HomeMy WebLinkAboutC400 Utility PlanSTRUCTURE DATA TABLE
STRUCTURE NO_
STRUCTURE TYPE
CASTING TYPE*
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
1
END SECTION
11
INLET TYPE 'A'
R -3405
2
END SECTION
400 FT.
12
END SECTION
5
INLET TYPE 'A'
R- 3286 -8V
13
INLET TYPE 'A'
R- 3286 -8V
7
INLET TYPE 'A'
R- 3286 -8V
14
INLET TYPE 'A'
R- 3286 -8V
8
INLET TYPE 'A'
R- 3286 -8V
15
END SECTION
9
END SECTION
16
END SECTION
10
INLET TYPE 'A'
R -3405
17
INLET TYPE 'A'
R- 3286 -8V
7:36
8 :52
10 :08
18
INLET TYPE 'A'
R- 3286 -BV
239
2.374 L
9:28
19
END SECTION
11:52
13:51
15:49
17:48
12
11:20
PPE
DIA.
IN.
MINIMUM
TIME,
MINTS
LENGTH FOR
MINIMUM
TIME, FT.
TIME FOR
LONGER
LENGTH, S
SPECIFICATION TIME FOR LENGTH (L) SHOWN, MIN :S
100 FT.
150 FT.
200 FT.
250 FT.
300 FT.
350 FT.
400 FT.
450 FT.
4
3 :48
597
0.360 L
3 :46
3 :46
3:46
3:46
3 :46
3 :46
3 :46
3 :46
6
5:40
386
0.854 L
5:40
5 :40
5:40
5:40
5:40
5:40
5 :42
6:24
8
7:34
298
1.520 L
7 :34
7 :34
7 :34
7:34
7:36
8 :52
10 :08
t 1:24
10
8 :26
239
2.374 L
9:28
9:28
9:28
9:63
11:52
13:51
15:49
17:48
12
11:20
199
3.418 L
11 :20
11:20
11:24
14 :15
17:05
19:58
22:47
25.38
16
14:10
158
5.342 L
14:10
14:10
17 :48
22:15
26:42
31 :09
35:36
40:04
18
17 :00
133
7.82 L
17 :00
19:13
25 :38
32 :03
26 :27
4-4:52
51:15
57:41
21
19:50
114
10,470 L
18:60
26:10
34 :54
43:37
52:21
61:00
69:48
78:31
24-
22:40
89
13. L
22:47
34 :11
45 :34
56:58
68 :22
79:46
91:10
102:33
27
25:30
88
17.306 L
28:51
43:16
57:41
72:07
86 :32
100:57
115:22
129:4-8
30
28 :20
80
21.388 L
96:37
53:26
71:13
89:02
108 :50
124:38
142 :25
160 :15
33
31:10
72
25.852 L
49:05
64:38
88:10
107:49
129 :18
150 :43
172:21
193 :53
38
34:00
86
30.788 L
61:17
76 :55
102:12
128:12
153 :80
179 :29
205:07
230:46
imunionis
T.C. 890.70
INV. 887.66
INV. 887.55
6"X8"
REDUCER
T.C.
INV.
890.65
887.46
15 LF
12" RCP
0.31%
101 IS OF 15'
RCP 0 0.38%
4 7 f OF'
12= ReP
0 0.31X
FIBER PTIC
90 If OF 12
RCP 0 0.25X
SEE ENLARG
THIS SKEET
8" 4
1.OX MtN.) II
ND SECTI N
R11►►Vim:Fa►fr1;
BORE WATER
UNDER STREET _O END SECTION
ROOF DRAIN
8" PVC 0 1.0% (MIN.)
0
SEE PLU BING
PLANS F R
Rt
108 LF OF 15'
RCP O 0.18
INV. 99TH STREET 887 31 UNDER PAVEMENT
(PRIVATE STREET)
PROPOSE' BUILDI
CLEANOUT
SEE PLUMBING PLAN FOR INVERT
NV. 881.
RISER PE
NG P
ROOF DRAIN
6" PVC O
1.0X (MIN.)
