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1,941 SFT
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1,100 SFT
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HOSE BIB TELEPHHOME MANHOLE
- - - - ® LID TRE: (HAMILTON COUNTY
-^ MAILPOS , OX ® WATER METER
bPOWER POE AREA
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BENCHMARK DATA (MAD.;3)) DEVELOPMENT)
IHELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE /600. 347 South 8th Street, Suite A
ELEY.&38.28
0 30' 60' AS TEM 50: RAILROAD SPINE NORTH SDE POWER POLE Noblesville, Indiana 46060
4
OD48-632 LOCATED AT SW DORMER OF THE
INTERSECTION OF 1057H STREET AND MCPHERSON
SCALE: 1'-30' STREET
E1EV_835.43
ASI IBM 51: CHISELLED 'll NW BOLT OF FOE HYDRANT LOCATED
1 4150' WEST OF COMBS ROAD AT THE N/ERSECCRa1
OF ,08TH AND COMBS ROAD; ±WSOUTH OF t ■
OF ,06TH STREET; t15' FRO" t OF ASPHALT O■ AMERICAN
EL 5E VE ,15,OBTIH STREET.11E SMUCTUREPOINT
GRADING LEGEND ��
ME MATCH EXISTING 7260 Studel-al SU I Indanapohs. Inds 46256
FL FLOWI.INE TEL 317./7.5560 I FAX 317.543.0270
www.etruc-po-com
BC BOTTOM OF CURB
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FALLY B 837.99 839.00 FOOT ABOVE ANY ADLA;CENT 1CC-YEAR LOCAL OR REGKJNA_
IFAILY C 84085 847.00 FLOOD ELEVATIONS WHICHEVER .S GREATER FOR ALL WINDOWS
IFAILY D 810.65 841.40 DOORS,PIPE ENTRANCES WINDOW WELLS, AND ANY OTHER
MOLE FAMILY A 83879 840.00 S7AUC7JRE MEMBER WERE FLOODWATERS CAN ENTER A
SINGLE FATLY B 510.5 841.40 BUILDING
AI&KqT qtApL- &3400
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LOWEST GRADE ADJACENT TO A SIRUCTLRE, WHERE THE SOIL
MEETS THE FOUNDATION AROUND THE OLTSDE OF THE
NORTH RAIN GARDEN CROSS-SECTION STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES SUPPORT POST'
N0' TO SCALE OR PIERS AND RIM OF THE WINDOW WE1'i.
ORANAGE SUYYARY:
TDP OF
BAN( THE 224 ACRE BASIN IS CONVEYED TO TWO PROPOSED RMN
GARDENS LOCATED IN THE SOUTHWEST CORNER OF THE SITE
100 YR. FLOOD 835. M 00 NEAND THE NORTHEAST AREA OF THE SITE, NOW IS IND
EL-8ll7 DISCHARGED TO THE SOU IN INTO THE EXISTING STORMWATER
SYSTEM LOCATED WTHIN THE CITY OF CARMEL RIGHT OF WAY.
ON-SITE ACREAGE -2.24. 6r.OFF-SITE ACREAGE - Im 6r.
100 YEAR ALLOWABLE RELEASE RATE - A,Tj, GES
E1-829.95 10 YEAR POST DEVELOPED RELEASE RATE - �. CLS
100 YEAR POST DEYELWED RELEASE RATE . CLS,
100 YEAR POST WTH PAM THROUGH OFFSITE -Qm
SOUTH RAIN GARDEN CROSS-SECTION DETENTION VOLUME REQUIRED - DSK
DETENTION VOLUME PROVIDED
NOT TO SCALE
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28 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
REV:835'00
E]iV:834.1 PROPERTY CORNER MONUMENTS DURING CONSTRJCTION.
ELE..&U90 2 CONTRACTOR TO VERIFY LOCATION, SZE AND DEPTH OF
EXISTING UTIU71ES PRIOR TO COMMENCINGMY
CONSTRUCTION. CONTACT ENGINEER 11 VARIATION EXISTS.
