HomeMy WebLinkAboutMDC C3-1 SITE GRADING AND DRAINAGE PLANRELEASEU FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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AND STORMWATER
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GENERAL NOTES
A. THECONTRACTORSHALLBERFSPONSIBLEFOROBTAINING,AN�
VERIFVING, THAT ALL PERMITS ANO APPROVALS ARE OBTAM EO
FROM THE RESPECTNE CITY, COUNTY, STATE AN� FE�ERAL
AGENCIES PRIOR TO STARTING CONSTRUQION.
B. CONTRqQORSHALLVERIFVLOCNTIONqNDINVERTELEVATION50F
EXISTING SE WERS PRIOR TO START OF CONSTRUQION.
C CONTRAQORSHALLMAINTAINACOMPLETEANDOPERABLEUTILITV
SVSTEM ATALLTIMFS.
�. CONTRACTORSHALLMCLU�ECOSTSFORNTTINGAN�PATCHING
AS REQUIRE� IN THEIR BIO PROPOSALTO COMPLETELV MSTALLTHE
woax irvoicareo.
E CONTRAQORSHALLINCLUOEALLTAPFEES,PERMRFEESANO
APPLICATION FEES IN THEIR BID PROPOSALAS NECESSARVTO
COMPLEfELVINSTALLTHE WORNINDICNTED.
F. INFORMATION SHOWN WAS OBTAINED FROM AN OWNER
FURNISHED SITE SURVEV OF E%ISTING CONDITIONS AND IS
UNCONFlRME�. CONTRAQORISREQUIRE�TOFlEL�VERIFVTHIS
W FORMATION AN� NOTIFV ARCHITECf OF ANV �b W EPANGFS 50
MO�IFICATION CAN BE MA�E.
G. CONTRAQOR SHALLCOOROINATE E%AQ UTILITV LOCATIONS WITH
THE OW NER AN D LOCNL UTILITV COMPqNIES PRIOR TO
COMMENCING ANV WORK. UTILIZETHE INDIANA UNDERGROUND
UTILITV LOCATION SERV ICE AT 811 OR 800382-5544 PRIOR TO NNV
EHG4VATION ON THE SITE.
O PLAN NOTES
1. ADlU5TCA5TINGTONEWELEVATION.
2. REFERTOPLUMBINGDRAWINGSFORCONTINUATION.
3. NEWAQUASWIRLA54UNITONEXISTINGSTORMPIPE.INVERTTOP
85034i TOP OF G45TING AS INDICATED. REFER TO DEfAIL.
4 CONTRAQOR TO VAC OUT AND QEAN ALL ERISTING INLETS AND
PIPES ON THE SITE THAT ARE TO REMAIN.
SYMBOLS
� OVERFLOW ROUTE FLOW DIREQION
� . �� OVERFLOW PqTH
- � - [ONSTRUCTION/GRADING
LIMITS
� DRAINAGE DIREQION
DRAINAGE NOTES
OL� MERI�IAN RENOVATION
MINIMUM FLOOD PROTEQION GRADE (MFPG)=825J0
LOW EST ADIACENT GRADE (lAG)= 825J0
MFPG=MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESSTHAN 2
FEEf ABOV E ANV ADIACENT 100-VEAR LOCAL OR REGIONAL FLOOD
ELEVATIONS, WHICHEVER IS GRFATER, FOR ALL WIN�OWS, �00R5, PIPE
ENTRANCES, WIN�OW WELLS, AN� ANV OTHER STRUCTURE MEMBER
WHERE FLOO�WATER UN ENTER A BUIL�ING.
WG=THE LOWESTAOJACENT GRAOE IS THE ELEVATION OF THE LOWEST
GMOE AOJACENT TO A STRUCTU RE, WHERE THE SOIL MEEfS THE
FOU NDATION AROUND THE OUTSIDE OF THE STRUQURE (INCLUDING
STRUQURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DEIXS,
PORCHES, SUPPORT P0450R PIERS, AND RIM OF THE WINDOW WELL).
DRAINAGE SUMMARY
THE DRAINAGE DESIGN WILL INVOLVETHE REUSE OF THE ER6TING
� R A I N A G E S V S T E M A N � T H E M A I N T E N A N C E O F E% 6 T I N G � R A I N A G E
PATTERNS. ALL RUN-0FF W ILL BE COLLEQED INTO THE E%ISTING
�RAINAGE SVSTEM AN� RUN INTOTHE EX6TING �EfENTION BASIN AN�
STORMWATER QUALITV MEASURE AN ADDITIONAL STRUQURAL
STORMWATER QUALITV MEASURE WILL BE INSTALLED TO TREATTHE NEW
IMPERVIOUSAREA. E%ISTING IMPERVIOUSAREAS WILLCONTINUETO
DRAIN AS PREVIOUSLV. SINCE TOTAL RUN-OFF GENERATED BV THE 9TE IS
LE55 THAN E%IST W 6 AND THE E%IST W 6 SITE HAS ITS STORM WATER
QUANTITVCONTROLLED BVAN E%6TING DETENTION BASIN NO
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CONSTRUCTION
DOCUMENTS
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ADDITIONAL DETENTION 6 NECESSARV. ADDITIONAL WFORMATION 6
PROVIDED IN THE DRAINAGE REPORT.
DETENTION FACILITY
E%BTINGDETENTIONBASINANDSTORMWATERQUALITVMEASURETOBE n��' �
UTILIZE�. GP;�S^ b-)3 �
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NEW10' �EX6TINGWLEf ,
STRUCTURE
ROOF DRAIN � �
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E%ISTW6 12" RCP PIPE
INV.B� �DBCHARGESTODRVDETENTIONBASIN SITE
GRADING AND
DRAINAGE PLAN
SITE DISCHARGE SECTION
SCALE: r�=zo°
DATE: 19 Au�usr zoi9
PROJECT #: 19�Ps cze
DRAWN: Nsv
COORD: Nav
� APPROVED: Nsv
° z° °°FE� C 3 -1
SCALEI"=20'