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OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME ANO COVER �S SPECIFIED
NON-ASPHALTIC NASTIC
OR BUTYL RUBBER �x
SEAL BETWEEN JOINTS. N�
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDEO (12 INCHES OF RINCS Y�%IYUW.
24" UTAMETER . . .... .
FULL HEICHT NANHO
STEPS AS SPECIFIED.
m
5" YINIYUY
NOTE:
uenxo�e coneortus
TO A9TY �]B
PREFORYED HOLE TO YAXIYUY
OF PIPE O.D. •8" �IiH
BENCX WALL3 AT YINIMUY NON-9NRINK CENENT CROIIT.
�/j' PER FOOT SLOPE. BENCH
WALLS TO BE WNSTRUCTEO
TO SPRING LINE OF PIPE. •� , NOTE
STRUCTURES ARE TO BE
GRDUTED PULLY.TROWELED
SYOOTH ANO BRUSN FINISHE�.
BEINFOftCED BAR
PRECAST BASE 4 o t2" ON CCNTEft OR
B" OR B" PER SECTION��. APPROVE� LLTERNATIVE
9" MIXIYUY� � ��ANHOLE BA3E 3ET
ON e" OF �2 STONE
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
IURAMINC NOT TO 9GLE1
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED� � FEB 2002
� STANDARD PLAD
APPROVED� �� '` Z � D-20
KENTON C.WAR , �WLTON COUNT SURVEYOR ATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CA9TING FRAbE STANDARD MANHOLE
AN� COVEft AS
SPECIFIED FOR PIPE SIZES 24" THRU 66" '
� K PRECAST CONCRETE TDJUSTER RING9 IF
NON-A9PHALTIC � NEEDED tt2 INCNES OF RINGS YAXINUN�.
NASTIC OR 24
BUTYL RUBBER OIANETER STANDARO PRECAST YANNOLE CAP OR CONE
SEAL BETWEEN
lOINTS
5" MINIYUM q'OIANETER 5" NINIYUN i
NANHOLE PIPE PIPE TURNS
DIA..,F.• UTA.••G..
eB" 4B" CREATER THAN t5 TO BO DEC
NON-ASPHALTIC YASTIC g8" 54"-BB" UP TO BO DEC
OR BUTYL RUBBER 84" 42" CREATER THAN 15 TO BO PEC
SEAL BETMEEN JOINTS
94" 6B" TURNS UP TO 45 DEG
92" 42"-9B" UP TO q6 DEC
18„ 80" 33"-38" 9TPAICHT THRU
TYPICAL 80" 24"-99" CRE�TEN THAN 45 TO 80 OEG
FULL HEICHT NANHOLE ',
............
. '.'.,, STEP9 AS 9PECIFIED
CONCRETE REDUCER CAP I
NOTE'
-NANHOLE CONFORMS TO
A3TN C-d9B
-NO BRICK OR BLOCK NLLL 'i
BE ALLONEO IN 4ANNOLE �
OIA. "F" '�'RMC CA9KET. NON- I
ASPHALTIC YASTIC OR
BUTYL RUBBER SEAL '�
t' NIN.OVER BETWEEN JOINTS
HICHEST PIPE 'I
PREFORI(ED HOLE TO YA%IYVN �
OF PIPE O.D. •B" MITH
HON-9HRINK CENENT CROUT '
`�:4
BENCH WALLS AT YININUY
p �/¢" PER FOOT SLOPE. BENCX
NALLS TO 9E CON9TRUCTEO
TO 9PRINC LINE OF PIPE.
9" NIN. . . ' . -
%
////%/ �/ //�/� /% /� %�.
�// /U%%�i / .
! /- —B•• MIK
a• din. i/,/� /i,/l� �;�i ���i;ii -i
� .� ,,� �,�
�— Ou Jul .E'f8 CFIt OF PREGST CONGRETE
IORAMHcA�MILTON COUNTY � SURVEYOR'SR�OF�FIRCEE
REVISED� � FEB 2002
RELEASEU FOR CONSTRACTIDN STANDARD P�nx ,
$uhjec��ocompliancewifha�lregu�a�ions gENTON QW ,HAYILTON CO�CPTY SURVEYOR Z,TE �—�1
04 S�a�e antl Local Codes
City of Carmel
Y,:,,,��',�:,��ti�a�
� � �
onrE: 09/19/19
�
vi.::�:a�o:mm na�:-s.n
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Ow� i maY� ryF�9M.18p aon.
