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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 Jj¢a��1�Von�n�ol�i� \ DATE: O��Z��ZO � � / 854.95 M.E. � � ,� � � m � =�u� � I / \ � � � � I w � /� � 1 � BSdS � 855.d9 � � �°' w � � � �� 856. 5 � 854.90 , I'� �+ w a� , i� i - �. �� w Q /66 9 e5.-.. / // .. ` - -` - � .vo.: � a �z " � "�_..` i w � �� ` wo 1 � / � � asszs M . � � ess.m \ \ ~ � � w / / ° / � � � � 855.05 .E\. , � �EA EMENT ,.. � � �` z � � � J 855.fi0� � \ N � / � � 855.14 � ��� """ 1 .- I � � / B65.96 � � � %� �� //� 855.45 M E ' \ s�, \ �( / r7� / /c . 56.00 � �" � � � \ \ \ I ��"' / � � 855.50 _:855a95 � � � . ��� ExirviET1 / / �� �� � 855.45 855.15 � -- \ �� � �4 854.40 �� I ! .15 � 855.15 � � . �� B53.90 ��� �� I � � � � 855.35 � MAxWATH2 � � � 853.90 , � � �� 855.85 ELY�ATION:854.40 �� � � . � � /� BS1.50 i � �� � �'ti � � � ase.oa ��as.as � � \ � � � ��es�.00 �� � ��/i _ .�,.� �� � % � � 85d.90 � �� Sd.�O 1 53 I ��� � �. � ' � � � B55.T0 � � � � I � 856.05 gyg d ',- � �� �g � ° � BSSSS M.E.�- !- '' ,� ,' ' B�0 I� 855 40 � � ,,' /,�",� 5 .70, 85490 � /�/ � � � / � ., , , ,, ,�, � , �� � , - ��� �� 55,50 ��NEW BUILDINGADDITION �" /� 854 ,�..I ; � _ �/� � � 05620 $,940 $ FT �.90 , �� 855.25 � � /�/ ' � 85570 N.E Q 855.42 855.d0 52 � � ��.' � �`�" r�uisNeortooae�vnriouassw i � V 8R.90 �/�� ,� 856.00 N.E. �•. 855.95 s� - - � I � � � INV 852 20. I 855.10 ���/� �� � . � � BSSJO M.E. � � 854.60 , ', I � � i � �, - - i,' '� i� M %WATER ��I � P /�� ' q�p- i�S 855.36 ELEVATi�N: ssa as I �� i� � � 'i , 6j�F � � � � �� ��� � � ' �� i �� �o. � , � � se y�Sp i � � ess m � ' � �A� �� � /�, / ese.os � M � 0 i i / � � � ��� �� < .. � �� � / "� 855.80 I � 854.60 s�/��� � 954.45 � / � ����.. 855.1Y ii �� 853.95 / � � �6� � � � �� �� I IN .�5153 �. � I � 1 � , 8 .95 / i _ - - � � -f - � � - - - - - �`� 866.20 � p � �i � �� �� EX INLEf 2 / � � � I �i 6.25 I� � � / � s.,: 856.00� � i' I I BMP-1 I 853 _; � � � � as9= , � � L ' ' d � �', / � �� "a � � 856.T0� � � .� If_ � � � � � / � � 855.61 �� � 'i 856.90 M.E � � �°'� Y � . �� o� 856.50 I 856.d0 M.E. I I � � c" / � � � � ��'��°� / o � � � 856 90 M E � � , 855.95 I � � _ .. � � � � / � 856.40 _ ��� 864 / � y il � �0" � / / 856.30 ` b55.90 � y�� � , � .. � / �� / � 86 0 � � � � � �� � � � �� 10 I AL 51 I� Ar�-A ese.00 i / / / � � 98,982 Sq- Fect ± ���, ��� 0 / % r 2272 Acres ± \ ��� � esss�io i / y � I V � � � / W TR � , � � � � / � �� � 855.85 M E. .�" � . � � � / / � � � � � - 855.35 M E. / � - � _ � - - �, �•�'� ,� � � � i � � � � �� 1 i � '� /. . �. i � � �� r \� °� a � � i� �� � �� % �i i � / i�, A� i� ��Qj� QP�' � TR � � i� x . � �p�eor aauF� � � i 1 oECK a/i>e „�.:.\ ���C.O��� _M � \ \ �� o I I .I � ]9'� � \ � � I � � =�� G � �� ��c,�'� eM �i� � �ov�������o�� LOT 4 i 3.6 - � � ` �� / i \�S� � I . \ � / � �� i� A I � � � � E%ISfINGORV � �' � � � / i �� � DETENTIONBASIN I � � � �' � / � i� � � AND STORMWATER B,fi SO' � � � � ^ QUALITVMEASURE I /"� � 4�. �' ppeawe g� 0�6 � � � 3�. � � � � � WSz. p ��� - � � ,��r _ �� � � �NEES ,� � � . � o� aa7 w / � %Wp�ERg4�-,gb �' � I �� ��� � �� . /�.,-- -___--_ � AN � � ' o .�� � I � [ 'm tp 'u - - - _� ! � � C � � � � ��� / � � ' l �� � � g � �� k%� �� A�- ---- � I � yl� � 'i '� .9t� o� V� � o " i u mM / � I li ...,vm-/. �i n � '\ . . i `. 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 U � z� I� W � ° aW i � � v z � � � I--1 �i � � z c� ��o � O Z � Y � Z N 3 � U W �o�o 0 �' � Q V � n • ( �n fo m 3 m�r 3 Ol � O_ 3 � � N d' J N � W �.�..� '6 � Q L a Q 0 � Z J G = � � w O � � � � V �.�i � � � N � CONSTRUCTION DOCUMENTS PQQROVC NS �v��pN N�� F�R Z O d u 0 Q G s m z ADDITIONAL DETENTION 6 NECESSARV. ADDITIONAL WFORMATION 6 PROVIDED IN THE DRAINAGE REPORT. DETENTION FACILITY E%BTINGDETENTIONBASINANDSTORMWATERQUALITVMEASURETOBE n��' � UTILIZE�. GP;�S^ b-)3 � '�P. � %'i`�G _ � Z��Q 0 Z,W � o w < ` m''^ z a o � �b����ei ���n=�h5 � �oy� � N Q�,.,.Q�o`� �,'- NEW10' �EX6TINGWLEf , STRUCTURE ROOF DRAIN � � � 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'