HomeMy WebLinkAboutCarmel.IN - VIOC - C3.0DRAINAGE SUMMARY
This project is located at tl�e northeast corner of the intersection of Michiqan Roatl and 98th Street in Hamilton Counry, Ciry of Carmel. Indiana.
The site will consist of one 1 lattetl arcel totalin 0.98 +l- acres in size. mere is no off-site or u stream acrea e bein routetl Ihrou h Ihe
OP P 9 P 9 9 9
site. The site is currentty vacant and is covered entirety by 9reenspace with existin9 utiliry antl srorm inhastmcture surrountlin9 the site. The
proposetl improvements will consist of a new automobile service shop along with the associatetl utiliry antl tlrainage inirastmcNre antl new
hard suAace forparking and ingress I egress.
Inlets antl subsurtace srorm sewers will be usetl ro convey srorm water ro the previousty approvetl Walnut Creek Drive infrastructure. Srorm
water will be routetl to antl collectetl by Ihe North Augusta Arm #1-Crooketl Creek Regulatetl Drain. Approvetl tlesign plans (11I2009) for Ihe
North Au usta Arm #1-Cmoked Creek Re ulated Drain are on file with the Hamilton Count Surve or's OHice. The stormwater detention ond
9 9 Y Y P
rystem of West Carmel Marketplace inclutles the subject site with post-tlevelopetl contlitions in an uptlatetl analysis pertormetl by Woolpert,
LLP in June.2007 and reviewed I appmved by �he Hamilton County Surveyor's OHice (Letter on File). The proposedimprovemeniswill
resultinacurvenumber(CN)o(88.8andaruno((coe((icient(C)o(0.57(orthe0.98acreoutlot'there(ore substantiallylessthanthe
previouslyapproveddrainagemasterplan. AdditionalstormwaterdetentionforthesubjectouHotisNOTrequired.
The allowable release rates for the 0.98 +l- acre sub'ect site would be 0.1 cfs and 029 cfs for the 10- ear and 100- ear storm events
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respectively. However, tletention for the subject site is provitletl for within the West Carmel Marketplace Development The tlevelopetl 10-year
and 100-year release rates fmm the sublect site (prior to detention) are 296 cfs and 5.59 cfs respectively. The required detention volume for
the sublect site is provitletl for within the tlreinage master plan of West Carmel Marketplace (see tlreinage calculations referencetl above
prepared by Woolpert). The applicable pages from the Approved Master Plan are in the Appendix of the drainage report for this project.
MINIMUM FLOOD PROTECTION GRADE &
LOWEST ADJACENT GRADE DEFINITIONS
We have shown Ihree (3) top-of-curb grades on Michigan Road and four curb/gutter grades along Walnut Creek Drive. The
lowesC on each of[wo are RR3 37 (Michigan Iioad T.O.0 ) and RR3D (Waln�C Creek Drive g�tter grade). The minim�m
F.F.E.istobcatlY'abovctl�cMichi anRoadGradc RR337-hi hcstoftl�ctwo whichisRR4.C2. ThcF.F.E.hasbccnsct
€ �.. € ),
at 885 25- The local flood overflow route for the storm inlets is 88350; therefore, one (I ) foot above the aforementioned
elevatlon wo�ld be AA4.SQ which represen[e Che MFPCi . The ]00-year elevatlon of Che off-siCe pond is AA1.14 and does noC
come into play. Therefore, the MLAG/MFPG has been set at RR4.50. The minim�m F.F.B. shall be no less than 6" above
finished grade around [he building, which resul[s in a minimum F.F.E. of RR5.0. The MFPG and MLAG are calcula[ed
correctly and the set F.F.B. of RR525 is in compliance with the STSM.
FLOOD NOTE STORM SEWER INLET NOTE
THIS LOT uEs ENiIRELY M R000 HA2ARD ZaNE "R" AS ALL STORM WATER WLETS & CATCH BASIN
SCnLED veou inE ROOD INSURnNCE RniE MnP (vleM) voR CASTINGS SHALL BE LABELLED WITH
HAUILTON CaUN7Y, INoIANA, COMMUNITY NAME CITY oF CAkMEL, ENVIRONMENTAL MESSAGWG'NO DUMPWG,
COMMUNIiY NUMBER 180081, MAP NUMBER 18�57CO225 G,
anNe� Nuueea o225 c, oaiEo No�ueee ts, 2ma. DRAWS TO STREAM" CAST IN RAISED OR RECESSED
eeveeeNce Nvia vieu, Mna �r ieos�w2zs c LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
ALL EXISTING HORIZONTAL AND VERTICAL WFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS/TOPOGRAPHIC SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED
04/11/20U; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IP ACTUAL
HOPoZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FlELD VERIRCAiION OP ALL EHISTING CONDITIONS PRIOR
TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REPLECT ABOVE GROUND
INDICATIONS OF EXISTING UTILITIES. THE Sl1RVEY0R MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN iHE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
TOPOGRAPHIC & BOUNDARY NOTE
NOTE
RE FER TO ARC H ITEC TU RAL &
FOUNDATION PLANS FORALL
BUILDING DIMENSIONS.
