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1d n�' :` . : ' �, . � .
NOTE:
NO EARTH DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORMWATER MANAGEMENT
PERMIT
NOTE:
REFER TO THE SITE DETAILS FOR THE STORM
SEWER STRUCTURE DATA TABLE
N OTE:
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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PROPOSED 10� YR �
k.�'�� FLOODPLAIN �
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FLOOD PLAI N STATEM EN T
THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS
INDICATED ON THE FLOODWAY INSURANCE RATE MAP
COMMUNITY PANEL NUMBERS 18057CO236F, DATED
FEBRUARY 19, 2003.
MINIMUM FLOOD PROTECTION GRADE: 742.50
MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2
FEET ABOVE AN Y ADJACEN T 100- YEAR LOCAL OR REGI ON AL FLOOD
ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS,
PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE
MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
MINIMUM LOWEST ADJACENT GRADE: 742.50
THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST
GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE
FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING
STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS,
DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE
WINDOW WELL).
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
EN GI N EER I F VARI ATI ON EXI STS.
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 LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO AN Y AN D ALL CON STRU CTI ON.
1- 800- 382- 5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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II tr: 738.55
� inv(s):726.55
�� � inv(n):726.40
�� � inv(se):726.71
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��inv(w): 734.55
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BENCH INFORMATION C1929 DATUMi
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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38'
RIP RAP REQ'D:
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P ON D EM ER GEN CY SP I LLWAY
N OT TO SCALE
11' OF NATIVE PLANTINGS REQ'D
�,.�,_...��.,,� ABOVE NORMAL POOL
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__�, .�..__�, .�..__�, _.ti
,° 100 � YR. FLOOD � ;�
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POND BOTTOM �;
EL=722.00 ... �����. /
ELEV: 741.60
ELEV: 739.60
TOP �OF �BANK��� '`-��
--..�� � `�° -�. ��.__ � ��_� 4
3 � 741.60 ���
. . � ��_.��__..^�-.__...._. L� � �
"DO NOT MOW" SIGN
; '� L 10' SAFETY SH E�F
4 _ _�, ...__, _�,.._._z�..___�,...__�:. ----��...__�,...__�,... z�.._ �..--�,.::....,�,___�..__�,.;...,...:--��_ �:
���,_: 6"� TOPSOIL .CAP ON CLAY LINER REQ'D `;
�'�; 12" CLAY LINER REQ'D �
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t� ._...•. _.- � ��_--� .
'�.... ��ti�__ •��... -���__ -�__ � � �__ � �.__ ���-.__ �'�,.. � •t....: � ��_..:
DETENTION POND CROSS-SECTION
N OT TO SCALE
0' - 40' 80'
SCALE: 1 "=40'
EXI STI N G LEGEN D
� BEEHIVE INLET
� CURB INLET
Q DRAINAGE MANHOLE
Q MANHOLE
� GUY WIRE
� MAILBOX
• GUARD POST
� RIGHT-OF-WAY MARKER
Q SANITARY MANHOLE
-� SI GN
� ELECTRIC MANHOLE
m ELECTRI C M ETER
� LIGHT POLE
� POWER POLE
� TRANSFORMER
-� GAS MARKER
GV
� GAS VALVE
�-O BRACE POLE
� UTILITY POLE
e TELEPHONE HANDHOLE
�T TELEPHONE MANHOLE
� TELEPHONE PEDESTAL
JI� TELEPHONE BOX
o DETECTOR HOUSING
� TRAFFIC MANHOLE
fi� TRAFFIC POLE
� TRAFFIC PEDESTAL
� FIRE HYDRANT
�O` SPRINKLER VALVE
Q WATER WELL
� WATER M ETER
� WATER VALVE
�
CONIFEROUS TREE
a DECIDUOUS TREE
PROPOSED GRADING LEGEND
M.E. MATCH EXISTING
EP EDGE OF PAVEMENT
BC BOTTOM OF CURB
TC TOP OF CURB
000 CONTOURS
••• FLO W LI N E
TC 000.50 CU RB ELEVATI ON S
B� 000.00
000.00 SPOT ELEVATIONS
AN ELECTRICAL
TRANSFORMER
A SIDEWALK FLUSH WITH ASPHALT
B TRANSITION FROM 0"-6" CURB
� CURB FLUSH WITH ASPHALT
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•.•.•.•.•.•.•.•.•.•.•.•.•.•. �
.............. NATIVE SEEDING .;
1. ALL WORK TO CON FORM TO STATE AN D LOCAL REGU LATI ON S.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR
TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD
CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND
EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S
AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO
START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and
depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR
OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING
CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR
MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR
REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR
TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS
INDICATED.
11. ALL STORM SEWER M ATERI ALS AN D I N STALLATI ON SH ALL CON FORM TO LOCAL STAN DARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS.
14. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR
BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE
BALANCE.
15. THIS LOT LIES WITHIN FLOOD HAZARD ZONE 'X' & ZONE 'AE' AS SCALED FROM THE FLOOD
INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY,
CITY OF CARMEL, COMMUNITY NUMBER 18008� & 180081. PANEL NUMBER 0236F. DATED FEBRUARY
19. 2003.
16. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND
STORMWATER QUALITY ORDINANCES.
17. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER EXCEPT WHERE LOCATED IN RANDALL
BYPASS RIGHT-OF-WAY. STORM SEWER LOCATED IN RANDALL BYPASS RIGHT-OF-WAY IS PUBLIC M
STORM SEWER. �
18. 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 o
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 Z
REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE �
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR o
LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT v
THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED o0
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.
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DATE: 12/21 /12
DRAWN BY: PED
CHK'D BY: AF
�OB N 0. 2012. 01436
R EVI SI ON S
3 ADLS/DP 06/04/13
4 TAC 08/16/13
5 COMMENTS 09/10/13
g COMMENTS 09/25/13
7 COMMENTS 10/09/13
SH EET N 0.
OF
2012. 01436. CE. 07. C400. GP. d wg