HomeMy WebLinkAboutSEWER & WATER PLANS - 17-00285, 17-00388-00403 - 398 Pioneer Rd - Rocky Ridge Apartments - 4 plex0
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4' 4' 4" ,4. W,44V0 4�4"-0--
1.5
",0_
1.5 3+
1+02
+IOS INV= 45.6-
5
INVINV=INV= 1
I Z
Z Z a J
b' SAN. SEWER m 2.08%
NEW F.H.
6 VALVE
4'
3+19
1.44� METER
llllllllll - LL
`1 K-1
6-11 N
611" SAN. SEWER o 2.0b% 3+44
MANHOLE #2 3+W INV=4-1.33 INV=46.11
RIM ELEV. = 54.19
8" INVERT OUT = 41.39
2"
5 1 7E FLAN
SCALE: I " = 30'
NORTH
NOTES
3d 67,
NVEN F.H.E
OR
IZ4LiLA3-m
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---------
OI0
ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REXBURG STANDARDS
O2 ALL 6" $ 8" WATER LINE IS TO BE GLASS 50 DUCTILE IRON, AMA G-151. 12 GAUGE INSULATED
COPPER W 1 RE TO BE INSTALLED ABOVE MAIN LINES AND SERVICES UP TO THE METER.
O ALL SEWER LINE PIPING SHALL BE ASTM D-3034
SDR 35
O4 MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
OS WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10 FEET FROM ANY SANITARY SEWER OR
STORM SEWER AS PER ISPWC, STANDARD DRAWING SD -407. GROSS AT RIGHT ANGLES WITH FULL
PIPE SECTIONS AND A MINIMUM OF 1.5 VERTICAL SEPERATION.
O THRUST BLOCKS SHALL BE PLACED AT ALL
DIRECTION CHANGES IN THE PRESSURE PIPE.
O FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES AND ONE 4-1/2" DIAMETER HOSE
NOZZLE AS PER CITY STANDARDS. ALL HYDRANTS ARE TO BE WATEROUS BRAND.
O ALL EXISTING WATER AND SEWER SERVICES ARE TO
BE TERMINATED AS PER G I T`r' STANDARDS.
t'
EXI5TIN6 MANHOLE
",RIM ELEV. = 5-7.81
INVERT = 43.81
TIE NEW 8" AT
EXIST.
FOO 12" = INVERT = 4:
ri1.81
x43.15
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HOT TAP _....
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" FL
2" rLi
2" FL
I-I/4"I
I -I/4'
I -I/4"
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N
-
�:�
NEW F.H.
[A R
NEW F.H. S+15S
WA
4 VALVE q+46
IETER
8 VALVE INV=52.
METER
INV=49:41
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H 1
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Q
N77
10
8' D.I. WATER
b' SAN. SEWER m 2.08%
NEW F.H.
6 VALVE
4'
3+19
1.44� METER
llllllllll - LL
`1 K-1
6-11 N
611" SAN. SEWER o 2.0b% 3+44
MANHOLE #2 3+W INV=4-1.33 INV=46.11
RIM ELEV. = 54.19
8" INVERT OUT = 41.39
2"
5 1 7E FLAN
SCALE: I " = 30'
NORTH
NOTES
3d 67,
NVEN F.H.E
OR
IZ4LiLA3-m
I�
---------
OI0
ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REXBURG STANDARDS
O2 ALL 6" $ 8" WATER LINE IS TO BE GLASS 50 DUCTILE IRON, AMA G-151. 12 GAUGE INSULATED
COPPER W 1 RE TO BE INSTALLED ABOVE MAIN LINES AND SERVICES UP TO THE METER.
O ALL SEWER LINE PIPING SHALL BE ASTM D-3034
SDR 35
O4 MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
OS WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10 FEET FROM ANY SANITARY SEWER OR
STORM SEWER AS PER ISPWC, STANDARD DRAWING SD -407. GROSS AT RIGHT ANGLES WITH FULL
PIPE SECTIONS AND A MINIMUM OF 1.5 VERTICAL SEPERATION.
O THRUST BLOCKS SHALL BE PLACED AT ALL
DIRECTION CHANGES IN THE PRESSURE PIPE.
O FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES AND ONE 4-1/2" DIAMETER HOSE
NOZZLE AS PER CITY STANDARDS. ALL HYDRANTS ARE TO BE WATEROUS BRAND.
O ALL EXISTING WATER AND SEWER SERVICES ARE TO
BE TERMINATED AS PER G I T`r' STANDARDS.
t'
EXI5TIN6 MANHOLE
",RIM ELEV. = 5-7.81
INVERT = 43.81
TIE NEW 8" AT
EXIST.
FOO 12" = INVERT = 4:
ri1.81
x43.15
W
L>
MH
U
HOT TAP _....
j
c