NOTE
REVISION RECORD
DAiE DESCRIPTION
3/13/19 REV. PER CARMEL TAC REVIEW COMMENTS
/04/19 REV. PER DRAINAGE REVIEW COMMENTS
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UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
iHAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM iHE WFORMATION AVAILABLE ALL CONCRETE PIPE JOINTS SHALL
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. BE CONTINUOUS O-RWG RUBBER UTILITY VALVE NOTE
GASKET CONFORMING TO ASTM C 443 A�� unun vn�v�s nvFecho sr coNSTeucnoN
SHALL BE AOJUSIE� i0 FINAL GRADE AS NEEDEO
PROPERTY CORNER MONUMENTS NOTE 18"OF VERTICALSEPARATION MUST ta ec vwsn w�tn viNisneo anv�Mer+t, sioewn�K
BE MAINTAINED FOR ALL UTILITY
OR LANDSCAPE AREA.
ALLPROPERTYCORNERMONUMENTSSHOULDBEMARKED � CROSSWGS. NORTH
PRIORTOCOMMENCMGWITHCONSTRUCTIONAND � 20 a 10 20
PROTECTEDDURINGALLCONSTRUCTIONACTIVITY. Z
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Rim-883.L
'` ���`E�SB�B:� � a^�^° °�" EXISTING CONDITIONS NOTE �ECENo: PRaPERT� Bo�NOAR� c �N FEET >
�a,anaip \ \ \ ( )= p � i m�n = zot<.
Aqm Swid A9ua Swir � � 15' RCP� ((� x� � ��rb Inle� ���� CONSiRUCTION LIMITS
Rim=883.JJ \ (n•� rrm=eez.s�. CONTRACTORTOVERIFYALLEXISTING
R m=883A2 � � � � _
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Inv W -8]9.�5 � i
i��(eonom)=en.e2 �> � a:pnen) CONDITIONS, INCLUDWG UTILITIESAND -� � pROPosEo sPor E�EvnrioN
2.2' Standin9 Waler Inv(E)=8]9.5 Q' X
n �a swm ���(s)=a�5s2 ���n� A DRAINAGE INFRASTRUCTURE BEFORE
4_ ei�r. �•.4z COMMENC WG WITH CONSTRUCTION. aRoaoseo cuRe E�evntioN
Rim-883.�8� � G
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Inv 1 '8.96 � X �
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Inv W 5 E-8]9.63 � o
(//) �� fn �, CONTRACTORTONOTIFYENGINEEROF
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y �\^ ANYDISCREPANCIES. Me rnnicn ExisriNc cRnoe
jRim 883.Il3�� // \ � yp �� ', \ TC TOP OF CUR6/STORM CASTING ELEVATION
� Im(W)=8]9J3 Aq � �J ��i � �� � ,�� ea � �� � BC BOTTOM OF Cl1RB ELEVATION
��.(E)-8]9.60RIm 883.66 � � f, � STORM SEWER SYSTEM NOTE EP Eo�E oF PA�EMENT E��AT�oN
`:.�,}� Im(Botlom) 8JJ.56 i� n TW TOP OF WALL ELEVATION
�? 2.1' Sfantling Wa ' �
��:��i`�-� �", � ALL STORM SEWER INFR4STRUCTURE TO BE wv. sroaM sEwEa wvEer E�EvnnoN
p� ��/ CONSTRUCTED WITH THIS PROJECT SHALL pROPoseo crznoe eRenK
f � j� c� � � BE PRNATELYOWNEDANDMAINTAWEDBY
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�,' � iq • .� O aRoaosEo coNTouR
i�' G�i i _,- �� CURRENTPROPERTYOWNERBALLHEIRS,
e�recnv� on�: Nov�Meee ie, 2ma. FISH SHALL ALSO BE CAST WITH THE LETTERS �• � - ' .P � ��� � e SUCCESSORS, & ASSIGNS. - - Ex srNc coNrouR
o:�,?
