lsp 301 water main reconstruction...when crossing stormwater or wastewater utility when crossing...

1
WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WATER MAIN RECONSTRUCTION USING OFFSETS WATER MAIN RECONSTRUCTION USING BENDS WATER MAIN RECONSTRUCTION USING 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 ONE FULL LENGTH (20' NOMINAL) CENTERED ON UTILITY ONE FULL LENGTH (20' NOMINAL) CENTERED ON UTILITY No P r o j ec t . c f g ... \t a b e s \ p e n \ BW_ P E NT ABLE . t b P E NP ROJ : US E RDATE DGN11 / 27 / 2019 ... \ 2020 DGN F il e s \ L SP _301 . dgn s c j r d SHEET NO. Drawn: Checked: Approved: 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. 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 RETAINER GLAND, M.J. RETAINER GLAND, M.J. FOR TIGHT FIT WOOD WEDGES DRIVE TREATED UNDER SLEEVE, CONCRETE BLOCKS 12"x16"x4" PRECAST RETAINER GLAND, M.J. RETAINER GLAND, M.J. 45° BEND, M.J. RETAINER GLAND, M.J. RETAINER GLAND, M.J. 45° BEND, M.J. R.C. THRUST BLOCK R.C. ANCHORAGE PROPOSED UTILITY EXISTING OR EXISTING WATER MAIN EXISTING WATER MAIN UNDISTURBED SOIL PROPOSED WATER MAIN PROPOSED UTILITY EXISTING OR PROPOSED WATER MAIN RETAINER GLAND, M.J. RETAINER GLAND, M.J. EXISTING WATER MAIN FOR TIGHT FIT WOOD WEDGES DRIVE TREATED UNDER SLEEVE, CONCRETE BLOCKS 12"x16"x4" PRECAST R.C. THRUST BLOCK R.C. THRUST BLOCK R.C. GRAVITY BLOCK R.C. GRAVITY BLOCK RETAINER GLAND, M.J. RETAINER GLAND, M.J. 45° BEND, M.J. RETAINER GLAND, M.J. RETAINER GLAND, M.J. 45° BEND, M.J. RETAINER GLAND, M.J. RETAINER GLAND, M.J. RETAINER GLAND, M.J. 45° BEND, M.J. RETAINER GLAND, 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. RETAINER GLAND, M.J. RETAINER GLAND, M.J. EXISTING WATER MAIN RETAINER GLAND, M.J. RETAINER GLAND, M.J. 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 RETAINER GLAND, M.J. RETAINER GLAND, M.J. EXISTING WATER MAIN FOR TIGHT FIT WOOD WEDGES DRIVE TREATED UNDER SLEEVE, CONCRETE BLOCKS 12"x16"x4" PRECAST D.P./SOLID SLEEVE, M.J. MI NI MUM 1 . 5 ' MI NI MUM 1 . 5 ' MI NI MUM 1 . 5 ' 301 1 WATER MAIN RECONSTRUCTION 1/2/2020 N.T.S. JWH/CAW LSP 301 A K S A R B E N F O E T A T S DAVID J. BEYERSDORF E-12239 R E E N I G N E L A T N E M N O R I V N E L A N O I S S E F O R P This document was originally issued and sealed by David Beyersdorf, E-12239, on 12-20-2019. This media should not be considered a certified document.

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Page 1: 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

WHEN CROSSING STORMWATER OR WASTEWATER UTILITY

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

ONE FULL LENGTH (20' NOMINAL) CENTERED ON UTILITY

ONE FULL LENGTH (20' NOMINAL) CENTERED ON UTILITY

No Project.cfg

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bles\pen\B

W_PE

NT

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LE.tbl

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N:

PR

OJ:

USE

R:

DATE:

DG

N:

11/27/2019

...\

2020

DG

N

Files\LSP_301.dgn

sicjrd

SHEET NO.

Drawn:

Checked:

Approved:

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.

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

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

FOR TIGHT FIT

WOOD WEDGES

DRIVE TREATED

UNDER SLEEVE,

CONCRETE BLOCKS

12"x16"x4" PRECAST

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

45° BEND, M.J.

RETAINER GLAND, M.J.

RETAINER GLAND, 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

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

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

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

45° BEND, M.J.

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

45° BEND, M.J.

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

45° BEND, M.J.

RETAINER GLAND, 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.

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

EXISTING WATER MAIN

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

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

RETAINER GLAND, M.J.

RETAINER GLAND, M.J.

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

AT

S

DAVID J.

BEYERSDORF

E-12239

RE

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ATNEMNORIVNE LA

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