HomeMy WebLinkAbout05060041 C203 Utility PlanNOTES:
9.
10.
11.
12.
EXISTING
SPOT ELEVATION
CONTOUR
MANHOLE /INLET
INLET
PIPE END SECTION
AREA /STREET LIGHT
TELEPHONE RISER
ELECTRIC RISER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE /BUSH
EVERGREEN TREE /BUSH
TREE /SHRUB LINE
=LEGEND=
1. UTILITY COMPANIES: SBC AMERITECH
CINERGY PUBLIC SERVICE OF INDIANA
CLAY REGIONAL WASTE (SANITARY SEWER)
CARMEL WATER COMPANY
VECTREN
PROPOSED
SANITARY SEWER
SANITARY SEWER CLEANOUT
STORM SEWER
STORM INLET
ELEC ELECTRIC SERVICE LINE
UNDERDRAIN
WATER MAIN
WATER SERVICE
FIRE HYDRANT
WATER VALVE
110.11111•.•M r
2. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER
LINES AND FIRE PROTECTION WITHIN BUILDINGS.
3. PLUMBING CONTRACTOR TO VERIFY WATER PRESSURES. WATER SERVICE SIZE
AND METER SUBJECT TO REVIEW AND REFINEMENT. FINAL WATER SERVICE SIZE
AND METER SIZE TO BE DETERMINED BY PLUMBING CONTRACTOR /ARCHITECT.
4. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
5. 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 EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
6. RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE
SANITARY SEWER ASTM D- -3034, SDR-35
HCSP HELICAL CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
HDPE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (SMOOTH FLOW)
7. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING.
RIGID PIPE TO BE INSTALLED PER ASTM C-12.
8. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM
ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS).
FOR SITE DETAILS SEE SHEETS "C801", "C802" AND "C803
FOR SITE SPECIFICATIONS SEE SHEET "C901".
FOR SOIL EROSION AND CONTROL DATA SEE SHEET "C803".
ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT CITY OF CARMEL STANDARD SPECIFICATIONS,
LATEST EDITION.
13. SEE MECHANICAL /PLUMBING PLANS FOR SIZE OF DOMESTIC AND
FIRE PROTECTION WATER LINES.
14. PROPOSED 12" WATERLINE BY CARMEL UTILITIES TO BE INSTALLED
ON THE RIGHT -OF -WAY LINES.
ti
it
t
l`
t
t\
tk\t
i \\it
11
\s
t\,i
�1 i 1\i
I t t tl\
lit
t1 ti 11
t
1 t 11
1 I
t tt
I
ti t i\
1 t t it
11 t i j l
u it
t t
1 1 1
11 i t 11
�\t 111
4 t 11
11
11
u ii
w \r u
1
11 \t
t t t l
I
1
t i t
111
i�
t
3 i 1 11
TYPE I
CLEAN OUT
TC. 851.0
INV. ELEV. 845 00
4" SSD
4�SSD
-1-
STORMTEC ISLAND (EAST)
STORMTECH UNDERGROUND STORAGE
19 ROWS x 11 CHAMBERS (91'x80)
BO OM UNI 2.95
2 v E7 a a.= 3.0
10 D 1 V- .7
00 FL+ a r y V 844. 1
TYPE I
CLEAN OUT
It. 851.0
INV. ELEV. 845.00
FINISHED FLOOR
ELEV. 851.50
18" STORM RCP
(BY OTHERS
STORMTEC ISLAND (WEST)
STORM UNDERGROUND STORAGE
29 ROWS x 12 CHAMBERS (140'x90')
AN 9 RAYS x 4 CH BER (45x30')
BO OM UNI 8 3.50
2YR Ea.= ;43.8E
10 FL+ +s; E 1 844.73
00 FL i D V. 846.: 2
II••II•uII ••11 ••11 •.IIa\II•.IIuI1••1111•/1
mum ■..auuui■■ immo■ mum ■u.u.u.,.i.au.i.iai•
N w A A A
REVISIONS
/11/06 REVISED PER COMMENT
LETTER DATED 1/10/06 AND ADDED
SHEET C402 MG
TYPE I
CLEAN OUT
TC. 853.3
INV. ELEV. 847
10' BUILDING U
CONTRACTOR SHALL RELOCATE ALL
EXISTING UTILITIES ON SITE
STREET
GARAGE FINISHED FL
851.50
ED FL
851.50
FINISHED FLOOR
ELEV. 853.50
STREET "B"
0 BUILD!
TYPE I
CLEAN OUT
TC. 853.5
INV. ELEV. 847.00
DRAWING:
DATE:
PROJ. NO.:
DRAWN BY:
SHEET NO.:
TUBE FILE
2308203
08/18/04
2308
cEj
!1
11
11
11
11
11
11
11
11
11
11
11
11
11
1
11
11
4 j ll
i
/1 1 11 /I
ll 11
11
11
1I
I1
1/
I
w
Z
w
J
0
U
1/
1/
11
1/
11
I/
11
I
II
11
1
1/.
1
I
1
I 1
E/T I 011E
cza.
00
r
2 c1 I
0
-J r
N u
0
G) O L
C c
.F .ri
bJ c
5
U p
0
N
a)
0
0
0
0
U
�t-
00
4-
0