HomeMy WebLinkAboutRutherfordCrossingPg73US FOUNDRY COlIER
110CA11') 7--91
6" MICKxZ-0"
SQUARFB)IGE-NERAL
CON7RACTOR
118 BEND
CLEANOUTDETAIL
concrete pad
V-6" dia. x 6" deep
MMEMEM
0
®m
R
nPop.mil 1-Inrk-fill
50�1��14
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked'WATER'
top section: Figure No, 7S26TO
bottom section: Figure No. 1BOB24
varies to property line finished grade
X, \< 35
NY,
U 4" stone
4" stone V
roadway box 2" SCH 80 PVC
screw type FIP cap
2" brass
2" service saddle nipple, 2" long
2" corp.stop 2" SCH 80 PVC FIP x
FIP PJ coupling 48" female solvent weld
coupling
brick base
24"
... stone
MIP/ PJ__
coup ling ......
0
L
—7 \1,7*7, _"., H 80 PVC 1--l- 2" SC
........... .......
2" SCH PVC solvent
2" SCH 80 PVC MIP weld 900 bend with
211 CTS polyethylene 2" ball valve curb- x female solvent 1/8" weep hole
tubing (PET) 200 psi stop wl 2" gate weld coupling
w/ SS inserts at all valve operating nut
connections
FLUSHING / SAMPLING ASSEMBLY
G:\20225---NVRetail\02—Rutherford Crossinq\ Presentation\ 202 25— 02 FCSA Details (73-74),c1wg Oct 11, 2007
STANDARD
91
....... ....
.......... .. .......
- ...... ......
.......... .........
......... .
8"
.
and painted yellow
a) E icase in 3" diameter SCH4)
/X�
24" select
ewalk.
........... >
back-fill
tD
s p; wire to be taped to top
PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve;
Ic rminate with '12" tail piece].
8
811
CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
concrete -
_77
61'
N\/\
backfill
encasem t
1 1/2" and 2" METER INSTALLATION
.
. .........
61'
1/2 O.D.
W
Z
Memo
6"
50�1��14
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked'WATER'
top section: Figure No, 7S26TO
bottom section: Figure No. 1BOB24
varies to property line finished grade
X, \< 35
NY,
U 4" stone
4" stone V
roadway box 2" SCH 80 PVC
screw type FIP cap
2" brass
2" service saddle nipple, 2" long
2" corp.stop 2" SCH 80 PVC FIP x
FIP PJ coupling 48" female solvent weld
coupling
brick base
24"
... stone
MIP/ PJ__
coup ling ......
0
L
—7 \1,7*7, _"., H 80 PVC 1--l- 2" SC
........... .......
2" SCH PVC solvent
2" SCH 80 PVC MIP weld 900 bend with
211 CTS polyethylene 2" ball valve curb- x female solvent 1/8" weep hole
tubing (PET) 200 psi stop wl 2" gate weld coupling
w/ SS inserts at all valve operating nut
connections
FLUSHING / SAMPLING ASSEMBLY
G:\20225---NVRetail\02—Rutherford Crossinq\ Presentation\ 202 25— 02 FCSA Details (73-74),c1wg Oct 11, 2007
STANDARD
91
6"
treated 211x 4" with top 6" painted blue —
1" coupling (PJ X FIP) and
MIP plastic plug on 61 tail piece 2411-_
meter box
finished and cover
grade 36" ------sidewalk 361
meter by ..... .
x,
% 12 1811-2111
3611
Xy,
-4 X,
38
4 811-10"
3" min. stone
X
surrounding
\Z> Dox
1 CTS polyethylene
�7
tubing (PET) 200
12"
psi with SS inserts ...........
��45`
at all connections
V V.. .
Opposite Side V .......
M, __m 8" min.
saddle with -,
C
V. V
......... -.7777=—.
12 gauc e solid insulated . . ....
copper Nire for line tracing, stone 6"
taped a '10 foot intervals
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assenbly
to be approved prior to installation.
general backfill
and painted yellow
a) E icase in 3" diameter SCH4)
/X�
st,eet, to one foot beyond sic
ewalk.