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x � y \ � i � �� �j � � � �� PROPOSED STORM SEWER
� �� � / � �, � � � � � � � � � / � � � ��' �� --------- PROPOSED RWP DRAIN � SUBSUFFACE DRAIN SEWER
PLAN NOTES: � i�ie�--s'� � �' i' � i / � L��. � � _ (asvnau) � � �
� R'm 883.]8 � �' j� / � � � ^ �/ ��°� / � „py_^,� , \ PROPOSED STORM STRUCTURE
O TAPER CURB FWSH W1TH PAVEMENT � Im(N) 980.28 � x p�j• �, � �;_ _- io� ry� �/ ,_� - mT�' , . ,oa PROPOSED DRAINAGE SWALE
� 8W4H�YE�FlT�TINGMAT ROOR ROOF DRAIN CONNECTION � �� �osphalf) �. � � �� � � f �-� � - � � �� o.- � � �� � - EX END SECTION
� Im(E) 880.23 � ��� _ _
� / � \ � \ .,-, ' - � , s � � �- - - - - - sioRMESEwEa E�ocnw antn
\ J � INV.=B]5.52 W-30"RCP) � EMERG NCV OV RFLO DEPARTMEMOf
� `W CON4NUQION
� 4 SCH40 FLOOR DRAIN PIPE TO SUMP MH's o � 6'Curb � y � ,�,o-j � �� �-, , i'� � x � �'�.�
OFc 4' SCH40 FLOOR DRAIN �ISCHqRGE PIPE w CHECN VALVE FROM SUMP MH's � � �� . � � EMERGENCV OVERFLOW ROUTING�PONDING LIMI�SIDEWALNS
� I \ aw�p� � � --�� C� ` �� �'+� �' 1, ` � IN THE EVENT OF TOTAL STORM SEWER SVS���EAL-NE7�UII
= ew� ` � � �' � V � � � �i � �u�orvsvEaiN
e� ,> �
x ee, ee Curb Inlet� � \ � (9ross) � / e! �e � .4 �2�� � l�' �. I � .. �, i`� 5001 - ._ � ____ ____ /
R'm 883.15 ��/ � 9 \ �I'i. OZE NS \ �f pd � PROPOSED STORM WLEf w 6" SSD. SEE f�TRit51N5E� ��
e�` X Drainage �880.39 � �� �\ p � � � � ; / � �� tr`� � /` � � ` _ _ � NPZGNgMP EPSEM� \ M1e q M10 � R P � . '" PRIMARY SUMP MH WITH SUBMERSIBLE PUMP AFORSHALLBE
` o RIm=883.51 ��o � � / \ � ; ,�� "� �� � � � � \ P��4 , � � � � � - PSM Bl11LDING FOUNDATION FLOOR DRAINS.
�� Im(5)=8]8.0�/ \V� � ,r �- e^" .: �����,'.. � � / x,,, � p'�i:_...,o��' .; , I�\ � �" .,` � EX.30"RCP �EXISTINGPOND"E" O NVE(IN)EB]3P30�f�NV.(OUT)P BOSi5�R5lIMPLIN`P.e�Al�g��
�`� APPROVALHER
� o �� _ i� � � 0� � ry � � '�. � NORMALPOOL-8]4A SECON�ARV SUMP MH WRH SUBMERSIBLE PUNPIUIBHAIENT'
4
�� �- ^pS� �t� /�� Ix i - x� ��Z� BD 100-VRSTAGE=881.14 SSM BUILDING FOUNDAtION FLOOR DRAINS. AN�IAKSANC
6� CurE �� ?� `p0 � / � � /t x�� �+3� -- _ � � k� �' � � �B`''� �� h ��V����� � ���� \NG TBM#1 � � EX. ST012M MH NV�QN)�8�3�38�f� NV.COUT)� 881.4�R SUMP NV.=8]1.38
�� �\ � � o � � y � � ,�,�.y.��:�. P 5';�' ���Se � �� ,.g..'... ��� � ����� ��� � `, NV. 87646(E 30
p� q� . F . ` ... '`' �. o� , so e� E�ev.= Be�a ss� ,� W 18 RCP GRADING NOTES
i
,y� � � _ a5
� �� �,��G � � �/ x,� � Fj�-' � INV 8]648(N 30 )
� ti�' �0 � ^+' � $$M �� � RCP) 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CU RR.ENT
� �� � e� � F � � INV 877 ( R ) OR�COCAL REND SPECIFICATIONS OF iHE FEDERAL, STATE, COUNTV, CrF�
� � �� q �� � � � �� � xi� � � � � � , ., � ��y"' ' ' pUIREMENTS, WHICHEVER HAS JURIS�ICTION. BY _
' :, �o �� . ______ __------- p. THE CONTRACTOR SHALL VERIFV ALL DIMENSIONS IN THE FIELD PRIOR TO
\ �� EX OBUILD LWE j,_ , °.. �� x_ "�... -- - - f�
\ - -�- - - - - - �\� . S , - - � ; �:. � � � � STARTING CONSTRUCTION. THE CONTRACTOR SHALL 6E RESPONSIBLE FOR
� a �e , \ �. � � o� _,.. ` �' ALL FlELD DIMENSIONS. IF ANV DISCREPANQES ARE FOUND IN THESE PLANS
\�\o TBM#51 \\ ` � ? \ � � .... � � �, 1 .. ' \ � � � / ��� / � � �` x 3 -=�n _ � � y -- ----- 3 EHGNEE REIMMEDqiELyLD CONDITIONS, iHE WNTRACTOR SHALL NOTIFY THE
ELEV.=883.98' \ � : ' �) ` � ���' S ti �� � _- �- Vi- I
�� � � � � 4j � � � � � � � � � � -, - �� �W� "�� EXCAVA¶NG�N AND AROUNDREXISiING UiILIiY�LINES�AN��EaUI MENi.
