HomeMy WebLinkAbout054-98 Pack's Ice Cream - Opequon - Backfile (2)00
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general backlill
insfully compacted
backfill
* -
5-TANDAM
general backfill
O.D.
81
F/I _- 0.4 ma -
Z41
carefully
'24'
V4'cgrelully compacted compeci
ad
AA&ft
W backfill
101111
concrete Select backfill
O.D
,U 1/2 O.D.
V IL
\-stone aggregate concrete
CONCRETE ARCH CONCRETE E'VC4SE`!fE1T
repave to 1-1/2 times saw cut to be made at
original thickness f--firno of replacement.
O.D.
1AI —�-- entire trench to be
A I r-6" compacted 21 -A
TRENCH & BEDDING
Figure I
5' min. _ I _ pavement _ I _ 5' min.
36" min. sand fi
steel caging pipe L—carrier pipe L-spacers - 3 sets L—bricked
or tunnel liner
r pipe length. up ends
F.e ee note)
NOTE:
separation of carrier pipe from casing pipe shall be by either:
1. pressure treated lumber fastened to piping by stainless steel
strapping or;
2. manufactured steel and/or plastic casing spacers
17 width
SECTION
4
SIZES REQUIRE
6"
CARRIER PIPE CASING PIPE
W,
NALL
24"
OLk DLk
nZESS C)
height can be adjusted to
4 or lest ........ 12 .....................
.250 obtain correct percent slope
6 .................. 16 ..................
.250 TIMBER SKID
8 .................. 18 ..................
.375
10 .................. 20 ..................
.375
12 .................. 24 ..................
.375 WATER SERVICE LATERALS:
a) casing pipe shall be SCH 40 PVC or SDR 21
14 ... .............. 24 ..................
.375
15 .................. 24 ..................
.375 b) 2" diameter pipe for 3/4" & I" sevice lines
16 .................. 30 ..................
.500 c) 5' diamenter pipe for f service lines
18 .................. 30 ..................
.500 d) no spacers or sand fill to be installed
20 .................. 36 ..................
.500
21 .................. 36 ..................
.500
24 .................. 36 ..................
.500
(for larger pipe use tunnel
liner)
HIGHWAY CROSSING
Figure 3
AMENDMENT NO. APRIL 1997
SDR 35 "Ot SDR 35 spigot by
by gaskoted SDR 21 geaketed
bell 45* bond bell adapter
F locator peg
3"mlnlffwjm
SCH 40
solvent
SIDA 35 S*x 4" _SDR 21 gasketed weld cap
gasketed bell wye pipe and fittings
property
line R7
1 18"
36' min.
cover
13 .1.
4- with
It ed
.41
.41
.4A
top 6" pointed green
4* pipe at 2.00%
minirrium-grade
GRAVITY SEWER SERVICE LATERAL
Figure 15
METER BOX HARDWARE
SERVICE
PIPING
DIA.
METER SIZE
YOKE
METER
BOX
DIA.
METER BOX COVER
3/4"
S/T x3lC (20 gprn)
Ford
Y502
18 in.
non -traffic Ford C32
traffic Ford C32H
1.
5/T 01,117 (20 gpm)
Ford
Y504
24 in.
Ford
I cover MWO� 3R0MLr!01nPaap lid *2
1.
31,C (30 gpirn)
—
Ford
Y504
24 In,
I
d no.
or W/_'R0ML'!011!'t0tap lid *2
1--T
1- (50 gprn)
Ford
Y504
24 in.
I
Ford no. 30 monitor *2
cover W/ RML-12 top lid
* -1. in mon-traffic area - Ir thick polyethelens plastic
in traffic area - reinforced concrete with T thick walls
* 2. In traffic area - 3/4" x 31f steel plate with 2Z* dia.
centered opening and tar coated both sides Is to be
placed between lid and reinforced concrete box,
I- varies as required
corporation
stop 5* stome bedding
surrounding box T
eated 4x C with
,p 6' pointed b us
meter cover
set 2* above
'fin. grade prior
to sodding
F.C.S.A
me or box
3T deep
angle check valve
w it
ith drain valve
'k
Ive
i I I I I FEN
cc
tubi c a n t ipnpueoru 9
wit yrgi
water hou oints from 2 ft.
main io meter L
main 6' stone bedding
METER SETTING PARTS
lip@
size
meter
size--
yoke
onj lit yoke
ball valve
angle check
Volvo
ex:�neian
31,C
5/Tx3/
Y502
BA94-223W
HHCA94-323M-G
EC-23
1.
3/4-
Y504
BA94-344W
HHCA94-323TD-G
EC-23
1.
1"
Y504
BA94-444W
HHCA94-444M-G
EC-4
transition to meter
setting as required
curb & gutter
St, eet
M
t:
1. 1--, .� i ,
0 oc 0
INSTALLATION NOTES:
si dewalk
I . Exact location of rneter box assembly
L
to be approved prior to installation.
