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Dafe:0109
/8" Diameter Sbrm Manhole
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48" DIAMETER STORM MANHOLE DETAIL i
�uo* *o scnic C5.3
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� Date:0109
]]' Diameter Storm ManM1ole
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NOTES
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SPECIFICATIONS c
72" DIAMETER STORM MANHOLE DETAIL � z J
No* ra sca�e C .3
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DETENTION POND SPILLWAY WEIR DETAIL �1
NOi i0 SCALE C5.3
A a
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A FRON7pViEW
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0 GP WR[P SURIK W' yL ANI MI[x VY�
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= NfEHY� P�] 5 C OR [pUN
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SECTiON A-A
RELEASED F�R CONSTRl1CTI0N ^
C5.3
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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onrE: 12/26/19
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MOOiPiED - 2A"x2A"
CATCH BASIN TYPE "MODIFIED A" �s1
rvor ro scn�e C5.3
aIDE PROFIL.F�
�
TOP VIEW
END-SECTION TRASH GUARD DETAIL �1
Nor ro scn�c C5.3
:�NCHO�
FOR CONCRETE END SECTIOVS
sine PROFi�e
1
iTEEL ALL THRCAO T
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SREEL
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L
F1kYAi1011'l165
AELTNBF.AENpVACINC TO BE TNO PEP FOOi
SCCi��N � 2 ALLTNREAD
% 2d" ENU SERION � ALL^.HPEA�
RCP END-SECTION ANCHORS �i1
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PLANFORLOCAiION ke -
romoimcumrts �_� �. _
STRUCTURE DATATABLE 0
No RIMELEV. INV.IN INV.OUT $TR.SIZE $TR.TWE CASTING OUT �IR. NOTESd�ETAILS
1 889.1� 886.1� BBSb� 3�"PIPE BEEHIVE �TLONC5.3 1Y' S QM.PIPESTR.�TL.ONC5.3
2 00525�1) 1T EN0.5ECT 68]/C6B.0/C62
s sse.m�a� is� eNo-secr sance.s.aicsz
0 09100 00500�OA 0053��0) OOIa.MM WLET SOLI� 15' S CM.00"STR.�R.ONG53
OA BB656 15" EN�SECT 68]/C53,0/C52
5 88].98 885.94�4) 12" OUTLET MO�.TYPEA 12" SW �TL.3d4IC5.3
6 006.55�]) 20" EN0.5ECT 6&]/CSB,O/CS2
� aaioo aaziiis� aasoiis� s�aia.MH Mwoiv.sra.souo za�� N cM.�z�sraon.oNcs.a
a aai oo aas.np� aas.np� s�aiz. MH aoaosc souo ia�� w coNlecH so� s1a on. oN cs a
9 00050 00].i6�]) iTWI�E TRENGH�R.OPEN 15' N �TL9G52
��ENOTES UPSTREAM OR �OWNSTREAM STRUCTURENO.)
$TORM $E WER PIPE �UANTITIE$
L F. SIZE TYPE
izo ir acv
00' 15' RCP
60' 19" PVG
12 20" RCP
WEi DETENTION POND NOTES
1. THE ENTIRE FACILIiY SHALL BE ENCOMPASSED WITH SECURIiv FENCING (BY
OWNER) TO PREVENT PUBLIC
ACCESS i0 THE PONO. UNLESS SPECIFICALLY REOUIRED BY THE CITY OF
CARMEL BOARD OF PUBLIC WORKS AND/OR CARMEL CIiV ENGINEER, THE
DECISION i0 USE AN AO�IiIONAL FENCE AROUND �EiENiION PONDS IS LEFT
TO THE OWNER.
2 ALL WEi DETENTION/REiEM10N PONDS MUST BE WNSTRUCTED IN AS NATURA
A SHAPE (FOOTPRINT) AS POSSIBLE, AND HAVE NAiNE VEGETAiION PLAME�
ON iHE POND BANKS TO CREAiE A RIPARIAN Bl1�FER MINIMl1M 10 FEET
�
WIDE)_
3. CONiRACTOR/OWNER TO PROVIDE FLOAiINC FOUNTAIN IN POND TO MAINTAIN
OXVCEN SAiURAT10N IN THE POND, PROVIDE ELECTRICAL CIRCUIT TO POND
FROM THE BUILDING FOR FOUNTAIN PUMP. iHE FOUNiAIN A�UST DRAW Ii5
WATER FROM LE55 iHAN 2' BELOW THE PERMANENT POOL $URFACE.
