HomeMy WebLinkAbout05040015.500
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SITE UTILITY PLAN
SCALE = 1' = 30'
E'x
NORTH
K
` 3
t � r
w
PROPOSED UTILITY LEGEND
w FIRE HYDRANT
w WATER
GAS GAS LINE
GAS GAS METER
EL UNDERGROUND ELECTRIC
TRANSFORMER
QE ELECTRIC METER
TEL TELEPHONE LINE
SS SANITARY SEWER
SS SANITARY STRUCTURE
SS C.O. SANITARY SEWER CLEAN OUT
STM STORM SEWER
STM ■--- STORM SEWER INLET
STM -/ PIPE END SECTION
UTILITY NOTES
1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER
LINES AND FIRE PROTECTION WITHIN BUILDINGS.
2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. RCP = REINFORCED CONCRETE PIPE CLASS III
PVC = POLYVINYL CHLORIDE
- SANITARY SEWER - ASTM D -3034, SDR -35
HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED
5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING.
RIGID PIPE TO BE INSTALLED PER ASTM C -12.
6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM
ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS).
7. FOR SITE DETAILS SEE SHEETS C9.0 & C10.0.
8. FOR SITE SPECIFICATIONS SEE SHEET C8.0.
9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET C6.0 & C7.0.
10. ALL CONSTRUCTION SHALL CONFORM TO CITY OF CARMEL
STANDARD SPECIFICATIONS, LATEST EDITION.
STRUCTURE SCHEDULE
0 a3
INVERT
CASTING
EX SANITARY SEWER
MARK
INLET OUTLET
ELEV. TYPE
TYPE
STR -1
--
!'
885.55
EA "= "883704 °°
INLET
EXISTING LEGEND
Q
- c L
JU
R- 3340 -B
Z
STR -2
883.05
882.95
885.45
NEENAH
CURB INLET
CORE MANHOLE
w
>-
IE = 882.94
R -3236
I-
STR -3
882.50
WITH INSIDE DROP
(SEE DETAIL
885.30
NEENAH
'
C). � 41
��°
M
SPOT ELEVATION (TOP OF CURB)
WA FER VALVE
R- 3340 -B
SHEET 010.0)
LL
Qu?TCL
x
SPOT ELEVATION
FIR[- HYDRANT
STR -4
881.95
881.95
885.40
R- 3340 -B
INLET
831
CONTOUR
DECIDUOUS TREE
885.45
--
AQUA SWIRL (AS -4)
STR -6
--
881.70
--
AREA LIGHT 1
EVERGREEN TREE
5�
G
w N
C5 0
NEENAH
STR -8
881.93
881.93
884.90
3P °, {.l� �1::
INLET
STR -9
--
881.70
--
❑O
AREA LIGHT 2
BUSH
-,,
881.70
--
--
END SECTION
STR -11
881.92
--
--
--
END SECTION
STR -12
881.97
--
--
--
END SECTION
STR -T3
--
881.93
--
'
END SECTION
ca.)
UTILITY POLE X
FENCE
PROJECT NO.: 2005 -0014
SAN MANHOLE
STR -14
880.5
--
884.50
E
GUY ANCHOR
SIGN
'T>
TELEPHONE MANHOLE 0
TRAFFIC SIGNAL POLE
TELEPHONE RISER
TRAFFIC SIGNAL MANHOLE
- -
TRANSFORMER
DRAINAGE MANHOLE
a
•
N
E
G
UNDERGROUND GAS OS
S
SANITARY MANHOLE
ey
< t
L
C �
'
UGT
UNDERGROUND TELEPHONE
CURB INLET
g `4 '08
3
UGE
UNDERGROUND ELECTRIC
ROUND INLET 2 4 T P I C A L
,, W
x
499.gg'
ST M
UNDERGROUND STORM
®
SQUARE INLET (24" TYPICA )
I
-
.........
SAN
UNDERGROUND SANITARY C
CLEAN OUT
_..._ STR -2 ._....
-w w-
WATER LINE •
PIPE BOLLARD
SITE UTILITY PLAN
SCALE = 1' = 30'
E'x
NORTH
K
` 3
t � r
w
PROPOSED UTILITY LEGEND
w FIRE HYDRANT
w WATER
GAS GAS LINE
GAS GAS METER
EL UNDERGROUND ELECTRIC
TRANSFORMER
QE ELECTRIC METER
TEL TELEPHONE LINE
SS SANITARY SEWER
SS SANITARY STRUCTURE
SS C.O. SANITARY SEWER CLEAN OUT
STM STORM SEWER
STM ■--- STORM SEWER INLET
STM -/ PIPE END SECTION
UTILITY NOTES
1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER
LINES AND FIRE PROTECTION WITHIN BUILDINGS.
2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. RCP = REINFORCED CONCRETE PIPE CLASS III
PVC = POLYVINYL CHLORIDE
- SANITARY SEWER - ASTM D -3034, SDR -35
HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED
5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING.
RIGID PIPE TO BE INSTALLED PER ASTM C -12.
6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM
ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS).
7. FOR SITE DETAILS SEE SHEETS C9.0 & C10.0.
8. FOR SITE SPECIFICATIONS SEE SHEET C8.0.
9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET C6.0 & C7.0.
10. ALL CONSTRUCTION SHALL CONFORM TO CITY OF CARMEL
STANDARD SPECIFICATIONS, LATEST EDITION.
STRUCTURE SCHEDULE
0 a3
INVERT
CASTING
STRUCTURE
MARK
INLET OUTLET
ELEV. TYPE
TYPE
STR -1
--
883.50
885.55
NEENAH
INLET
Z
Q
- c L
JU
R- 3340 -B
Z
STR -2
883.05
882.95
885.45
NEENAH
CURB INLET
W
w
>-
R -3236
I-
STR -3
882.50
882.50
885.30
NEENAH
INLET
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0 C
R- 3340 -B
W
LL
Qu?TCL
}-
NEENAH
��
v /�
STR -4
881.95
881.95
885.40
R- 3340 -B
INLET
STR -5
881.83
881.83
885.45
--
AQUA SWIRL (AS -4)
STR -6
--
881.70
--
--
END SECTION
5�
G
w N
C5 0
NEENAH
STR -8
881.93
881.93
884.90
R- 3340 -B
INLET
STR -9
--
881.70
--
--
END SECTION
STR -10
--
881.70
--
--
END SECTION
STR -11
881.92
--
--
--
END SECTION
STR -12
881.97
--
--
--
END SECTION
STR -T3
--
881.93
--
--
END SECTION
SCALE: 1" = 30'
PROJECT NO.: 2005 -0014
SAN MANHOLE
STR -14
880.5
--
884.50
__
W/ GRINDER PUMP
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
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SCALE: 1" = 30'
PROJECT NO.: 2005 -0014
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