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inv(s): 845.49
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exist curb inlet
tr: 854.73
inv(w): 850.62
inv(s): 847.04
in v(n ): 847.04
exist curb inlet
tr: 852.66
inv(n): 845.04
inv(w): 848.61
in v(s): 845.01
exist curb inlet
tr: 851.85
inv(n): 844.63
inv(s): 844.53
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BENCH INFORMATION
('88 datum)
BM 839
BRONZE DISK SET IN THE TOP OF THE NE CORNER
OF A CONC. SWITCH BASE; 8 INCHES BELOW THE
LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST
OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH
STREET; 10 RAILS NORTH OF THE CROSSING OF
THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE
POST B 170; 2 MILES SOUTH OF THE STATION
ALONG THE RAILROAD.
STAMPED "Y 42 1934 ".
ELEV = 838.62
ASI TBM 81
CHISELED "X" ON EAST BOLT FIRE HYDRANT ON
WEST SIDE PENNSYLVANIA STREET IN FRONT OF
ADDRESS: 12065; EAST MOST OF TWO FIRE
HYDRANTS.
ELEV = 860.20
ASI TBM 51
CHISELED "X" ON NORTHWEST BOLT FIRE HYDRANT;
±30' EAST OF q PENNSYLVANIA STREET AND ±85'
NORTH OF � CITY CENTER DRIVE.
ELEV = 854.52
ASI TBM 52
RAILROAD SPIKE E. SIDE UTILITY POLE #068 -607;
±125' EAST OF US 31 EAST SHOULDER AND ±80'
SOUTH OF (� OLD MERIDIAN STREET.
ELEV = 861.31
CAUTION H.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes,
inlets, valves, and marks made upon the ground by
others ) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
NOTE:
NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT
FLOODPLAIN STATEMENT
THE SITE IS NOT LOCATED WITHIN ZONE X AS
INDICATED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 18057CO208F, DATED
FEBRUARY 19, 2003.
0' 30' 60'
SCALE: 1"=30'
EXISTING LEGEND
PROPOSED EROSION CONTROL LEGEND
SF ■
BEEHIVE INLET
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CURB INLET
(�D
DRAINAGE MANHOLE
(�
MANHOLE
F-
GUY WIRE
MAILBOX
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GUARD POST
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RIGHT -OF -WAY MARKER
(S )
SANITARY MANHOLE
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SIGN
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ELECTRIC MANHOLE
ID
ELECTRIC METER
LIGHT POLE
POWER POLE
0
TRANSFORMER
-G
GAS MARKER
GV
N
GAS VALVE
1--0
BRACE POLE
-b-
UTILITY POLE
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TELEPHONE HANDHOLE
Q
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
(
TELEPHONE BOX
❑
DETECTOR HOUSING
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TRAFFIC MANHOLE
TRAFFIC POLE
TRAFFIC PEDESTAL
FIRE HYDRANT
y0`
SPRINKLER VALVE
0
WATER WELL
®
WATER METER
wV
WATER VALVE
CONIFEROUS TREE
DECIDUOUS TREE
PROPOSED EROSION CONTROL LEGEND
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SILT FENCE
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CATCH ALL INLET
IP
PROTECTION
EROSION CONTROL
BLANKET
M.E.
MATCH EXISTING
EP
EDGE OF PAVEMENT
BC
BOTTOM OF CURB
TC
TOP OF CURB
000
CONTOURS
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TC 000.50 CURB ELEVATIONS
BC 000.00
000.00 SPOT ELEVATIONS
EROSION CONTROL NOTES
1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING,
SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE
SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ON SITE INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS
NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER
SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT
THE POINT OF DISCHARGE.
6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED
FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND
UNUSED BUILDING MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING
WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE BE
COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT
LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA
SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON
SITE.
11. THIS LOT DOES NOT LIE WITHIN FLOOD HAZARD ZONE 'AE' AS SCALED FROM THE
FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY
HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER
0208F, DATED FEBRUARY 19, 2003.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO
A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED
AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR
ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31.
STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED
WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE.
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REVISIONS
1 CITY 7/22/13
SHEET NO.
C400
OF
DATE: 0
07/09/2013
DRAWN BY: J
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CHK'D BY: w
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JOB N0. 2
2013.00877
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