2. Water service crossing street sholl be
type
encased in r dia, SCH40 PVC or
M
K
SDR21 piping. The piping shall run from
3/,C type K
copper
lu
one foot beyond sidewalk, across the
copper for
street, to one foot beyond sidewalk.
,e
single meter
insiallation
I"x3/r wye
DUAL METER INSTALLATION
5/8", 3/4!' & 1"
METER
INSTALLATION
Figure 5
AMENDMENT NO. 2 APRIL 1997
cast Iran cleanim cap with bran plug
having a countersunk square head
n Ila Model PA4SV-CSK (4)
ZP
olla Model PAOSV-CSK (6")
square concrete skid pad
20"x 20"x 12" deep
aggregate base
(depth 7)
cleanout pipe
SDR 21
san"Ary 745* band
sewer mal
Wye
6" stone bedding
NOTE: Where length of service lateral to exceeds 75!
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
4_
N,
__711 LU
ik
_X
R-6ute_ 277
------ 81
JV UJ
00
21
Site 00
Q) (D C" N
c: -E (0 Ln
—7 Q . Lo
_J E5) I
0
01 a:: 1.0
LU
LU -0 C 0
0 -t
= u')
46 a
C) X
Lj� C: <
Jamesway Plaza
0
C
(1) M
(1) 0
01
C >
0 C: D
LLi Ln
0
0
Z
2 —FM—.
W
T__
Top-1513,5' S_
Inv - 150ff
Ex 5111M Pond
W
W
0
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exist
,;_,';7�, s
a tarq &�,,Sr
Ex P14
7r 0.82% F =
Tap lv�
7 OC)
EL - 152.S' N
41 1 � C) C-4
c/o
0
01
M
X
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Proposed Lateral
4" 259�o, * 1,08" 4
c/o SZ)R
-21 p*,VC
c/o
c/o
T5/8. uim� L
Line Tap .0,
Place
lines In cas in Water
roaci 9 For this E-
X>er O:e N
-8
A
.1 E
a, E-
0rop Intat
Top .15civ
Inv 1551'
Inv 3w&"-1545'
E_
prop 81/2XIS' Traller �D
7—
Proposed C oswood6 E-1 (:Ll r:)
T__
and Maples (2 0 W
1/2",Callper)
Repaint parkirg
space Stripling
_ and-pUce anchored JA
ish"Istope.
71_7
Inv _A6"-154fP'
Lightpole
Llgftpol.
DATE: 8/7/98
SCALE: cis shown
DESIGNED BY: Oates
-7 n JOB NO. 2230
%D U
SHEET 1 OF 1
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general backlill
0. D.6 Er
24* carefully compacted
also backfill
0 V
stone aggregate
general backfill
O.D.
general be"
_D
1 01 A
V//
carefully,
compacted compacted 124'
24- carefully, IFEN/1",
concrete seledbackfit! select backfill
6'
0 O.D.
it2 O.D. Milli
MEN
6.
\-slone aggregate concrete
CONCRETE ARCH CONCRETEENCASEMENT
repave to 1-1/2 times saw CIA to be made at
original thickness F-tims, of replacement.
O.D.
entire trench to be
compacted 21 -A
V.D. T. PAVEMENT REPLACEMENT
TRENCH & BEDDING
Figure I
5' min.
36* min. sand fill
i -
steel casing pipe carrier pipe L-spacers - 3 sets I bricked
or tunnel liner
per pipe length. up ends
(see note)
NOTE:
.......
separation of conrier pipe from casing pipe shall be by either:
1. pressure treated lumber fastened to piping by stainless steel
strapping or;
2. manufactured steel and/or plastic casing spacers
width
SECTION
4'*
SIZES REQUIRED
T
CARRIER
PIPE CASING PIPE
WALL
24!
Ow (-) DIA. (")
THICKNESS
height can be adjusted to
4
or less ........ 12 ........... ...........
.250 obtain correct percent slope
6
.................. 16 ..................
.250 TIMBER SKID
8
.................. 18 ..................
.375
10
.................. 20 ..................
.375
12
.................. 24 ..................
.375 WATER SERVICE LATERALS:
a) casing pipe shall be SCH 40 PVC or SOP 21
14
.................. 24 ..................
.375
15
.................. 24 ..................
.375 b) 2" diameter pipe for 3/4" & 1" sevice lines
16
.................. 30 ..................
.500 c) 6" diamenter pipe for 2" service lines
18
.................. 30 ..................
.500 d) no spacers or sand fill to be installed
20
.................. 36 ..................
.500
21
.................. 36 ..................
.500
24
.................. 36 ..................
.500
(for larger pipe use tunnel liner)
HIGHWAY CROSSING
Figure 3
AMENDMENT NO. 2 - APRIL 1997
SDR 35 spigot
SDR 35 spigot by
by gasketed
SDR 21 gasketed
bell 45' bend
bell adapter locator peg
Z
0
*121 ..............
