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RELEASED FOR CONSTRACTIDN
Su6jec��o compliance with allregula�ions s� ��
o4S�a�eantlLocalCodes �
City of Carmel ; ��
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STORM STR 103
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SURVEY
4J94f
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i Access Easement
IreL N20150fi1931
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�iwnv:B0. .19i Atapco Carmel Inc.
ith c nc�� '�� Inst No. 9541445
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PROPOSED BUILDING
46,559 SF
40 BEDS
FFE: 847. 50
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�RM STR 115 (AS-9)
84526 aba
040
B39 _ . �_ ___ ____
�--STORM SiR 116-----
,�INV(N)'.838J5 eaa
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PON�ING ELEV.: 941.40
PROPOSE� WET POND PON�ING DEPTH: 25J'
WITH 6ANH5 AN�
t40^32 AERATOR: �
NORMAL POOL: 8}g,8} �
sectlon 10 VR FLOOD: Ba0.31 I
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100 1R FLOOD: 841.a0
I TOP OP BANK�. 844.00
BOTTOM OF POND: 830.SOiormal poa1:838J5
� 10-N stage:640.19
100-yr stage�.e41.1fi
� (pone)
1 Storm Woter puolity MgmL Easement
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'� � _ MATpill�- REF�TO C{10 _ _ _ in (nJ:838J8
IITILITV EXIENSION PLAN im:838JB � inv(s):839A5
_______________________-__-__-__�
��-__________-E3(F______________________
OUTLET CONTROL
TR:841.50
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dc e�ev.: aas.ze
NG DEPTH: 0.66'
(weeds7 `\
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9TORM SiR 111
1R:842.38
iING ELEV.: 84_'
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o• so• so• wB DEVELOPMENT PARTNER:
4441 W AIRPORT FREEWAY
SUITE 330
scn�E: r•=ao' IRVING, TEXAS 75062
PHONE: (214) 699-5137
EXISTING LEGEND
� BEEHIVE INLET OO SPNRARY MPNHOLE
� CURB WLET � SNMP
� �FAINAGE MANHOIE � hLEPHONE HANOHOLE
� iIRE HYORANT � hLEPHONE MANHOIE
� HOSE BIB � iELEPHONE NARKER SIGN
� Wl£t � 1ELEPHONE PEDESTAL
0 LID � IREE
Q LIGHt POLE
� PINE DQ WAIER VALVE
• POST t� TOP OF RIM ELEVAIION
IOV WVER1 ELEVATON ■
�` SPRINKLER CONTROL pvc PLASiIC PIPE ■
VALVE rcp REINPORCE� CONCREIE PIPE
O AMERICPN
4 s'�" ■ STRUCTUREPOINT
�N�
■
o BENCHMARK DATA �=s�s�ade�a�ds,a,��� Ilntlianapolis,Intliana06256
j, TEL 31 ].50]SSBO I FAX 31].503.0T]0
x% wwwsVuc�wepointcom
) (NAV� 88 DA1UM) HORRONIAL OAIDM IS BASE� UPON
� BLOCK 3 IN�IANA SiAiE PLANE COOR�INAiE, NA�93
� CARMEL SCIENCE &
� IECMNOLOGY PARK OP115 //19-02fi20520
PB 13, PAGES ]4-�5 BM BASE 100
� CAPPE� RE6AR IN GRASS AT NE CORNER OF INTERSECiION
� AT NW CORNER OF SHOOT POWT BLANK RANGE.
� ELEV = 844.95
% A51 iBM ,�1
� - 6 CHISELED "%' ON WNW BOLT OF FlRE HVDRANT IN ISLAND
� entl ecfl - - - - - - - - - - - - - - - - - AT NW CORNER OF SHOOT POWT BLANK RANGE.
\ ion ELEV = 84].48
/ - NSI iBM $2
) CHISELED "%' ON SE BOLT OF LIGHT POLE AT SE CORNER
--- ---- -- OF JOHN KIRK FURNIiURE SiORE MALL.
-------- 30" r<P ELEV = 956.fi3
�_ ______
"�"�M "' INDIANAPOLIS
� Plottetl 50' Reguloted CHISELED "%' ON NE BOLT OF LIGHT POLE ON WEST
o.a�a9e Eo=eme�t PROPERr� ��NE oF ,�3ao �AN�a�K s,�EEr allo so�,,, REHABILITATION
OF CELL TOWER.
