HomeMy WebLinkAboutC400 Utility PlanSTORM STRUCTURE DATA TABLE
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
1
END SECTION
11
INLET TYPE 'J'
R- 3287 -10V
2
MANHOLE TYPE 'B'
R- 3287 -10V
12
INLET TYPE 'J'
R- 3287 -10V
3
MANHOLE TYPE 'B'
R- 3286 -8V
13
INLET TYPE 'J'
R- 3287 -10V
4
MANHOLE TYPE '8'
R- 3287 -10V
14
INLET TYPE 'A'
R- 3286 -8V
5
MANHOLE TYPE '8'
R- 3286 -8V
15
END SECTION
6
MANHOLE TYPE 'B'
R- 3286 -8V
16
"S
7
INLET TYPE 'A
R- 3286 -8V
8
INLET TYPE 'A'
R- 3286 -8V
9
INLET TYPE 'J'
R- 3287 -10V
10
INLET TYPE 'A'
R- 3266 -8V
0
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11 iii i 1 i i 1 1 i
1 1
1 1 1 1 1 1
1 1
UT UT
10 N=
=10 "SAN
Y
12' -12'SD 12"S
CONCRETE SIDEWALK
EX TC 865.45
Alah
SWIM 011111■31g IMMO *WW1
-UT
8 LF OF 12"
RCP 0 0.45X
T.C. 869.05
INV. 865.57
8 LF OF 12"
RCP 0 0.45%
T.C. 869.05
INV, 865.16
T. C. 869.05
INV. 865.55
.lim -1- 1 1
JT------ UT-- f---- -\\JT UT i UT -UT
I T(' R Cr?
14
13
T.C. 868.65
INV. 865.53
124 LF OF 15"
RCP 0 0.33%
T.C. 869.05
INV. 865.12
CLEANOUT
INV. 862.00
CLEANOUT
INV. 861.00
8 LF OF 12"
RCP 0 0.45%
100 LF OF 6"
PVC 0 1.00%
CONNECT TO EXISTING MAIN
W /TAPPING SLEEVE AND VALVE
UT
UT UT
r
25 LF OF 6"
PVC 0 1.00%
N �19a 'SAN
EXT TC 86713
L INV E8 :4.03
E-- ESMT, 1
TC 868.41
"CO
ER
100 LF OF 6"
PVC 0 1.00%
fi r- 30' GREENBELT SETBACK
140 LF
OF 30"
RCP 0 0.16%
T.C. 869,05
T.C. 869.05
INV. 864.77
m
CLEANOUT
INV. 861.00
T.C. 869.30
INV. 865.30
9 T.C. 869.30
INV, 865.26
8 LF OF 12"
RCP 0 0.45%
T.C. 869.47
INV. 860.00
ASPHALT
1 TC 868.88
INV. MS 864.53
INV. W 865.14
10 SAN
END SECTION
INV. 863.82
33 LF OF 12"
PVC 0 0.55%
.c. 869.30
T.C. 865180
12 LF OF 12"
RCP 0 0.499;
UT
16
C1
T.C. 869.05
INV, 865.51
CLEANOUT
INV. 863.25
4" DOMESTI WATER
(2) MfTErS
ICE B
R.S.F
7-o 11
F.D.C.
100 LF OF 6"
PVC 1.00%
CLEANOUT
INV. 863.00
8 LF OF 24"
RCP 0 0.24%
T.C. 869.05
INV. 864.75
T.C. 869.20
INV. 865.20
�1
6
m
0
10
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N MI
a J
a
1
w
16
0
END CAP WITH
7" ORIFICE OPENING
INV. 864.00
1 1 t 1
r 1 1,*" \I
t r 1 7 1
f 1 n
1 1
1 T.C. 869.40
I
INV. 864.27
4 rl 11
IJl 11
'1 r 11
I# 11
11 11
It •1
11 11
1# 11
11 II
11 It
T.C. 869.05 .C. 869.88
INV W 865.64 T INV. 866.38
INV S 865.74
reN 869.88 r
L INV: 866.38
X 14 •1
AI
1
1
8 LF OF 12"
RCP O.
4%
1
WTI �M w,® .JaTBr
nn e■
UT UT UT U
-r-1- -1- 1
dumb
-UT
POND "B"
100 YEAR ELEV. 867.95
NORMAL POOL ELEV. 864.00
POND BOTTOM ELEV. 856.00
0.73 ACRES
11 Ik
IA
If
UT `r"== =17I (1 (YT
w4:r r -D T I 0 f"11 -Ai ie'��/1 /AA 1 STREET
IJ 1` L
10"SAN 18''SIXt -1
CONCRETE SIDEWALK
*CASTINGS TO BE NEENAH OR EQUAL
**END CAP WITH 6" ORIFICE OPENING
188 LF OF 30"
RCP 0 0.26%
1# Al
1" tt
II
to
41
AI
11
11
I1
At
11
1l
01
11
/1
1 S1\11
END SECTION
INV :63.78
004
141
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lV. S', 866.22
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11 1 1t
10 11 1 1 11
IN I 1 1
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11 4 112' �w.��
11 r 423 LF OF 15
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8
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LEGEND
EXISTING
0
0
LE X,
E
X
SD
SAN
WTR
WATER VALVE
UT UT
GENERAL NOTES
40 80
GRAPHIC SCALE IN FEET
CONSTRUCT NEW MANHOLE OVER EXISTING STUB
STORM CURB INLET
STORM INLET
CLEANOUT
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
UNDERDRAIN
SANITARY SEWER
WATER LINE
FIRE HYDRANT
UNDERGROUND ELECTRIC
TRANSFORMER
GAS
GAS METER
UNDERGROUND TELEPHONE
WATER METER
POST INDICATOR VALVE
THRUST BLOCK
120
DONT
D10
BLIND
PROPOSED
as
1
0
6"WTR
UE
1
G
0
UT
1, SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS.
2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC,
CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO
ASTM C -478.
4. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO
ASTM C-443.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF'
12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN
ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO
ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY
POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P. E. 3344 33C.
6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
SPECIFICATIONS.
7. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED.
8. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CITY OF
CARMEL.
9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH
JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS
POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S),
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
PARTICULAR SPAN.
10. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 -382 -5544
AND CARMEL UTILITIES AT 317 -571 -2648 OR FAX 317 -571 -2653.
11. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
12. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE
STORM SEWER SYSTEM.
13. SIDE SLOPES 3 :1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
EROSION CONTROL BLANKET.
14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
TEMPORARY SEEDING AND MULCHING.
15. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED
PRIOR TO PAVING CONSTRUCTION.
16. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
ENT
ENTIRE TRENCH PAVEMENT. IF SHAL E OF RANUELNARH 15 WITHIN 5' OF PAVEMENT
171 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
SHALL BE PER DIRECTION OF AGENCY.
'HOLEY MOLZY'
1 -800 -382 -5544
CALL TOLL FREE
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