ImInImum
3
SCH 40
solverd
SDR 35 SN 4"
SDR 21 gasketed
weld cap
gasketed bell Wye
pipe and fittings
1
0
property
71-
line
18"
36" min.
cover
UI W
Lgrrllg.. I'I!MIIIII'. r Ith)
0.1 *1! !Tn -4 t sated 21x 4" w,
A.
jl' — top 6* painted green
4- pipe at 2.00%
minimum. grade
GRAVITY SEWER SERVICE LATERAL
Figure 15
METER BOX HARDWARE
SERVICE
PIPING
DIA.
METER SIZE
YOKE III
METER
BOX
DIA.
METER BOX COVER
3/4'
5/8" x3lC (20 gpm)
Ford
Y502
18 in.
non -traffic Ford C32
traffic Ford C32H
I
5/Ir x3le (20 gpm),
Ford
Y504
24 in.
Ford no, 30 monitor
cover W RML-12 too lid *2
1.
—
31,C (30 gpm) 1
Ford
Y504
1 24 in. I
Ford no. 2onilor
cover_WZ3ROML 1�.too lid *2
1"
1" (50 gpm)
Ford
Y504
L_2��'n . I
Ford no, 30 '!Onito *2
cover RML r
W 12 top lid
-1, In non -traffic area - IZ" thick polyethelene plastic
2. :n traffic area - reinforced concrete with 3' thick walls
n traffic area - 3/4' x 30" steel plate with 22* dia.
centered opening and tar coated both sides Is to be
placed between lid and reinforced concrete box.
varies as reauired
corporation
stop V stone bedding 1 ll� -21*
surrounding box
31r int
K copper 4
tubi Pnge, continuous
y
wit
I hou oints from
vater main lo meter
main
METER SETTING PARTS
line
size
meter
size
yoke
n oke
ge y
I ab Volvo
angle check
valve
expansion
wheal
3/4'
5/Tx3/4'
Y5021BA94-223W
HHCA94-323TD-G
EC-23
1.
3/4"
Y5041BA94-344W
HHCA94-323TD-G
EC-23_
1.
1*
Y5041BA94-4-44W
HHCA94-444M-0
EC-4
eated 2"x 4! with
p 6' painted blue
meter cover
.set 2" above
fin. grade prior
_T
to sodding
mr
meter
box
JF.C.S.A
3T
I
deep
I
angle
check valv
)ke
e
v a
with
drain valve
U
\_ 6r stone bedding I - 2 ft. -
INSTALLATION NOTES:
J1,10
DUCK Or
. .... sidewalk
I
1. Exact location of meter box assembly
to be approved prior to installation.
2. Water service crossing street shall be
1" type
encased in 2* dia. SCH40 PVC or
M
C
K
SDR21 piping. The piping shall run fro,
a
3/,C type K
ID
:2
copper
one foot beyond sidewalk, across the
copper for
street, to one foot beyond sidewalk.
single meter
installation
I'x3/0 wye
DUAL METER INSTALLATION
5/8", 3/4�' &
1" METER
INSTALLATION
Figure 5
AMENDMENT NO. 2 APRIL 1997
cast Iran cleanouR Cap vft WM plug
having a countersunk square toad
P:nella Model PA4SV-CSK (4')
P nelts Model PAOSV-CSK (111")
flnished article
I
cleanout pipe
san"ary SDR 21
sewer mal
Wye 45* bend
r'l
I r
r_
It" stone bedding
square Concrete skid pad
20"x 20"x 12" deep
aggregate base
(depth 3-)
NOTE : Where length of service lateral to exceeds 75'
a clesnout assembly shall be tumlshad at the
property line.
SEWER CLEANOUT
Figure 17
SSMH
Inv-1500'
�e
................
Ex W1 Pond
6"
Site
0
C
Jamesway Plaza 11
ell
F, - __
ZVa'\-
to'ke-
Z
UJ
0
LO
CO
00
CIA "
(.0 LC)
Z
_J 0)
L-
5
0
LU
LU
C 0
0 -1-
= 1.10
Q_
X
F- LL_
U) W
L.- IL-
Q) 0
>
(7) 1-
C D
LLJ (n
W
W
Ld
<
S_ C)
"W'sir
F_x F44
F
$_ r-
Tap bV ;�;� n
EL - 152.B' C/') OC)
Top '16121 N
0
c/o Inv 1532,
CIC
4
r-lo
Pr-poiti' L
25o, ateral
4., * 108%
G
c/o R-21
c/o
5/81, UJI'l
I . I L
-.mft Water Tap A I q "*\<3 "ZI,
-ftft. ---ft I
and ,,, N §1
line, 1, or I Ilk— E-
rOdd cros'61"19 for the L
6ta"arol" PC'r ic�A
E-
V) �D
Drop Inlest C'
IT Top.-T5cm,
Inv-155.1'
Inv 36,"-15425'
U)
Prop 81/2X18'Traller
�D
0104
E,
Proposied C)o9wood6
and Maples (21/2",r-allper)
Repaint parking
.—space striping
-and -place anchored
Inv 36"-1541o'
LightpolIs
14Y
DATE: 8/7/98
SCALE: cis shown
A—- DESIGNED BY: Oates
Z n JOB NO. 2230
SHEET 1 OF 1
ci