........... >
nd copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp.
"i
tD
s p; wire to be taped to top
PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve;
Ic rminate with '12" tail piece].
8
811
CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
concrete -
..........
7 24" select
V
concrete
0
backfill
encasem t
1 1/2" and 2" METER INSTALLATION
X
.8-
61'
1/2 O.D.
W
Z
sw
,
F-
W
stone 6"
D
UJ
CONCRETE ARCH
---aeneral
backfill
Z
+
Z
811
..... ..... . ...
.......
24" select
backfill
6"
treated 211x 4" with top 6" painted blue —
1" coupling (PJ X FIP) and
MIP plastic plug on 61 tail piece 2411-_
meter box
finished and cover
grade 36" ------sidewalk 361
meter by ..... .
x,
% 12 1811-2111
3611
Xy,
-4 X,
38
4 811-10"
3" min. stone
X
surrounding
\Z> Dox
1 CTS polyethylene
�7
tubing (PET) 200
12"
psi with SS inserts ...........
��45`
at all connections
V V.. .
Opposite Side V .......
M, __m 8" min.
saddle with -,
C
V. V
......... -.7777=—.
12 gauc e solid insulated . . ....
copper Nire for line tracing, stone 6"
taped a '10 foot intervals
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assenbly
to be approved prior to installation.
2. Watei service crossing street:
and painted yellow
a) E icase in 3" diameter SCH4)
PVC or SDR21 pipe. The piping shall run from one fool: beyond sidewalk, across the
st,eet, to one foot beyond sic
ewalk.
b) Ir stall 12 gauge solid insulat
nd copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp.
"i
tD
s p; wire to be taped to top
PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve;
Ic rminate with '12" tail piece].
angle ball valve; terminate with 12" tail piece].
THIS WATER SE[II/ICE
CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
5/811 f 3/411,3/4" AND 1" METER INSTALLATION
MAR 06
concrete pad 18" dia. x 6" deep----, finished grade
41' stone------./ m
screw type 48" min.
adjustable
— concrete pad 18"
concrete pad 18" dia. x 6" deep t j finished grade dia. x 6" deep
14" thru 36"
imw
trench width
as required
0
i" dia. schedule 40 steel
pipe filled with concrete -
or our approved equal:
31
and painted yellow
Cr
F—
b) in traffic area - model no, H1 R2424
finished
2. Water service crossing street shall be encased in
. ......
grade
all
nr,
to one foot beyond sidewalk.
3. Install 12 gauge solid insulated copper wire (for line tracing)
from corp. stop to into the meter box [ wrap wire around
corp. stop; wire to be taped to top of PET at '10 foot
intervals; come up into meter box; wrap around bottom of
0
angle ball valve; terminate with 12" tail piece].
18" dia.
CUTOt T DETAIL
concrete
0
THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE
encasem t
1 1/2" and 2" METER INSTALLATION
X
.8-
tq Q
11111
T
1811
EM
48" min.
31
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation
cast in place access 2" custom setter
door, centered in (meter by FCSA)
top (see note 1) - meter interface
unit (see note 4)
varies
at property line ---2' max. — -- _standard flat top
(see note 2) for 4 diameter
manhole
concrete pad 18"
dia. x 6" deep finished
grade
4
4" stone
roadway box 4
2" CTS olyethylene 27" 3' riser section for 4'
p
-2911 diameter manhole
tubing (PET) 200 psi 4d 12" with cutouts
w/ SS inserts at all
connections
'-7 \--- saddle with
corporation stop
-water main
ball valve Curb stop with PJ
4
solid Support blocks
6" stone bedding Linder custom setter
12 gauge solid insulated
copper wire for line tracing, PJ X FIP Coupling and
taped at 10 foot intervals MIP Plastic plug
(CTS) both ends with 2" NOTES:
gate valve operating nut 1. Access door shall be by Halliday Products
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
finished
grade 24" rnin. min. above grade in undeveloped areas)
clear opening
square skid pad 6" thick
around manhole frame in
developed areas 3/4" x 2" butyl
4 joint sealant
adjustment rings 35" max.
