LSP 301 Water Main Reconstruction...WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WHEN CROSSING STORMWATER OR WASTEWATER UTILITY WATER
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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
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W_PE
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AB
LE.tbl
PE
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
ENI
GN
E L
ATNEMNORIVNE LA
NOI
SS
EF
OR
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This
doc
umen
t was
orig
inal
ly is
sued
and
sea
led
by D
avid
Bey
ersd
orf,
E-12
239,
on
12-2
0-20
19.
This
med
ia s
houl
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t be
cons
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