64 LF OF 6 SAN.
LATE_ BA .0 1.O%
INV. 880.91
59 LF OF 6 SAN.
LATERAL 0 1.0%
(BORE)
80 LF OF 15"
RCP 0 0.27
END SECTION
ROOF DRAIN
6" PVC 0
1.0% (MIN.)
END SECTION
INV_ 887.00
10 LF OF 1
RCP 0 0.3
17 LF OF 1
RCP 0 O. o
DON'T
DIG
BLIND
tY re)
CC
5
LL
0
J
-p
?HOLEY MOLEY'
1 -800- 382 -5544
CALL TOLL FREE
MAYFLOWER PPIRK
LOT 1, BLOCK 5
0
w
w
o<
L�
2
I OE D
Ii
0
N INV 888.91
-UT
0
1
1
1
1
1
1
1
0 0
0
24 "VCP
UE
1 END SECTION
INV. 887.60
1
ENLARGEMENT
SCALE: 1'=5'
1
1
1
6'x4' FDC
REDUCER -z
UT
T.C. 890.65
1
8 'VCP -SAN-
EX1 TC 891.89
INV N 878.53
INV S 878.13
INV E879.13
T
INV_ 887.63
0
T
INV. 887.41
AND VALVE
RELOCATE BURIED TELEPHONE
AS' NECESSARY fOR TORM SEWER
CONSTRUCTION. CONTACT ENGINEER
RELOCATION IS REQUIRED. MAYFLOWER PARK
BLOCK 6
GENERAL NOTES
MAYFLOWER PARK
BLOCK 5
1_ ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED_
2. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED_
ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP
REGIONAL WASTE DISTRICT.
4. 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 UNE(S) CROSS BELOW SANITARY SEWER UNE(S),
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
PARTICULAR SPAN_
5. 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 UTIUTIES AND REPAIRING ANY DAMAGE DONE
TO THE UTIUTIES 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_
6. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS_
7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE
STORM SEWER SYSTEM.
8_ SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABIUZED WITH AN
EROSION CONTROL BLANKET.
9_ ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
TEMPORARY SEEDING AND MULCHING_
10. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED
PRIOR TO PAVING CONSTRUCTION_
11. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
5 FEET OF PAVEMENT.
12. 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.
T.C. 890.46
INV. 887.22
ALL
INV SW 878.89
ORE DRILL SANITARY
INTO MANHOLE
(KOR -N -SEAL)
EX, TC 887.82
INV 878.32
INV. N 880.39
SANITARY SEWER NOTES
MANHOLE DEPTH
10 FEET OR LESS
>10 FEET BUT <15 FEET
>15 FEET BUT <25 FEET
C) 0
NN
END SECTION
INV_ 887.09 19
E< 1 TC 887.77
INV NE 879.11
1. STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND INDIANA rrPARTMENT
OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. P:PPE SHALL BE
INSTALLED IN ACCORDANCE WITH SECTION 715.
MINIMUM ELAPSED TIME FOR A
PRESSURE CHANGE OF 1 INCH HG
60 SECONDS
75 SECONDS
90 SECONDS
f
2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM 0 -3034
(S.D.R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BE_! I'D GASKET.
THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFEtATION OF 12454B.
3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF AV- D- 3034 -89
SPECIFICATION- FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED i' ONE PIECE WITH
ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND
7.3.2. FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH
SECTION 7.11 WITH MANUFACTURERS STANDARD PIPE BELLS AND CASIEETS_ WALL THICKNESS
OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4.1 OF THE. SPECIFICATIONS_
GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MII~''4U °.4 CROSS- SECTIONAL
AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPE C ?=ICATION. FITTINGS
SHALL BE MANUFACTURED BY HARCO OR EQUAL.
4. ALL SANITARY MANHOLES SHALL BE 'PRECAST CONCRETE" MANHOLES 114 ACCORDANCE
WITH ASTM C -478 AND SECTION 720. 0 -RINGS SHALL CONFORM TO C -443. KENT
SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS
AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES
SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244-93, STANDARD
TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM)
TEST-
A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND IN3ICArING DEVICES MUST BE
IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS ANC ERFORMANCE
SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFAC i,'_RER AND ACCEPTED BY
THE ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TI- THE ENTIRE
MANHOLE, INCLUDING THE CASTING AND RISER RINGS.
