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N OTE:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE
DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR
LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT
THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED
TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
PROPOSED GRADING LEGEND
M.E. MATCH EXISTING
EP EDGE OF PAVEMENT
BC BOTTOM OF CURB
TC TOP OF CURB
000 CONTOURS
• • • FLOW LI N E
TC 000.50 CU RB ELEVATI ON S
BC 000.00
000.00 SPOT ELEVATIONS
GRANULAR BACKFILL
- • • • - HYDRAULIC GRADE LINE
EXI STI N G LEGEN D
� BEEHIVE INLET
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Q DRAINAGE MANHOLE
Q MANHOLE
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� MAILBOX
• GUARD POST
� RIGHT-OF-WAY MARKER
Q SANITARY MANHOLE
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� ELECTRIC MANHOLE
m ELECTRIC METER
� LIGHT POLE
� POWER POLE
� TRANSFORMER
-� GAS MARKER
GV
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i-O BRACE POLE
� U TI LI TY P OLE
e TELEPHONE HANDHOLE
�T TELEPHONE MANHOLE
� TELEPHONE PEDESTAL
JI� TELEPHONE BOX
o DETECTOR HOUSING
� TRAFFIC MANHOLE
fi� TRAFFIC POLE
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N OTE:
NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT
CAU TI ON ! !
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 LOCATI ON S OF SAI D EXI STI N G U N DER GROU N D
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
1— 800— 382— 5544
CALL TOLL FREE
— INDIANA UNDERGROUND —
N OTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CON TRACTOR TO VERI FY LOCATI ON, SI ZE AN D
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
NOTE:
IF IT WILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES
SH ALL BE LOCATED WI TH I N ON E FOOT OF
THE PROPOSED RIGHT-OF-WAY.
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FLOOD PLAI N STATEM EN T `,._-_z
:° 4
THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS �
INDICATED ON THE FLOODWAY INSURANCE RATE MAP :�
COMMUNITY PANEL NUMBERS 18057CO236F, DATED ��
FEBRUARY 19, 2003. �`
°
BENCH INFORMATION C1929 DATUM�
INDR TTA-15
AN ON E I N CH DI AM ETER STEEL ROD SET 1.0'
BELOW GROUND, 2.0' S. OF THE W. END OF THE
CARMEL CREEK N. HEADWALL BRIDGE ON 96th
STREET; 0.93 MILE E. OF KEYSTONE AVE.
ELEV — 737.87
ASI TBM �30
DISK STAMPED "HAMILTON C0." ON NW WINGWALL
OF 96th STREET BRIDGE OVER CARMEL CREEK.
ELEV —742.60
ASI TBM �60
CHISELED "X" ON SE BOLT FIRE HYDRANT; f600'
N. OF 96th STREET AND f30' W. OF RANDALL
ROAD.
ELEV — 739.76
ASI TBM �61
CHISELED "X" ON SE BOLT FIRE HYDRANT; f300'
N. OF 96th STREET AND f30' W. OF RANDALL
ROAD.
ELEV — 738.37
ASI TBM �62
CHISELED "X" ON SE BRACE POLE; f60' N. OF �
96th STREET AND f200' W. OF RANDALL ROAD.
ELEV — 740.11
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ERTIFIED BY 10/1 /2013
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DATE: 12/21 /12
DRAWN BY: PED
CHK'D BY: AF
�OB N 0. 2012.01436
REVISIONS
3 ADLS/DP 06/04/13
4 TAC 08/16/13
5 COMMENTS 09/10/13
6 COMMENTS �9/25/13
7 COMMENTS 10/09/13
SH EET N 0.
OF
2012.01436.CE.08.C401—C406.STMPP.dwg