HomeMy WebLinkAboutL010.2 Existing Drainage Plan 12911 N. Meridian0
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END SECTION 34
INV. 863.76
I
I
---I_ -Z - s \
POND "A" (0.59 ACRES)
POND BOTTOM ELEV. 856.00
NORMAL POOL ELEV. 864.00
100 YEAR ELEV. 867.86
10 YEAR ELEV. 866.57
2 YEAR ELEV. 865.49 -
END SECTION
INV. 863.54
i" /
END CAP WITH
47 LF OF 12" ____17 11
57" ORIFICE OPENING \
PVC @ 0.50% INV. 864.00 BUILDING
__-=-=---------------- --- I 3-STORY OFFICE BUILDING
0
�25-
T.C. 869_15 \� I 106,511 R.S.F.
J 8 LF OF 12" INV. 866.03 \o II I F.F.E. 870.50
\
I I I RCP @ 0.31Y,, \ �V
_ 1 4" DOMESTIC WATER 120 LF OF 30"
-------------� 1 / / �(2) 2" WATER METERS / RCP @ 0.26%
/IIII jCOLCLEANOUT_ /
INV. 863.23 /
_T.C. 869.05 F__
v I I Pi�
INV. 866.05 LJ II 28 LF OF 6" I�I,re L� TI _ _ _ �(r-- Z Q�� T tF n -r r1'�
I I I I I / 1 I // PVC @ 1.�0% / L - - y1 L I�z\ TL J-I-L I�}.}-IJ
(n� I I� ���124 LF OF 15" ���� I III D.C.
�� / N
I _ I_ I III III I III I`
RCP @ 0.28%
� _
N 19 T.C. 869.00
I INV. 863.85rtl-T 86�6.10 TIC. .0F l J � El
II 95 LF OF 6" I / COL CLEANOUT� 75 LF OF 30"
„ II F_ 71T.C. 869.05 PVC @ 1.00%- �/ I `/ INV. 862.951 I / I 99 LF 0. 30 `mil RCP @ 0.26%
�11 LF OF 12" I / RCP @ 0.24%
8 LF OF 12 _ 24 ------ _ V I II / �j HRCP @ 0.36% I/ �20
II J INV. N&E 865.64 �- _ T.C. 869.80
RCP @ 0.31 % INV. S 866.03 (
(n) I \ �� ��i / / INV. W 865.68 (� �l //I I I� �1 I / / s = _ �. INV. 864.04 _ 1 1 LF OF 30"
III RCP @ 0. 4%
- -I -1-1- III II/�fl IIII\_=_----= Ill #�
9LFOF12- - -
r1 \
I I IFU�UF�E l I I / / 1�V \ CLEANOUT ^� J I RCP @ 0.96% \
- - - - CO I 170 LF OF 24" T C. 869.30
i DEVELOPMENT `JII INV. 862.00 `/ 176 LF OF 24" T.C. 869.05 22 21
II RCP @ 0.59% I V. 864.07
/ T.C. 869_05 � I RCP @ 0.19% INV. N&S 864.30
INV. 866.05E_29J II I I II T.C. 869.05 INV. W 866.06
23 -----
s-- II`� 124 LF OF 18" I I, 100 LF OF 6" L J INV. E 8 865.31
yl I I I I (n) I rr y� (� PVC @ 1.00% INV. E 865.87
RCP @ 0.31 % � I I I INV. W 866.01 u
r I I I I III III I I II III III � IIII I III lyl III � III III II
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' II I
k )i l�J I I k l� �J T.C. 869.05 13
I I I 122 LF OF 15" I v I .C.rr9.8
T.C. 869.05 RCP @ 0.33% 16 T.C. 869.88 14 I V. 5.86
32 - C 8 - - I I �I I F_ 71T.C. 869.30 INV 866.28 INV. 865.98
�I J INV. 866.03 I I I I �31�J INV. 866.30
(r I/ (II I I� I I III -r�113 LF )F 870.38 15
I I I III III I I \\ IV 11/// INVLE861 OTO ` j -IN- -�11 I I \\ IV �I�// III VI I� RCP @ 23% IN . 866.02
I I I I I HI I�-------- �----------III IH���------\- - - - - - - - -I------ -
III III //III I\ III II I I�� / II II\ III III III III
I I I I I I / 11 \ I1 P I I / it \�30� T.C. 869_30
/ 8 LF OF 12" l �1 1
BUILDING "I"
3-STORY OFFICE BUILDING
106,511 R.S.F.