B. WITH THE VACUUM TESTER SET IN PLACE:
1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH T `E VALVE OPEN.
2. DRAW A VACUUM OF TEN (10) INCHES OF HG. AND CL! SE, THE VALVE.
C_ ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABUSHED FROM THE ELAPSED TIME FOR
A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF
MERCURY..
THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE
MUST BE IN ACCORDANCE WITH THE FOLLOWING:
FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS
AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL_ THIRTY (30)
SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR
MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE
APPUCABLE MINIMUM ELAPSED TIME.
D. IF THE MANHOLE FAILS THE 1 ES r NECESSARY REPAIRS MUST BE MADE AND THE VACUUM
TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST_
E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE
MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED.
F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING
REPAIRED_
0
1
f
1
1
EX TC 889.27
INV SE 879.77
INV NE 879.67
TC 888.81
X INV S 884.71
INV N 884.36
INV SW 884.36
7 4 04 4)
04
Zo
'1 S
//7
1
1
1
1
1
X TC 889.40
INV SW880.50
INV NE 880.60
T.G. 889.81
INV_ 886.99
5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES
ABOVE TO 6- INCHES BELOW EACH JOINT_ THE APPROPRIATE PRIMER SHALL BE APPLIED
PRIOR TO APPLYING THE RUBBER COATING INSIDE JOINTS TO BE FILLED WITH PRECOAT
PLUG MATERIAL
6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI- SHIELD
"UNIBAND" OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4- INCHES OF THE
MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED. THE UNIBAND SHALL
EXTEND FROM 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 2- INCHES OVER THE
FLANGE OF THE MANHOLE CASTING FRAME.
7. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED
IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE SHOULD BE DISCREPANCY OCCUR BETWEEN
PLAN GRADE AND EXISTING GRADE_ NEW MANHOLE RING AND COVER SHALL BE INSTALLED
TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12- INCHES_
8_ BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR
MATERIAL TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACKFILLED
WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACKFILL UNDER SIDEWALKS
SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS
AFTER BACKF1LL HAS BEEN IN PLACE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY
AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF
CONSTRUCTION_
10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A
SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT,
TO INCLUDE LATERAL LOCATION, DEPTH AND LENGTH. SUCH "AS-BUILT PRINTS MUST BE
RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED_
THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE
SURFACE WITH A METAL FENCE POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT.
11. ALL SANITARY SEWER UNES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE
AIR TEST_ SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417 -92, AND SHALL BE
WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT THE
TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0.5 PSIG FOR EACH FOOT OF WATER
ABOVE THE SEWER LINE BEING TESTED_
12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL
HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION
OF 5% DEFLECTION TEST RESULTS_ *THE FOLLOWING ARE CONSIDERED NON FLEXIBLE PIPES:
CONCRETE PIPE, DUCTILE IRON PIPE AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE
PERFORMED WITH A NINE -POINT MANDREL PROVING RINGS SHALL BE AVAILABLE_
13. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER REPRESENTATIVE
FOR CERTIFICATION AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT..
14. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP
CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE.
15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW TI-HE
PIPE TO 12- INCHES ABOVE THE PIPE_ BEDDING FOR RIGID PIPE SHALL BE NO. 8 CRUSHED
STONE FROM 6- INCHES BELOW THE PIPE TO THE SPRING UNE OF THE PIPE AND FROM THIS
POINT TO 12- INCHES ABOVE SHALL BE FILL SAND OR EQUIVALENT_ MANHOLES SHALL BE
PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING.
