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0 SANITARY SEWER TABLE
SIR #
STA BASE
OFFSET
LT/RT
TYPE
TC
17
0+10.14 B
30.00'
RT
MANHOLE
756.30
18
1 +46.10 B
30.00'
RT
MANHOLE
755.40
19
3+35.55 B
46.70'
RT
MANHOLE
757.50
20
14+66.67 A
30.00'
LT
MANHOLE
759.50
21
12 +10.67 A
30.00'
LT
MANHOLE
763.50
22
4+69.41 B
35.00'
RT
MANHOLE
756.20
23
13+14.42 C
40.00'
LT
MANHOLE
762.30
24
14 +71.55 C
40.00'
LT
MANHOLE
760.00
28
11 +41.40 C
30.12'
LT
MANHOLE
762.50
29
8+46.19 C
30.50'
LT
MANHOLE
762.00
0-- =;---
0
0 STORM SEWER TABLE
STR #
STA M
OFFSET
LT/RT
TYPE
TC
119
13 +99.03 C
195.05'
LT
END SECTION
-
120
13+81.54 C
168.21'
LT
MANHOLE
755.50
121
14 +05.00 C
15.00'
LT
CURB INLET
759.31
122
14 +05.00 C
15.00'
RT
CURB INLET
759.31
123
14 +53.37 C
40.00'
RT
MANHOLE
761.50
129
3+77.68 A
57.55'
RT
MANHOLE
756.50
130
5+47.72 A
40.00'
RT
MANHOLE
761.50
157
6 +47.18 A
15.00'
RT
I CURB INLET
757.00
158
3+35.97 A
15.00'
LT
CURB INLET
757.170
180
9 +50.00 C
15.00'
RT
CURB INLET
759.74
181
9 +50.00 C
15.00'
LT
CURB INLET
759.74
755
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TYPICAL MOUNDING DETAIL
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8
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BENCH MARKS
IBM CUT & ON SOUTHEAST CORNER OF 116th STREET
BRIDGE OVER COOL CREEK
ELEV.- 748.83
IBM BENT SPIKE ON CENTERLINE OF 116th STREET AT
THE NE. CORNER OF THE NW 1/4 OF SEC. 33- 18N -4E
ELEV.- 786.14
182 14+90.91 A 48.7, RT BEEHIVE 50 REFER TO SHEETS S -10 & 11
B1 14 +51.30 C 184.23' RT BEEHIVE 763.30
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ASSUMED NORTH
SCALE 1 s = 56
2
8 9 1Q 11
12
13
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14
HOLEY MOLEY SAY8
"DON'T
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(CALL MONDAY - FRIDAY 7AM - 6PM)
CALL TOLL FREE
1 -800- 382 -5544
FOR CALLS OUTSIDE OF INDIANA
1 -800- 428 -5200
PER INDIANA STATE LAW IS- 69 -199L
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
New Storm Sewer
New Sanitary Sewer
(Laterals are shown for reference only
See Sanitary Plan do Profiles for Locations)
Existing Contour
Exiting Elevation
New Pavement Grade
All Other Finish Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
Swale (rt)_... -. --
E
L
GENERAL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS FOR CITY OF CARMEL
REGIONAL WASTE DISTRICT SHALL APPLY FOR
ALL SANITARY SEWERS.
3. ANY PART OF THE SANITARY OR STORM SEWER
TRENCHES RUNNING UNDER PAVED AREAS TO BE
BACKFILLED WITH GRANULAR MATERIAL.
4. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION ' OF SERVICES.
5. SIDEWALKS SHALL BE NON- REINFORCED
CONCRETE 4" THICK (6" THICK AT DRIVEWAYS)
AND 4' IN WIDTH.
6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF
EACH LOT TO BE CONSTRUCTED BY OTHERS.
7. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.