F.F.E. 870.50
12" PVC
ROOF DRAIN
12" PVC
ROOF DRAIN
CLEANOUT CO
y105 LF OF 12"
RCP @ 0.61 %
12" PVC
ROOF DRAIN -
j \ T.C. 869.50 7
INV. 865.41
8 T.C. 869.30 � 64 LF OF 15"
INV. 866.05 III III RCP @ 0.62%
11 T.C. 869.30
INV. 865.59
CO CLEANOUT
T.C. 869.30 6
INV. 865.02
198 LF OF 21 " RCP @ 0.32%
9 LFOF21"
T.C. 869.30 �/ 869.05
I I I I I I I \ L J INV. 866.28 ° 3 LF OF 15" 144 LF OF 18' `� RCP @ 0.17% �� T.C. 869.50 10
_T.C. 869.05 RCP @ 0.31 % I / 8 LF OF 12" 17 8 LF OF 12" RCP @ 0.27%
33 100 LF OF I / INV. 866.30 RCP @ 0. 1 % 0.18% ft[�C.
. 865.60 INV. 864.94
INV. 866.05 L J RCP @ 0.31
PVC @ 1.00 . I 36 LF F 15"
CONNECT TO EXISTING MAIN_ � � T C. 869.47 RCP 0.33%
l _ ( 1 r 9 LF OF 24"
I I I I (�1 I V�QTA PING SLEEVE AND VALVE �l I I ` �� j INV. 860.00 I u�l I� I RCP @ 0.21%
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____ - _---- - ----- ----- - -- -- - - - - - - - - - - - - - - - - ----I.I---- - - - - - - - - - - - - - - - - - - - - - -
I 35' EXIST 1 /2 ROW
- - - - - - - - -4 - -
0 35' NORTH PENNSYLVANIA STREET 45 1�2 R°o v° 50' WATE LINE ESMT.
EP-40NE- ESMT. N U) 1/2 ROW1�
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END SECTION1
INV. 863.62
0 40 80 120 \
z
0
GRAPHIC SCALE IN FEET = /
4 LF OF 30"
_ RCP .32%
Of
>68.E OF 30"
4" DOMESTIC WATER RCP @ 0.30%
(2) 2" WATER METERS-\
I
2 T.C. 869.10
INV. E 863.95
INV. SW 863.95
CLEANOUT
INV.:. ' INV. SE :r
-�� . J
F
12" PVC 0 LF OF 6"
ROOF DRAINS VC @ 1.00%
T.C. 869.05
INV. NW 864.44 4 00
INV. E 864.44 99 LF OF 30"
INV. S 864.50 R�CP @ 0.29%
10 LF OF 18"
1111 RCP @ 0.4 %-7
INV.�863.87 CO
T.C. 869.05 5 00
INV. 864.57
w
9 LF OF 18" 100 LF OF 6"
RCP @ 0.73% I PVC @ 1.00%
INV. 862.87 Co
00 w
186 LF OF 24" D
RCP @ 0.26%
100 LF OF 6"
PVC @ 1.00%
I
CLEANOUT w
INV. 861.87 CO 00 9 T.C. 869.30
INV. S 864.93
1-0"SAN= _ � - -1-9-�:SAN � \ 10"SAN-
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LEGEND
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CONSTRUCT NEW MANHOLE OVER
EXISTING STUB
EXISTING
PROPOSED EXISTING
STORM CURB INLET
0
STORM INLET
■
CLEANOUT
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0
SANITARY MANHOLE
O
FEXJ
STORM STRUCTURE NUMBER
=T
( EX \
SANITARY STRUCTURE NUMBER
100
- - - - - - SD -
STORM SEWER
UNDERDRAIN
- - - - - - - - -
- - - SAN - - - -
SANITARY SEWER
WTR
WATER LINE
6"WTR
�
FIRE HYDRANT
Alk
&
WATER VALVE
ASPHALT
- \ / - - - - - - - - - - - -
_ � 1 0'SAN 7 _ -- - f-0'-`SAID - - To' �0"�AN-
J' CONCRETE SIDEWALK
PROPOSED
UNDERGROUND ELECTRIC UE
TRANSFORMER 99
GAS G
GAS METER
UNDERGROUND TELEPHONE UT
WATER METER
POST INDICATOR VALVE
N
THRUST BLOCK
DONT
DIG
BLIND
'HOLEY MOLEY'
1-800-382-5544
CALL TOLL FREE
GENERAL NOTES
w87 LF OF 6"
=) PVC @ 1.00%
01 NV. 860.22
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- - ---------------
I 0"SAN - - 7 1 0 SAN 0"SAN - - 10 AN -
CONCRETE SIDEWALK MANOR
HEALTHCARE IIII
CORP.