3. SEE 94M C002 GENERAL NOTES FOR MORE INFORMATION.
POND EMERGENCY SPILLWAY 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT
M APPROVED STORMWATR MANAGEMENT PERMIT. THIS
NOT TO SCALE PROJECT IS SUBJECT TO THE CITY OF CARMEL
STORMWATER MANAGEMENT AND STORMWAT7H CUALItt
ORDINANCE.
UTILITY CONTACTS cnu ON
UTILITY COMPANY CONTACT PICK NO. THE LOCATIONS OF ALL EXISTING LINDERCROUND UTUTIES SHOWN
CALF TELEVISION BRIGHTIHOUSE NETWORKS JASON IORIOIAN (317) 032-9077 ON THIS PLAN ARE BASED IRON ABOVE GROUND EVIDENCE
ELECTRIC DUKE ENERGY TRENT OCOSET' (317)890-Bn1 (WK§udhy but not limited to. manhdrwo,
, ween hand make
AND ARE SPECULATIVE IN
FIBER OPTIC - - (317) Da -700, NATURE p THERE WAY the AAISOY BE OTth-HER EXISTING UNDERGROUND
GAS VECTREN DOW "ME CLARK (317) 776-5532 UTTUTES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR
SANITARY SEWER CLAY TWP REGIONAL WASTE DISIRICT RYAN HARTMAN 31 544-9200 FOR WM ' NO ABOVE: G RCIJ EMENCE WAS OBSERVED. THE
( 7) EJUCT LOCATIONS OF SAD EXISTING LMDFRGROUNO UTILITIES
STORY SEER CARMEL ENGINEERING DEPT JEREMY KAS MAN (317) 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL
TELEPHONE CARMEL AT&T SREV91 KREBS (317) 525-4275 CONSTRUCTION.
WATER CARMEL UTILITIES JIOFIN Ol1FF'Y (317) 57-24/J CALL TOLL FRE:
FIRE DEPARTMENT CAIN FIRE DEPT CHITS ELLISON (317) 57-2600INDIANA OR UNDERGROUNND -
EAST 105TH STREET &
MCPHERSON STREET
CARMEL, INDIANA 46248
Q�a�JG�O?
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CERTIFIED BY
ISSUANCEINDEX
DATE:
0 311 712 01 7
PROJECT PHASE:
REVISION SCHEDULE
NO, DESCRIPTION DATE
11 1 TAC COMMENTS /10/201
Project Number 2016.00348
GRADING PLAN
C300
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M'I Thome Rent.,
PROPOSED TWO
FAMILY BUILDING
1,941 SFT
FFE:841.50
NGLE FAMILY
BUILDING B
1,100 SFT
BU:LmN511
SM
c-aad)
FAMILY BUILDING B
�a 1,676 SFT
,.T" FEE: 839.50
EN
DWI sM too-
Y(Ek829.95
RAIN
(GARDEN
STORM SIR 111
INA(SE): LAW
STREET` OLP (®Pnw) 'kd
1
J I� `ADA DETAILED FxARV411DIT ' r r
--(SEE THIS SHOM I1 1 1
-STOW SIR 101 I
TR&XM I '
7 1e
M e3&si �I
-SRtlM SIR 102
INViNWk 634.63 � c -L• � /
I .
NORTH RAIN cNHDEH
TOP GH BARK ERY. 5.5.3
--- I t
100 TEAR ELEV. 836.53
AIN 10 LIAR ELEL833.65
BOTTOM RIFF. 833.85
S10RY SLR 104 SETBA VARIABLE WIDTH
8372D I DRALNAGE EAgNE71r
J I /
105
PROPOSED SANITARY
EASEMENT
$WALE • 1.2x SLOPE
wTH PERFORATED SSD
fM/IY W / IP62
G•
Ttw nd May Riohade
Instr/2005000185M
ZONING: R-3
han only
W712
Dan wdY
Pasta
D. Une'
Tk6a427
4d 1
T I
� I
��'SNHI'ARY YH / IPG.T
David and Jeannie Benz
EXISTING LEGEND
L++(ek eat.
