Download pdf - LSP 301 Water Main Reconstruction...WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WATER

WHEN CROSSING STORMWATER OR WASTEWATER UTILITY



WATER MAIN RECONSTRUCTIONUSING OFFSETS

WATER MAIN RECONSTRUCTIONUSING BENDS

WATER MAIN RECONSTRUCTIONUSING BENDS

AN EXISTING OR PROPOSED WASTEWATER LINE.

IN SCENARIOS WHERE IT IS RECONSTRUCTED BELOW

WATER PIPE SHALL BE ENCASED WITH FLOWABLE FILL

THE RECONSTRUCTION.

AND REDUCED TO MEET THE 4" MAIN AT EACH END OF

COMPLETED USING A MINIMUM OF 6" PIPE AND FITTINGS

ANY 4" WATER MAIN RECONSTRUCTION IS TO BE

ALL CONCRETE SHALL BE L3500

BE USED AS BACKFILL UNDER PROPOSED UTILITY.

LARGER, CRUSHED ROCK FOUNDATION MATERIAL SHOULD

WHEN PROPOSED UTILITY CROSSING IS 36" IN DIA. OR

SEE STANDARD SPECIFICATIONS

POLYWRAPPED, IF DUCTILE IRON PIPE.

THE TOTAL LENGTH OF WATER RECONSTRUCTION IS TO BE

NOTE:

WITH OFFSETS

THRUST BLOCKS NEEDED

NO ANCHORAGES OR

NOTE:

ONE FULL LENGTH (20' NOMINAL) CENTERED ON UTILITY



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2020

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Checked:

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Date:

Horz. Scale:

PLAN NO.

QUANTITIES USED IN WATER MAIN RECONSTRUCTION USING BENDS

PIPE)

SIZE OF PIPE D.P. SLEEVE, M.J. (TO BE USED WITH A.W.W.A

SIZE OF PIPE GRAVITY BLOCK

SIZE OF PIPE R.C. THRUST BLOCK

SIZE OF PIPE WATER MAIN

REMOVE SIZE OF PIPE WATER MAIN

SIZE OF PIPE RETAINER GLANDS, M.J.

SIZE OF PIPE X 45° BEND, M.J. 4 EA.

2 EA.

2 EA.

2 EA.

2 EA.

2 EA.

VARIES L.F.

VARIES L.F.

12 EA.

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.RETAINER GLAND, M.J.




SIZE OF PIPE SOLID SLEEVE, M.J. (L=12")

45° BEND, M.J.

45° BEND, M.J.

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

R.C. ANCHORAGE

R.C. THRUST BLOCK



FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST



45° BEND, M.J.



45° BEND, M.J.

R.C. THRUST BLOCK

R.C. ANCHORAGE

PROPOSED UTILITY

EXISTING OR

EXISTING WATER MAINEXISTING WATER MAIN

UNDISTURBED SOIL

PROPOSED WATER MAIN

PROPOSED UTILITY

EXISTING OR

PROPOSED WATER MAIN



EXISTING WATER MAIN

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

R.C. THRUST BLOCKR.C. THRUST BLOCK

R.C. GRAVITY BLOCKR.C. GRAVITY BLOCK



45° BEND, M.J.



45° BEND, M.J.




45° BEND, M.J.


45° BEND, M.J.

UNDISTURBED SOIL

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

OFFSET, M.J. X P.E. OFFSET, M.J. X P.E.



EXISTING WATER MAIN



EXISTING WATER MAIN

PROPOSED UTILITY

EXISTING OR

PROPOSED WATER MAIN

EXISTING WATER MAIN

EXISTING WATER MAIN

EXISTING WATER MAIN

QUANTITIES USED IN WATER MAIN RECONSTRUCTION USING BENDS

PIPE)

SIZE OF PIPE D.P. SLEEVE, M.J. (TO BE USED WITH A.W.W.A

SIZE OF PIPE WATER MAIN

REMOVE SIZE OF PIPE WATER MAIN

SIZE OF PIPE RETAINER GLANDS, M.J.

4 EA.

2 EA.

2 EA.

2 EA.

VARIES L.F.

VARIES L.F.

SIZE OF PIPE SOLID SLEEVE, M.J. (L=12")

SIZE OF PIPE x DROP, M.J. x P.E.

6 EA.

D.P./SOLID SLEEVE, M.J.D.P./SOLID SLEEVE, M.J.

D.P./SOLID SLEEVE, M.J.

D.P./SOLID SLEEVE, M.J.D.P./SOLID SLEEVE, M.J.

UNDISTURBED SOIL



EXISTING WATER MAIN

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

D.P./SOLID SLEEVE, M.J.

MINIM

UM

1.5'

MINIM

UM

1.5'

MINIM

UM

1.5'

301 1

WATER MAIN RECONSTRUCTION

1/2/2020

N.T.S.

JWH/CAW

LSP 301

AKSARBEN FO ET

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DAVID J.

BEYERSDORF

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