ASPHALT
D
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1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
10.
EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS.
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC,
"A"
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS
CONSTRUCTED OF CLASS 4,000 PSI CONCRETE, AND CONFORMING TO
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544
ASTM C-478.
AND CARMEL UTILITIES AT 317-571-2648 OR FAX 317-571-2653.
4. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO
11.
ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
ASTM C-443.
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
12.
FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE
TO ASTM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF
STORM SEWER SYSTEM.
12454-B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN
ACCORDANCE WITH ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO
13.
SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
ANSI SPECIFICATIONS A21.51 AND AWWA C-151, OR HIGH DENSITY
EROSION CONTROL BLANKET.
POLYETHYLENE PIPE CONFORMING TO ASTM-3350 CELL CLASS P.E. 3344 33C.
6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
14.
ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
SPECIFICATIONS.
TEMPORARY SEEDING AND MULCHING.
7. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
15.
SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED
PERMIT HAS BEEN OBTAINED.
PRIOR TO PAVING CONSTRUCTION.
8. ADDITIONS, DELETIONS, AND/OR REVISIONS TO THE SANITARY SEWER
16.
GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
F ILITI
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CITY OF
F
5 FEET OF PAVEMENT. IF ANY PART OF TRENCH IS WITHIN 5' OF PAVEMENT
ENTIRE TRENCH BACKFILL SHALL BE GRANULAR.
A
17.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE
SHALL BE PER DIRECTION OF AGENCY.
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.
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- - SAN - -DEVELOPMENT - - -
COMPANY LLC
STORM STRUCTURE DATA TABLE
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
1
END SECTION
-
19
MANHOLE TYPE 'B'
R-2510
2
MANHOLE TYPE 'C'
R-3010
20
MANHOLE TYPE 'B'
R-3010
3
MANHOLE TYPE 'C'
R-3010
21
MANHOLE TYPE 'B'
R-3010
4
MANHOLE TYPE 'B'
R-3010
22
MANHOLE TYPE 'B'
R-3010
5
INLET TYPE 'A'
R-3286-8V
23
MANHOLE TYPE 'B'
R-3010
6
INLET TYPE 'A'
R-3286-8V
24
MANHOLE TYPE 'B'
R-3010
7
INLET TYPE 'A'
R-3286-8V
25
INLET TYPE 'A'
R-3286-8V
8
INLET TYPE 'A'
R-3286-8V
26
INLET TYPE 'A'
R-3286-8V
9
MANHOLE TYPE 'B'
R-3010
27
INLET TYPE 'A'
R-3286-8V
10
INLET TYPE 'A'
R-3286-8V
28
INLET TYPE 'A'
R-3286-8V
11
INLET TYPE 'A'
R-3286-8V
29
INLET TYPE 'A'
R-3286-8V
12
INLET TYPE 'A'
R-3286-8V
30
INLET TYPE 'A'
R-3286-8V
13
INLET TYPE 'A'
R-3286-8V
31
INLET TYPE 'A'
R-3286-8V
14
INLET TYPE 'A'
R-3286-8V
32
INLET TYPE 'A'
R-3286-8V
15
INLET TYPE 'A'
R-3286-8V
33
INLET TYPE 'A'
R-3286-8V
16
INLET TYPE 'A'
R-3286-8V
34
END SECTION
-
17
INLET TYPE 'A'
R-3286-8V
35
END SECTION
-
F_ 18
END SECTION
-
*CASTINGS TO BE NEENAH OR EQUAL
**END CAP WITH 6" ORIFICE OPENING
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