(11 " max.) ./- __
24" min. in undeveloped areas
.4
3/4" concrete anchor 4
bolts (4 each) 7\
4
concrete ASTMC-1 50 finished
4000 psi grade
4
exterior of all sections to
have waterproof coating 4 A_ 1 nominal size butyl joint
-steel reinforced --sealant applied between
polypropylene steps joints and on exterior side
'ZZ�Zy :4 of joints
joints are to be sealed
with "0" ring gasket 44
variable
511 pipe to manhole
connection to be
by flexible sleeve
invert channel to provide a B &-0" min.
smooth transition in to out,-----
for all connections Z-O" max, 4 4'-0" max.
4
precast invert or grout 4 j top of bench to be
— ------ same elevation as top
bottom to form channel -- - - -- °'' D/
611 of pipe
44
4, 4 4
4 8
• �4 4
6" bedding stone ... ... .. - .....
77_77- ......
.......... ........
NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads,
5. Flat top shall be used it height from invert out to rim is four feet or less. Frame to be flush in top.
6. There shall be a 0.20 foot drop in elevation through the manhole,
STANDARD MANHOLE
-13- MAI
MIX
or our approved equal:
a) in non-traffic area - model no, Sl R3030
Cr
F—
b) in traffic area - model no, H1 R2424
Now=
C0
2. Water service crossing street shall be encased in
. ......
SCH 40 PVC or SDR 21 pipe. The piping shall
run from one foot beyond sidewalk, across street,
all
nr,
to one foot beyond sidewalk.
3. Install 12 gauge solid insulated copper wire (for line tracing)
from corp. stop to into the meter box [ wrap wire around
corp. stop; wire to be taped to top of PET at '10 foot
intervals; come up into meter box; wrap around bottom of
0
angle ball valve; terminate with 12" tail piece].
4, Meter interface unit requires 1 3/4" diameter hole.
CUTOt T DETAIL
(typical)
0
THIS WATER SERVICE CONFORMSTO THE UNIFORM STATEWIDE BUILDING CODE
0 F_
1 1/2" and 2" METER INSTALLATION
.8-
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
finished
grade 24" rnin. min. above grade in undeveloped areas)
clear opening
square skid pad 6" thick
around manhole frame in
developed areas 3/4" x 2" butyl
4 joint sealant
adjustment rings 35" max.
(11 " max.) ./- __
24" min. in undeveloped areas
.4
3/4" concrete anchor 4
bolts (4 each) 7\
4
concrete ASTMC-1 50 finished
4000 psi grade
4
exterior of all sections to
have waterproof coating 4 A_ 1 nominal size butyl joint
-steel reinforced --sealant applied between
polypropylene steps joints and on exterior side
'ZZ�Zy :4 of joints
joints are to be sealed
with "0" ring gasket 44
variable
511 pipe to manhole
connection to be
by flexible sleeve
invert channel to provide a B &-0" min.
smooth transition in to out,-----
for all connections Z-O" max, 4 4'-0" max.
4
precast invert or grout 4 j top of bench to be
— ------ same elevation as top
bottom to form channel -- - - -- °'' D/
611 of pipe
44
4, 4 4
4 8
• �4 4
6" bedding stone ... ... .. - .....
77_77- ......
.......... ........
NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads,
5. Flat top shall be used it height from invert out to rim is four feet or less. Frame to be flush in top.
6. There shall be a 0.20 foot drop in elevation through the manhole,
STANDARD MANHOLE
-13- MAI
MIX
F-
Z
Cr
F—
0
Now=
C0
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■
t CQ
0
Cr Z
X
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0
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sw
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UJ
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CC
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+
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F—
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own
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X C0
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LLI
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CC
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PROJ. NO.: 20225-02
SHEET
73
OF 103