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SPECIFlCATIONS:
48" DIAMETER STORM MANHOLE DETAIL %1
r�or ro scn�c C5.3
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i Date:0109
]]" Diameter Storm ManM1ole
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SPECIFICATIONS�.
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MODIGIED - 24".24"
CATCH BASIN TYPE "MODIFIED A" �1
NOi i0 SLALE C5.3
31DE PROFII.F
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NOPES
1. 6Aft5 B PLATP9 �RE NOT-ROLLEO Si
2. BPRS.PLdTE5.6 PIPIE PRE FINISHECEEL
MITH 2 OATS OF ALVYINVY P1INi.
BOLiS AC E GILVINI2ED
9. FO R_BPR iHPOV4H P!PES NLLL Bf �V10KEO
6. O6BX1_ GUdRD sHALL 96 RCMOVnBLC
END-SECTION TRASH GUARD DETAIL �\
NOi i0 SCALE �$.j
72" DIAMETER STORM MANHOLE DETAIL �z1
Hor r0 SCn�E C5.3
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DETENTION POND SPILLWAY WEIR DETAIL �1
NOi i0 SCALE C5 3
A Eeaaw °
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A FRONTRVIEW
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SECTION p�Aox��.ow�.�cE
RELEASED FOR CONSTRl1CTI0N �
Su6jec��ocompliancewithallregula�ions C53
04 S�a�e antl Local Codes
City of Carmel
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onrE: 12/26/19
�NCHOF?
FOR CONCRETE END SECTIO\�
SIDE PROFILE
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TOP V[EW
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END PROFILE
% � FIOTH OP ENO SECilOY
ALLTNPF,A➢ S�ACINL TO BE TMO PER POOT
eVO SFCiIOX � 2 PLLiHPEAO
' ENO SCCPION � { pLLPHREA�
RCP END-SECTION ANCHORS �1
mar ro scnie C5.3
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VROIECliO qREA SEE
Q VIArvfORIOCAIOry
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INVERT OF RAIN GAR�EN
VARIE5ID'BELOW�
roa oF cnsrwa
_ _ FlLTEH FABRIC �
1 T' BELOW
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RAIN GARDEN CROSS-SECTION 1 �a1
mo* ro sca�e C5.3
siervroirvoicnrerHe�
auN cueoeN
PRa.��aN �Ea �EE
P� FOR�a�.�aN
RAIN GARDEN PLANTING LIMITS� � coecrer�co�
n GRA�E Elev. (VARIES)
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/� _ _ _ INVERTOF6'H�PE(PERF)
00] 60�
RwM 6nRCEN UNCH2CRUN J
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RAIN GARDEN CROSS-SECTION 2 e
Hor .o scnic C5.3
aair� cnaocN vinr�nr�c son svEcs
aiom��q soa snowe ee <aoo�ie oi a000n��q a
mm�ny reqe�orre m�e�. saus sna�ie ee ame�eee
wlln a comOosled orgaMc motenol. R re mmended
rvnge ol a mli mhlure Is 10- �0 Oe�«nl o�goNc
mmenoi (<omoosp, 3o-sa o<rcem sa�e, a�a
10-SO Oe�mn� IoOroll, ollnaugn any soll wlln
zulfcl<nl Erolnoge moy Ee useE lor plor<lenllan.
OOWNSPOUi
so�is snowe oisa na.< a o� oi eeiw«� s s v�a
ss (oeue� pauwom aam�puo� o�a m�cmo�ai
an�.uy), a cior �omem iess ma� io pemem (a
man a �m oi aa rs oe�enc�oi io aaso�o
r'
Sonmams a�a �eia�� waie� aimo� n �o cia '�
p g ys
WC �OWNSPOUi AOAPiER
II II n I
o ulo I ootlln s nol o be
sory p g a sue),
SiZE TO 1rt pOWN5POl11 1ROA1 ROOF
�� i Keoi m�< s�e:io��e� o�e � amee oio�i
moledol, ontl nove o 5-10 pertenl o. gonk molle.
6" WYE WIiH CLEANOOi PWG mnlenl. M41' I g nk moller mn be otldetl �o
IM1e sol � ' ler M1oldng mpocly. II
PROPOSE� GRP�E� �mugM I II I ontl sM1oultl be cleon coo se,
ontl m I t A9M C-33 or nnSHiO 4 6
(Slontlartl SpeNllmllan lor Lonnele Aggregoles).
