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RELEASEU FOR CONSTRACTIDN �/ m � ,�s N�� �,o�, � �� � a . ' I
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Su6jec� �o compliance with all regula�ions ,
04 S�a�e antl Local Codes
City of Carmel
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DATE: O��Z��ZO
GENERAL NOTES
A. THECONTRAQORSHALLBERESPONSIBLEFOROBTAININ6,AND
VERIFYIN6, THAT ALL PERMITS AND APPROVALS ARE OBTAINED
FROM THE RESPECTIVE CITY, COUNTY, STATE AND FEDERAL
A6ENCIES PRIORTO STARTIN6 CONSTRUCTION.
B. CONTRAQORSHALLVERIFVLOCATIONANDINVERTELEVATIONSOF
ExISTIN� SEW ERS PRI�R 1� START �F ��NSTR�RI�N.
C CONTRAQORSHALLMAINTAINACOMPLETEANDOPERABLEUTILITY
SVSTEM AT ALL TI M E5.
D. CONTRAQORSHALLINCWDECOSTSFORCUTTIN6ANDPATCHIN6
AS REQUIRED IN THEIR 81D PROPOSAL TO COMPLETELY INSTALLTHE
woaK iNoicnreo.
E. CONTRAQORSHALLINCLUDEALLTAPFEES,PERMITFEESAND
APPLICATION FEES IN THEIR BID PROPOSAL AS NKESSARV TO
COMPLETELVINSTALLTHE WORKINDICATED.
F INFORMATIONSHOWNWASOBTAINEDFROMANOWNER
FURNISHED SITE SURVEY OF EXISTI NG CONDITIONS AND IS
UNCONRRMED. CONTRAQORISREQUIREDTORELDVERIFVTHIS
INFORMATION AND NOTIFY ARCHITEQ OF ANY DISCREPANCIES 50
MODIFlCATION CAN 8E MADE
6. CONTRAQORSHALLCOOR�INATEEXAQUTILITYLOCATIONSWITH
THE 0 W NER AND LOCAL UTILITV COMPANIES PRIOR TO
COMMENCIN6 ANV WORK. UTILIZE THE INDIANA UNDER6ROUND
UTILITV LOCATION SERVICE AT 811 OR 800-382-5544 PRIOR TO ANY
EXCAVATION ON THE SITE.
O PLAN NOTES
i. aoiusTcasTiN�Torvewe�evarioN
2. REFERTOPLUMBIN6DRAWIN6SFORCONTINUATION.
3. NEWAQUASWIRLA54UNITONEXISTINGSTORMPIPEINVERTTOE
85034±. TOP OF CASTING AS INDICATED. REFERTO DETAIL.
4. CONTRACTORTOVACOUTANDQEANALLEXISTINGINLETSAND
PIPES ONTHE SITETHATARE TO REMAIN.
SYM BO LS
� OVERFLOW ROIfrE FLOW DIREQION
� . OVERFLOW PATH
- � - [ONSTRUQION/GRADING
LIMITS
� DRAINAGEDIREQION
DRAINAGE NOTES
OLD MERIDIAN RENOVATION
MINIMUM FLOOD PROTEQION GRADE (MFPG) 825J0
LOWESTADIACENT6RADE�LA6) 825J0
MFPG-MINIMUM FLOOD PROTEQION GRADE SHALL BE NO LESS THAN 2
FEET ABOVE ANY ADIACENT 100-YEAR LOCAL OR REGI ONAL FLOOD
ELEVATIONS, W HICHEVER IS 6REATER, FOR ALL W INDOWS, DOORS, PIPE
ENTRANCES, WI NDOW W ELLS, AND ANV OTHER STRUQURE MEMBER
W HERE FLOODWATER CAN ENTER A BUILDIN6.
LA6=THE LOWESTA�IACENT6RA�E ISTHE ELEVATION OFTHE LOWEST
6RA�E A�IACENT TO A STRUQURE, W HERE THE SOIL MEETS THE
FOUNDATION AROUNDTHE Olf61DE OFTHE STRUCTURE (INCLUDING
STRUQURAL MEMBERS SUCH AS BASEMENT WALKOIfr, PATI05, DKKS,
PORCHES, SUPPORT POSTS OR PIERS, AND RIM OFTHE WINDOW WELL�.
DRAINAGE SUMMARY
THE DRAINAGE DESIGN W ILL INVOLVE THE REUSE OF THE EXISTING
DRAINAGE SVSTEM AND THE MAINTENANCE OF EXISTI NG DRAINAGE
PATfERNS. ALL RUN-0FF WILL BE COLLEQED I NTO THE EXISTIN6
DRAINA6E SVSTEM AND RUN INTO THE EXISTIN6 DETENTION BASIN AND
STORM WATE R QUALITV MEASURE AN ADDITIONAL STRUQURAL
STORM WATE R QUALITV MEASURE W I LL BE I NSTALLED TO TREATTH E NE W
IMPERVIOUS AREA. EXISTING IMPERVIOUS AREAS WILL CONTINUETO
DRAIN AS PREVIOUSLV. SINCE TOTAL RUN-OFF GENERATED BVTHE SITE IS
LESSTHAN EXISTING ANDTHE EXISTING SITE HAS ITS STORMWATER
QUANTITVCOMROLLEDBVANEXISTINGDETENTIONBASIN NO
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CONSTRUCTION
DOCUMENTS
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ADDITIONAL DETENTION IS NECESSARV. ADDITIONAL INFORMATION IS
PROVIDED IN THE DRAINA6E REPORT.
DETENTION FACILITY
EXISTING DETENTION BASIN AND STORMWATER QUALIN MEASURE TO BE ��n��' � r
UTIIJZED. ��PZOS, bj�� �
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STRUQURE
ROOF DRAIN � �
EXISTING 17' RCP PIPE
INV.S� �DISCHARGESTODRVDETENTIONBASIN SITE
GRADING AND
DRAINAGE PLAN
SITE DISCHARGE SECTION
$u1LE: 1" = 20"
DATE i9nuausrmi9
PROJECT #: 19� Pscze
DRAWN: Nsv
COORD: Nev
� APPROVED: Nsv
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FEET
$CALE:1"=20'