Im(e}631. � COMBINATION POLE BON
® DRAINAGE MANHOLE ® SANITARY MANHOLE
Y NK a YY FIRE HYDRANT o STAND PPE
TEMP
I_ GUY WRE ® 112ff WINE HA OY BENCH LE HAND, INC.
HOSE BIB TELEPHHOME MANHOLE
- - - - ® LID TRE: (HAMILTON COUNTY
-^ MAILPOS , OX ® WATER METER
bPOWER POE AREA
/ NEIGHBORHOOD
BENCHMARK DATA (MAD.;3)) DEVELOPMENT)
IHELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE /600. 347 South 8th Street, Suite A
ELEY.&38.28
0 30' 60' AS TEM 50: RAILROAD SPINE NORTH SDE POWER POLE Noblesville, Indiana 46060
4
OD48-632 LOCATED AT SW DORMER OF THE
INTERSECTION OF 1057H STREET AND MCPHERSON
SCALE: 1'-30' STREET
E1EV_835.43
ASI IBM 51: CHISELLED 'll NW BOLT OF FOE HYDRANT LOCATED
1 4150' WEST OF COMBS ROAD AT THE N/ERSECCRa1
OF ,08TH AND COMBS ROAD; ±WSOUTH OF t ■
OF ,06TH STREET; t15' FRO" t OF ASPHALT O■ AMERICAN
EL 5E VE ,15,OBTIH STREET.11E SMUCTUREPOINT
GRADING LEGEND ��
ME MATCH EXISTING 7260 Studel-al SU I Indanapohs. Inds 46256
FL FLOWI.INE TEL 317./7.5560 I FAX 317.543.0270
www.etruc-po-com
BC BOTTOM OF CURB
TC TOP OF CURB
` I HP HIGH POINT
`jam\ Lr Low POINT
-L� CONTOURS
• • �- SWALE
CURB ELEVATIONS
IBC 000.00
SPOT ELEVATIONS
FLOW ARROW
® OVERFLOW PATH
HOME PLACE
O i HOUSING
I I
I 1C &40.46 I
I610H �I II
ADA DETAILED ENLARGEMENT
:Ml*"F
IN& WM ML6CL WWW n.0 PRO 1TLM GRAVE 836.05
10018 FLOOD MULTIFAMILY A 637.89 83800 MINIMUM FLOOD °R0IECTON GRADE SHALL BE NO LESS THAN 1
FALLY B 837.99 839.00 FOOT ABOVE ANY ADLA;CENT 1CC-YEAR LOCAL OR REGKJNA_
IFAILY C 84085 847.00 FLOOD ELEVATIONS WHICHEVER .S GREATER FOR ALL WINDOWS
IFAILY D 810.65 841.40 DOORS,PIPE ENTRANCES WINDOW WELLS, AND ANY OTHER
MOLE FAMILY A 83879 840.00 S7AUC7JRE MEMBER WERE FLOODWATERS CAN ENTER A
SINGLE FATLY B 510.5 841.40 BUILDING
AI&KqT qtApL- &3400
EL -833.65 TE LO'AEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A SIRUCTLRE, WHERE THE SOIL
MEETS THE FOUNDATION AROUND THE OLTSDE OF THE
NORTH RAIN GARDEN CROSS-SECTION STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES SUPPORT POST'
N0' TO SCALE OR PIERS AND RIM OF THE WINDOW WE1'i.