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�COAIPAC�EO GRaNULAR
6" GVC DOWNSPOIIT --
ORqIN PIGE
DOWNSPOUT BOOT DETAIL ,o
Nor *a scn�E C5.3
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STRUCTURE DATA TABLE
No RIMELEV. INV.IN INV.OIIT STR.SIZE STR.TYPE CASTING OIIT �IR. NOTE58�ETAILS
1 889.1� 886.1� BBSb� 3�"PIPE BEEHNE �TLONC5.3 17' S CM.PIPESTR.�TL.pJC5.3
z sasssii� ir emosecT sancs.s,aics.z
3 885.1�(4) 15" EN�SECT 68]/C58,4/CS2
0 &9100 006A0(OA 006.30(0) 0'ala.MN WLET SCLI� 16' S LMAO"ONL63.INV.IN00666(6) �
4A 00656 15' EN�SEGT 68]/G534/G52
5 00]90 005.00�4) 12' OUTLET MO�.TYPEA iT' SW �TL.384/G53,6'ORIFlGE00500'
6 BB696'�]) 24" EN�SEGT 68]/G53,4/U�2
] 091.�� 00].11�9) 006.�1�6) 6'tliaMH MH/�IV.STR.SOLIp P4" N CM.PP"STR.�TL.ONC5.3
� 00]]1(0) 00]23(0) E IN80UTTOOFFLWEC�53W0.6-A
0 &9100 006.1]p) 006.1]p) 6'ala.MN 3Pi0.6C SCLI� 16' W CONTECN6P'STR�TL.ONC63
9 00060 00].i6p) 1Y'WI�E TRENCN �R. OPEN 16' N �TL6/C62
��ENOTES IlPSTREAM OR �OWNSTREAM STRIIGTIIRE No.(p)
STORMSEWERRUNS � TOTALSTORMSEWERPIPE�UANTITIES �
PIPERUN LENGTH SIZE TYPE SLOPE LENGTH SIZE TWE
i z eo� ir reca oav iaa� ir reca
3-0 00' 15" RCP OS%o 00' 15" RCP
10A 32 15' RCP 3 62k R id' PVC
4-5 50' iT' RGP 04% 16 24" RGP
B4 i6' 15" RCP 03No
]�8 �2)6' 18" PVC 1.�No
�� ie� ea�� recc o.aio
WET DEiENiION POND NOiES
I. iHE ENiIRE FACILITY SHALL BE ENCOMPASSED WIiH SECURIiY FENCING (BV
OWNER) i0 PREVENT PUBLIC
ACCESS TO iHE POND. UNLESS SPECIRCALLv REOUIftEO Bv iHE CITv OF
CARMEL BOAR� OF Pl1BLIC WORKS AN�/OR CARMEL CIiY ENGINEER, THE
DECISION i0 115E AN ADOITIONAL FENCE AROUND DETENTION PONDS 5 LEFT
i0 iHE OWNER.
2 ALL WEi DETENiION/RETENTION PON�S M115i BE CONSTRUCTEO IN AS NAiURAL
A SHAPE (FOOiPRINi) AS POSSIBLE, AND HAVE NATIVE VEGEiAiION PLANTED
ON iHE POND BANKS i0 CREATE A RIPARIAN BUFFER (MINIMUM 10 FEEi
WIOE).
3. CONiRACiOR/OWNER TO PROVIDE FLOATING FOUNTAIN IN PON� i0 MAINiAIN
OXYGEN SATURAiION IN THE POND, PROVIOE ELECTRICAL CIRCUIi TO PON�
FROM THE BUILDING FOR FOUNiAIN PUMP. THE FOUNTAIN MUST ORAW ITS
WAiER FROM LESS iHAN 2' BELOW THE PERMANENT POOL SURFACE.
SEPARATEO UNIiS (WHERE THE NOZZLE, PUMP AND INiAKE ARE CONNECTED
Bv iUBWG) MAv BE USED ONLv IF iHEY DRAW WATER FROM iHE SURFACE IN
iHE DEEPEST PART OF THE POND. iHE FALLING WATER FROM iHE FOUNiAIN
MUSi BE CENiEREO IN iHE PON�, AWAY FROM iHE SHORELWE. THE MAXIMUM
HORSEPOWER FOR iHE FOUNiAIN 5 PUMP IS BASED ON THE PERMANENT POOL
VOWME OF 96,]98 CUBIC �EET / SIZE 0.51 Ac WITH DEPiH OF 8-10 FEEi,
� AND iHE PUMP HORSEPOWER FOR THE FOUNTAIN SHALL BE 1/2 HP Bv
KASCO MODEL 2400 AF AERATOR FOUNTAIN OR APPROVE� EOUAL.
4. PRIOR i0 FlNAL ACCEPTANCE OF CONSiRUCiION AN� RELEASE OF BONDS,
�ANGER SIGNS WARNING OF OEEP WATER, POSSIBLE R00� CONDIiIONS OURING
SiORM PERIODS, OR OiHER �ANGERS, SHALL BE INSiALLE� Ai AN INTERVAL
OF 400 FEEi AROUND THE PERIMETER OF WET-BOiiOM FACILITIES WIiHOUi A
VECETAiED SAFETY LEDGE. RIPARIAN BUFFER, OR A SECURITY FENCE. RESCUE
EOUIPMENT (LE. 24" USCG APPROVED BOVY LIFE PRESERVER iHROWABLE
FLOATAiION DEVICE) SiAT10N5 SHALL BE POSTEO AT THE SAME LOCATIONS AS
iHE WARNING SIGNS. MAINTENANCE OF THE WARNING SIGNS AND RESCUE
EOUIPMENT SiAT10N5 SHALL BE THE RESPONSIBILIiY OF THE OWNER.
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FRAME ANO COVER
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� COUNTY .� ;. � s . «sre a�u,. DrawingN:A16
.�ry,�,� y�.�'�' Date:0109
30" Uiameter Srorm CaKh Basin
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- 30' pA --'i ]
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SPEUFlCATIONS:
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