E�E� - aas9a HOSPITAL
- - - - - - - - - - - - - - - -
GRADING LEGEND
B�o�" 3 ""E """r�" Exis""� 260 CITY CENTER DRNf
r� F�owuNE
cnRME� saENCE e TECHNo�ocv anaK ec eoTroM or aRe ARMEL, INDIANA 46032
TC TOP OF CUR9
HP HIGH POINT
LP LOW POINT
T�act 2C 000 CONTOURS
Atapco Cormel Inc. - ^ ^ ^ �- SWALE
nst No. 9541445 TC 000.50
BC 000.00 CURB ELEVATIONS
HEN�RICKS COMMERCIAL PROPERilES LLC
i IN4 2014059J31 000.00 SPOT ELEVAilONS
,,,,,,,, ,,,,,,,,,,
I f FLOW ARROW
`\�J�C�........ �i
� -�� sroaM sEwER uNE ? �p���NOfAfp"�. �=;
__ _____ anvEUENrur�oEaoRniN -•;� 11600754 �;+_
0 OQ sraucruaEs =\ STAIE OF ,% ;
F I RiDGE uNE '�°'�Or'.i'1bIPN�,%i,k'�.``
:ifSSIOXALEM'��`��
�� pqrnnnmU�o
��, 100-YEAR FL00� ELEVATION � �
� EMERCENcr r�000 Roun�uc antH CERTIFIED BY
6
LOWESi A�JACENi GRA�E (LAG} ELEVAiION OF iHE LOWESi
GRA�E A�JACENT TO A SiRUCIDRE, WHERE SOIL MEETS THE
FOUN�ATION AROUN� THE O11T51�E OF iHE SIRUCIDRE
(INCLU�ING STRUCTURAL MEMBERS SUCH AS BASEMENT
WALKOl1T, PAPOS, �ECKS, PORCHES, SIIPPORT POSTS OR NOiE:
PIERS, AN� RIM OF RiE WIN�OW WELL) MINIAIUM 2-FEET STORM SEWER SV4EM IS PRIVATE.
ABOVE THE AIAJOR FL00� SOORCE OR IAAJOR FL00� ROIITE,
2-PEET ABOVE THE SPILLWAV ELEVATION OF THE DETENiION
FAQLITV, AND 1-FOOT ABOVE RiE LOCAL FLOOD SOURCE OR
LOCAL FLOOD ROUiE. GENERAL NOtES'
MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM LAG 1. CONiRACTOR SHALL PROTECT AN� NOT DESIROY iHE
ELEVATION FOR THE FlNISHED FLOOR ELEVATION FFE OF PROP RTY CORN R MONUM NTS Dl1RING CONSiRUCTION.
( ) E E E
ALL STRUCTURES PRONTING A POND OR OPEN DITCH TO BE
NO LE55 THAN 2 FEET ABOVE ANY ADJACENT 100-VEAR 2 CONiRACTOR TO VERIFV LOCATION, SRE AN� DEPTH OF
LOCAL OR REGIONAL FLOOD ELEVNilONS, WHICHEVER IS EXISTING UTILITIES PRIOR W COlAMENQNG ANY
GREAiER, AND 12-INCHES ABOVE ADJNCENT ROADWAY FOR CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXIST'.
ALL WIN�OWS, �OORS, PIPE ENiRANCES, WIN�OW WELLS, AND
ANV OiHER SiRUCIDRE MEMBER WHERE FLOODWAiERS CAN 3. SEE SHEET C002 GENERAL NOTES POR MORE
ENtER A BUIL�ING. WFORMATION.
DRAINAGE SUMMARY
iHE SIiE �RAINS NA SHEEi FLOW H�PE AND RCP i0 A PROPOSE� WAiER QUALIiY II II
S1RUCiURE iHAi PROVIOES WAiER OVALIiV 1REAiMENi PRIOR i0 �ISCHARGING i0 A PON� �� CAUTION ..
LOCAiE� Ai iHE SOIIiHERN E�GE OF hiE OVERALL SIiE. 1HE LOCAPONS OF ALL E%IStING UNDERGROUNO U11LI11E5 SHOWN ON
T115 PLAN ARE BASE� OPON ABOVE GROUN� EVI�ENCE (including, but
OVERALL ONSIIE �RAINAGE AREA }q,�4 qC. not limited lo, manholes, inlets, valves, antl morks matle upon �be
OVERALL OFF9TE DRAINAGE AREA 20.00 AC. 9�ounE by olM1ers) AN� RRE SPECULAPVE IN NANRE. iHERE MAY
10-VR ALLOWABLE RELEASE RATE 0.91 CFS AL50 BE OWER E%ISPNG ON�ERGROUN� 11TILIilES fOR VMICH THERE
10-YR POST-0EVELOPED RELEASE RATE (525" ORIFlCE) [STAGE] O.BJ CPS [840.4]] IS NO ABO�E Gf101INO ENDENCE OR FOR WHICH NO ABOVE GROl1ND
EVI�ENCE WAS 095ERVE�. iHE E%ACt LOCAlI0N5 0� SAI� E%ISTNG
100-VR ALLOWABLE RELEASE RATE 2.D CFS UN�ERGROUNO UPLIilES SHALL BE VERIFlED BT R1E CONWACTOR
100-VR P�Si-0EVELOPED RELEASE RAiE (525"&6J" ORIFlCE) [SiAGE] 225 CFS [841.63] PRIOR TO ANY AN� ALL CONSIRUCPON.
CALL iOLL FREE
�EiEN?ION VOWME REpUIRE� 3.32 AC-Fi "911" OR 1-800-382-5544
DEiENTION VOLUME PROVI�ED 5.14 AC-FT - IN�IANA UN�ERGROl1No -
ISSUANCE INDEX
DATE:
04I17I2019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMENTS OS/29/19
2 CITY COMMENiS O6/24/19
3 CITY COMMENiS 07/15/19
Project Number 2018.02759
GRADWG PLAN
C300