ORANAGE SUYYARY:
TDP OF
BAN( THE 224 ACRE BASIN IS CONVEYED TO TWO PROPOSED RMN
GARDENS LOCATED IN THE SOUTHWEST CORNER OF THE SITE
100 YR. FLOOD 835. M 00 NEAND THE NORTHEAST AREA OF THE SITE, NOW IS IND
EL-8ll7 DISCHARGED TO THE SOU IN INTO THE EXISTING STORMWATER
SYSTEM LOCATED WTHIN THE CITY OF CARMEL RIGHT OF WAY.
ON-SITE ACREAGE -2.24. 6r.OFF-SITE ACREAGE - Im 6r.
100 YEAR ALLOWABLE RELEASE RATE - A,Tj, GES
E1-829.95 10 YEAR POST DEVELOPED RELEASE RATE - �. CLS
100 YEAR POST DEYELWED RELEASE RATE . CLS,
100 YEAR POST WTH PAM THROUGH OFFSITE -Qm
SOUTH RAIN GARDEN CROSS-SECTION DETENTION VOLUME REQUIRED - DSK
DETENTION VOLUME PROVIDED
NOT TO SCALE
1
28 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
REV:835'00
E]iV:834.1 PROPERTY CORNER MONUMENTS DURING CONSTRJCTION.
ELE..&U90 2 CONTRACTOR TO VERIFY LOCATION, SZE AND DEPTH OF
EXISTING UTIU71ES PRIOR TO COMMENCINGMY
CONSTRUCTION. CONTACT ENGINEER 11 VARIATION EXISTS.
3. SEE 94M C002 GENERAL NOTES FOR MORE INFORMATION.
POND EMERGENCY SPILLWAY 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT
M APPROVED STORMWATR MANAGEMENT PERMIT. THIS
NOT TO SCALE PROJECT IS SUBJECT TO THE CITY OF CARMEL
STORMWATER MANAGEMENT AND STORMWAT7H CUALItt
ORDINANCE.
UTILITY CONTACTS cnu ON
UTILITY COMPANY CONTACT PICK NO. THE LOCATIONS OF ALL EXISTING LINDERCROUND UTUTIES SHOWN
CALF TELEVISION BRIGHTIHOUSE NETWORKS JASON IORIOIAN (317) 032-9077 ON THIS PLAN ARE BASED IRON ABOVE GROUND EVIDENCE
ELECTRIC DUKE ENERGY TRENT OCOSET' (317)890-Bn1 (WK§udhy but not limited to. manhdrwo,
, ween hand make
AND ARE SPECULATIVE IN
FIBER OPTIC - - (317) Da -700, NATURE p THERE WAY the AAISOY BE OTth-HER EXISTING UNDERGROUND
GAS VECTREN DOW "ME CLARK (317) 776-5532 UTTUTES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR
SANITARY SEWER CLAY TWP REGIONAL WASTE DISIRICT RYAN HARTMAN 31 544-9200 FOR WM ' NO ABOVE: G RCIJ EMENCE WAS OBSERVED. THE
( 7) EJUCT LOCATIONS OF SAD EXISTING LMDFRGROUNO UTILITIES
STORY SEER CARMEL ENGINEERING DEPT JEREMY KAS MAN (317) 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL
TELEPHONE CARMEL AT&T SREV91 KREBS (317) 525-4275 CONSTRUCTION.
WATER CARMEL UTILITIES JIOFIN Ol1FF'Y (317) 57-24/J CALL TOLL FRE:
FIRE DEPARTMENT CAIN FIRE DEPT CHITS ELLISON (317) 57-2600INDIANA OR UNDERGROUNND -
EAST 105TH STREET &
MCPHERSON STREET
CARMEL, INDIANA 46248
Q�a�JG�O?
OJPO��
VQeQO
O�
lS
CERTIFIED BY
ISSUANCEINDEX
DATE:
0 311 712 01 7
PROJECT PHASE:
REVISION SCHEDULE
NO, DESCRIPTION DATE
11 1 TAC COMMENTS /10/201
Project Number 2016.00348
GRADING PLAN
C300