16. WATER AND SEWER UNE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH
327 IAC 3 -6 -9.
17. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION,
AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED_
LE END
EXISTING PROPOSED
C3
0
0
L_ J
(Ex\
uE
4-
4
4-
UT
0
*CASTINGS TO BE NEENAH OR EQUAL
8 -INCH
10 -INCH
12 -INCH
15 -INCH
18 -INCH
30
60
GRAPHIC SCALE IN FEET
STORM CURB INLET
STORM INLET
STORM MANHOLE
SANITARY MANHOLE
SANITARY CLEANOUT
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
CONCRETE END SECTION
STORM SEWER
STORM UNDERDRAIN
(20 FT_ MIN. AT STRUCTURES)
SANITARY SEWER
WATER LINE
FIRE PROTECTION UNE
FIRE HYDRANT
THRUST BLOCK
POST INDICATOR VALVE
WATER VALVE
UNDERGROUND ELECTRIC
ELECTRIC UTILITY MARKER
ELECTRIC MANHOLE
TRANSFORMER
GAS
GAS METER
GAS VALVE
GAS UTILITY MARKER
PULLBOX
TELEPHONE PEDESTAL
TELEPHONE UTILITY MARKER
UNDERGROUND TELEPHONE
FIBEROPTIC LINE
DISABLED PARKING SIGN
SIGN
0.40%
0.28%
0.22%
0.15%
0.12%
90
TABLE 1
MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 PSIG
DROP FOR SIZE AND LENGTH OF PIPE INDICATED
w
8"W
4
UE
G
0
UT
FO
T
18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING
CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW
THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACORDANCE
WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 IAC 3- 6 -20). ANY PIPE
ENTERING EXISTING SE' :RS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED
PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND THE
LINES HAVE PASSED AL PUNCH LISTS.
19_ ALL SEWER LATERALS INSTALLED BY THE MAINUNE CONTRACTOR SHALL BE BEDDED THE
SAME AS THE MAIN LINE SEWER.
20. FORTY -EIGHT (48) H0U S NOTICE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT
PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN
PRIOR TO DOING ANY TESTING ON THE SEWER.
21. MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEWER" (NEENAH CASTING R 1642A OR
EQUAL) AND BE SELF SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE
CLEAR OPENING SHALL BE 24 INCHES. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1
AND STAMPED "SANITARY SEWER'.
22. THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE
DISTRICT ARE
SIZE 'OF PIPE MINIMUM CONSTRUCTED SLOPE
23_ THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR
EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL
BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON-
SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE
SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS_
24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER
SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO
MEET SUCH MINIMUM SLOPES_
25. LATERALS ARE TO BE TRACED WITH A MINUMUM SIZE OF 14 GAUGE WIRE FROM THE
WYE TO THE TERMINUS. THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND
THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE
BUILDING_
BROWNING
DAY MULLINS
DIERDORF
/ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
334 North Senate Avenue
Indianapolis, Indana 46204
P: 317.635.5030
F: 317.634.5409
E -Mail: bdmd @bdmd.com
Browning Construction
Construction Manager
251 North Illinois Street Suite 220
Indianapolis, Indiana 46204
P: 317.630.3661
F: 317.630,3664
E -Mail:
Woolpert, LLP
Civil Design
7140 Waldemar Drive
Indianapolis, Indiana 46268 -4192
P: 317.299.7500
F: 317.291.5805
E -Mail:
Steel Services Inc.
Structural Contractor
6007 South Harding Street
Indianapolis, Indiana 46217
P: 317.783.5255
F: 317.783.5256
E -Mail:
Structural Design Inc.
Structural Design
337 Main Street Suite A
Beech Grove, Indiana 46107
P: 317.822.0204
F: 317.822.0206
E -Mail:
Edwards Electrical Mechanical
Mechanical Contractor
6831 East 32nd Street
Indianapolis, Indiana 46226
P: 317.543.3460
F: 317.543.3479
E -Mail:
Vector Consulting
Mechanical Design
212 West 10th Street Suite D395
Indianapolis, Indiana 46204
P: 317.632.4444
F:
E -Mail:
Barth Electric Company, Inc.
Electrical
1934 North Illinois Street
Indianapolis, Indiana 46202
P: 317.924.6226
F: 317.923.6938
E -Mail:
CERT1FICATION
Project:
Drawn:
Checked:
Scale:
Issue Date:
Revision:
lirdk
a
,s‘,411,fit1011 s
1 N®.
1
U2::, 19800416,
STATE OF
,g6,gtg HMSO
DESIGN
DEVELOPMENT
ACES POWER MARKETING
OFFICE BUILDING
Carmel, Indiana
03061
PJD
GSS
05/26/04
UTILITY PLAN
C400