SEPARATED UNITS (WHERE THE NOZZLE, Pl1MP AND INTAKE ARE CONNECiEO
BY iUBING) MAY BE USED ONLY IF THEv DRAW WAiER FROM iHE SURFACE IN
THE DEEPEST PARi OF iHE POND. iHE FALLING WAiER FROM THE FOUNTAIN
MUSi BE CEMERED IN THE POND, AWAY FROM THE SHORELINE. iHE MAxIMU
HORSEPOWER FOR THE FOUNTAIN 5 PUMP IS BASED ON THE PERMANENT P00
Q VOLUME OF 96.798 CUBIC FEEi / SIZE 0.51 Ac. WITH DEPiH OF 8-10 FEET
� AND THE PUMP HORSEPOWER FOR iHE FOUNiAIN SHALL BE I/2 HP BY
KASCO MOOEL 2400 AF AERATOR FOUNiAIN OR APPROVED EQUAL.
4. PRIOR TO FINAL ACCEPiANCE OF CONSiRUCT10N AND RELEASE OF BON�S.
DANGER SIGNS WARNING OF DEEP WATER, POSSIBLE FLOOD CON�ITIONS DURIN
STORM PERIODS, OR OTHER DANGERS. SHALL BE INSTALLED AT AN INTERVAL
OP 400 FEEi AROUN� iHE PERIU�ETER OF WEi-BOTiOM PACILITIES WITHOl1T A
VEGEiATED SAFETY LEDCE. RIPARIAN BUFFER, OR A SECURITY FENCE RESCUE
EOUIPMENT (lE 2d" USCG APPROVED 90Uv LIPE PRESERVER iHROWABLE
FLOATAiION DEVICE) SiAilONS SHALL BE POSTED Ai iHE SAME LOCAilONS AS
THE WARNING SIGNS. MAINiENANCE OF THE WARNING SIGNS AND RESCUE
EOUIPMENT STAilONS SHALL BE iHE RESPONSIBILIiv OF THE OWNER.
2d RIVEL RO,.K40R
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INVERT OF RqIN GARpEN
VARIES 1 0' BELOW�
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NVERT
INVEftT OF 6' N�PE �PEftF)
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RAIN GARDEN CROSS-SECTION 1 �a1
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PLAN VIEW B-B
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wreFncrEcuNceecenw �
S�PE WL WqLL
RAIN GARDEN CROSS-SECTION 2 �1
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aar� caeoEn v�nxnr�c wn saEa
wa�r�q w�i sno�ia oe cooaoie oi a000����q v
neonq .eqeioiwe wre�. soas snoma oe ome�aea
wl�n o mmposlM orgvnlc mo�e(al A �emmmended
ronge ol a sai mtlure s 30 10 perttn� arganc
mo�eroi (mmpos�). 3o w pe�cem sa�a, a�a
]0 JO pe�aenl lopsai ai�nougn any soi w�n
sulfCen� pra nage mpy Oe use4 lor Oorelenlon.
OOWNSPOUi
Soils s�auld also �av¢ a pN o� Delween &5 and
6 5 (btlle. pollutanl odso.ptlon antl mnablol
o�imnd. a�iay �omem ies: ino� io oe,�em (o
unl al cloy 5 benellGol �o adsorb
pollulonls ontl reloln woler oll�ougM1 n cloy Is
vvc oowNsvour nonvrca ,��y ��i oon„iom mae��ys o,� �m a� ��:s�<). e�
sizc *o �ir oawnsvaur raou aoov i«� oi io,�< s�esia�as a�e ��wamee o�am
t' L E n^ve o 5 10 percmc orgonc motler
fi' 1VYE WiiH CLERNOUi PWG t I M41 i o�gan< Iter vn pe a��M la
in i i' eose wa�e� nsienq coovny. u
aaovosEo caaoe� � 9^� � �� ��_ �e na�ie �e ieo� �aa�:e
4 1 1 ASI4 C 33 or dASNiO Y fi
(sivmam soednmi�o� m� ca�neie Aqqreqo�es).
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ORAW PiPE
DOWNSPOUT BOOT DETAIL ,o
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Date:0109
30" Diameter Storm CaKh Basin
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SFECIFlCATIONS:
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• nu Aervvoaanc oesieneo vax r mm. mvee
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CDS CONCENTRIC OFFLME SPECIFICHTIONS
osMoo o��m��° o„m., wm,� a.m,
CDSSTORMWATERTREATMENTSVSTEM
TYPICAL OFFLME LAVOUT
WITH BYPASS MANHOLE STRUCTURE
SITE DETAILS
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CHECHE� BV: ALD
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1903-016
SHEEi NO.
C5.3