

GEOTEXTILE

FILTER WRAP

WRAP ENTIRE GRATE

IN GEOTEXTILE

FILTER FABRIC

SIDEWALK

BACK OF CURB

GUTTER LINE

SLOPE

GRASS

OR

CONCRETE

PEA STONE FILTER

MATERIAL

4" MIN.

CASE 1 CASE 2 CASE 3 CASE 4

CASE 5 CASE 6

REVISED: R.M.A. 5/07

MDOT SIDEWALK RAMP

AND DETECTABLE WARNING

DETAILS

Documents

PIPE BEDDING DS-1 - govbids.com Details.pdf · ds-1 legend plan view profile center line exist. sewer exist. gas main exist. underground electric exist. water main proposed installation