_ ,,.�
� � � 6 � � � �� � �� ,6 ���- � �� ��� � � � x � COMPANI�S SORAS�NOi�iO CAUSE DAMAGEONikACi0R5 AND�OR ViILIiY
<<o��.e,, e
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� \\Curb � �� \�, \\ .`� .Fj'� F'°�`� �' �;J�� a�� FL iVF` "� / x �� [ ' � � ' ur � I NEW 5'05TORMMANHOLE 4. 7HE CONiRACiOR SHALL NOiIFY ALL ViIL11Y COMPAWES �2 HOURS BEFORE
� � - q�C p � /;;' x I WNSiRUC110N IS i0 StA(Rt, i0 VERIFY IF ANY ViILI)ES ARE PRESENi ON
\�.\ q, � �„ �-' �� O� 1� 8a 45� T_ p ------- � (REMOVEIREPLACE EX. BEEHIVE INLET SIiE. ALL VERIFlCAilONS LOCA110N, SIZE AN� DEPiH SHALL BE MADE BV
\ ` • o K _��`_ � � �_`• ' � o. �,, ., � ER CARMEL ST�SJ APPROPRIAIE UtILIiY COMPANIES. WHEN EXCAVAiING IS AROUND OR OVER
n �` � � J� ,y � � \\� \ 2M`PF�.c98`'25 `v�R fi � � �`�� ''� ��#/ / % � . ��� � \ ��x �/� �� INVNB]Z55 ( EViB" EXISiING U1ILRIES, iHE CONiRACiOR MUSi N011FY 1HE UtILIiV COMPANY
\ � � \\ \ .f' \ �t �� .� `� \ � ` 3 M P ,.... � p.._ ` ; .. , # V��;_, / . �._ , � ' \\ � (c. '".9 I ,INV. 8]8.10 (�Z„ T�RCP) 50 A REPRESENiAiIVE OF iHAi UiILItY COMPANY CAN BE PRESENi i0
\'� � \b� F
� � � \\ � F� . Y / ( 12"RCP) s aEtRNESAOROB�EstoaMua��N�GNcoNstRSHaL�NaE encKFi��Eo ncc RoiNc
BMP
)
t N F o i Es o
4 �"
� � , � � ., . . --, � _ „ i0 iHE CIiV OF CARMEL SiAN�AR� �EiAIL ID-b1 FOl1N� ON SHEEi CJ.1.
\ � 4' \ � I ., � � � � ' � � �- �• ..;. 5 � �' "" � \ � -y INV.-878.0 (12 FROM BMP)
\ 7- \\��.'> (c �� � � � � t '� �� � ' ' � � �" ' � �- 24' Curb\ � � �T � Fe � 6. AFtER SiRIPPING i0P501L MAIERIAL, PROOFROLL WIiH A MEDIUM WEIGHt
l::
\\n � ; �g �� „ pas '' � e� Q,o�, \ � x C/� t ROLLER 70 DEiERMINE LOCAilONS OF ANV POCKE75 OF UNSUItABLE
o (i \\ . 4¢mop Mo� ��{ ^No� � \\\\4� �'`� �. . IAe..�oF ooioM`Ppo4 � I � / /X / \ / \\ T��C` � � I UNSUiABLEHMAIERIAL51W11HINRIHEBPROPOSEDNPARHING AREAS W1LLN E
s�* �� a � ..i� / r- --- �fQ \ \ I oErERMwEo nr n{E nME oF coNstaucrioN.
�` He p� m �� A '� ��� , , ,, � �
r � d W �(cA�`�'p7m ,p'+u � F � � � p°c��O��� �� ,�� � � � �
�" � \ c �� ��� � i � ,�oN srrv� I � (asahaip K � \ 'p �
\ \ • 9 �� \ � � r° - � app�N ' ��°_ �.: � � `¢ � � ]. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
V \ � �q� � \ VA � � � ` � �' � � � ' �}� ,. � �" � � � �°�•� � � � I 'TL�c � iNsinunnoN coNrRncioR ro �s1 FOR, nNo coaREc1, iF nNv, "eiao
, �� , - / \\ RIm=802.22 � \ I BAiH CONDITIONS
\ � \ �. PSM �.- i io�(w/s)=an.as �
\� Z \ \\ , , � / } � "� / � � � � a. n�� aRoaosEo saoi E�EvnrioNs nac rnE FiNn� anvFrncNi nNo FiNn�
� •, ' � �v 0.�% \ � / \ I � GRADE ELEVATIONS.
�� � �� i �.o , '. -� �/ � 0� 1j � x � X
� a Q � \\\a
� � �� '.' o ;�,�.� / % � � � I � 9. SEE APPROPRIATE DETAILS TO DETERMWE SUBGRADE ELEVAilONS BELOW
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BMP & DIVERSION Ex STOR^^^^"
STRUCTURE DETAILS T�-eez9'
^�T^ "'ATER
RELEASED FOR CONSTRl1CTI0N 10LE
C72.
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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DATE: OZ�� 3�ZO
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EX. C INLEh
T. .=883.3�
G =882.8
5(SW-1 "RCP)
MLAG
/ \\p� \ v � FlNISH GRADE ELEVATIONS INDICATED.
'y. / � \\Pp �\ \\ \ � 10. FLOW LWE ELEVAilONS GIVEN AT END OF CONCRETE EN� SECTIONS.
4
� lef 11. SI�EWALR AGAINSi BIIIL�ING SHALL SLOPE AWAY FROM BIIIL�ING Ai
26� Roll Curt / Rim= 2.fi4 �� � . . OWNER: �.o<� SLOPE MIN.
inv(sw/e)=en.se VALVOLWE WSTANT OIL CHANGE
�" ,°r ""°: R'°""R° �a"E�°5, P." GENERAL NOTES
" UTILITY LOCATE NOTE '°° �"`�°""E W"Y
EXISTING RIGHT-OF-WAY NOTE `Ex'"�T°", "Y °°5°9
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOUR4GED TO INSPECT THE RIGHT-OF-WAY WITH THE
CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT
THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
�`
�9�2> 202-66�4
ENGINEER:
CML SITE GROl1P, INC.
160 WEST CARMEL DRIVE
suirE zao
CARMEL, INDIANA 46032
(31]) 910-16�]
\� ARCHITECT:
ceso, mc.
Attn: BEN RIHA
STRUCTURE DATA TABLE „5 M°"TR°SE `"EST "�.
S�ITE 40�
� E AKRON, OHIO 44321
F.,. -__..__ SimcNre Pipe Pipe Downsveam Pipe S�mcture SvucNre Top of Gas�ing Ups�ream Downsveam �93�� 401-3824
\ im(H[)=a�a.�a Number Size in) Len ih (tt Simcture Meteriel T pe Deteil Reference or Gutter Elev. Invert Invert �+ p p
� 1�3 12 9 102 RCP 2k2'B�SVucWre-0rtchGrate 02-SheetG2 883.10(RIM) 67950 879A7 JUIIVEY�II.
� 102 12 191 101 RCP 4'�Ia.Curbinle�Manhole Ol-Shee�C72 88300(GU� 679.3] 878J8 CENTRAL STATES CONSULTING, LLC.
101 12 8 100 RCP 4'�ia.CurbinletManhole 01-Shee�G2 88250(GU 87823 878]5 �3-B N. GREEN STREET
� BROWNSBURG,INDIANA 46112
. 100 12 4fi BD RCP 5'DiaDiversionManhole 03-SheetG2 Bfl3]5(T.C. 67755 87750 (3») 858-8662
V BMP 12 8 100 PVC 4' �ia. FirstDe�ense Unit �w . Na F4HC51 -Shee1 G.2 883.15 .0 678.1� 878.00 Attn: ooNALo MoSSON
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PROJECT NUMBER
VIOC.001
DRAWING NUMBER
C3.0
SHEET 4 OF 16
l00