,.si..m�.�.�e.ma�no..
093 3/8" �
�z^ i�q sme-om
by Manulaaura.
r
16" OD Max
eame
icp
� nemmr�emeo� I
68"
16" OD Max �9o�1 Base PNte
Plan View °da ��.";�ds�9n°;`��°;�a`" �
Plpe oupling PMne
byContracWr.
�z^ i�q sme.we ,w
by Mawlaclurv.
Section A-A
hidd ,.,, .o,. �..,� o.,.
AquawSwirl�Concentrator Model AS 7 Off L
Balfle
��Jncam
Rlm elevMrons[o mMdi finlsM1etl
�9ra0e HDPErlserresnpbmfiel�
m[ by CnntraRa.
ir
ma nti nee
'° ' Y """¢�.�°`� m...,.am,......,e.., e wannoiewameana
"�' Cover by Manulalurer.
(sze oe�a �sl
� � �•�� j''' A� " � — GraOelRm)
._ ^.�Vane�
....e.A..,eA.�..�... ..� ��."�o"���ro..m. �sn �r� �` �
104" �
�[2134 mm]� HJ2" [2642 mm]
�� [H1829 mm] I
ea° r
[2134 mm]
Ppecmping
byContra<ta, q
iz b�q sNeo�r
byManufacWrg. =
15
[381 mm] PCS Max �
�s';.:�;.�:. C
BasePlme I
ee"
[ll2J mm]
� �z^ i�e sme.ae
by ManufacWra.
15
ST� � [381 mm] PCS Max
i8 mm]
Plan View
—MANHOLE COVER
� AN� FRAME R-1JJ2
� roe = eszso
0.68' � WEIR
WEIR TaP ELEV. = 846.82
� �
INLEf O OIIiLEf
N F�
INV. = 846.14 �� 12" RCP
NV.= 846.04
SECTION A-A
�� AS—] W/TIGHT HORSESHOE
CONFlGURATION ANO TRAFFIC
LOAOING FRAME AN� COVER
O� i0R = 85250
STR. 210
�NERSION SiRUCiURE —15' PIPES
NEENAH R-1JJ2 INV.= 846.14
10R = 05338 �
� ` _5 A
� �
~ � Ol11LEf
WLEf �
za" aw
24" RCP INV. = 846.04
INV. = 846.14
WEIR
TOP ELEV. = 846B2
PLAN VIEW
AS-7 DETAILS
SCPIE:1"= 5'
Section A-A
�
sw�n o�rtier
s. s p �w..�w.i:va..o�
. . �yfionSO•.1
m .y.:wm:�v�.w.an �:.
R I 3I� IOmatTfnSM1PL
g tl. P6 � SM1oultl NOT be f eltl
��rt ey mMra�mr. 5
� [1D mm] MH Fram�
�sr�s
anaMll-naolecet �
�
— MANHOLE COVER
� AN� FRAME R-1JJ2
. roe = esi.00
O.SY .� WEiR
WEIR TOP ELEV. = 846.66
H
OIIiLEf
O INFI
INV. = 846.15 ��� 1B" RCP
INV.= 846.05
SECTION A-A
STR. 100
�NERSION SiRUCiURE
NEENAH R-1JJ2
�toa = es,.aa
A y
iN�� �
18" RCP
INV. = 94fi.15
�
. AS-5 W/TIGHT HORSESHOE
CONFIGURATION AND TRAFFIC
LOADING FRAME AN� WVER
O� rae = asi.00
—15' PIPES
NV. 946.15
\ �
�
H J
"� � OViLEf
....... te' eca
NV. = 846A5
WEIR
TOP ELEV. = 846.66
PLAN VIEW
AS-5 DETAILS
SCPIE:1" = 5'
�
s" oin. oaiFice-
INV. = B4J.b0
PINISH GRADE 4��
INLET
17' RCP—'"
INV. = 843.96
4"0 ORIFICE IN Y" PLA1E
rnouNtEo i�usioE
SiRUCiURE
INV. = 843.9fi
�
—nae 'e� w�Er
NEENAH R-4215—C
..--� T7 --- RIA1 = 049.50
_ '��.(. J � -_...._ �..
i
16" IYP. �
1
i
Fl1LL HEIGHT AIANH�LE
STEPS AS SPECIFlE�
OU ELT T
17' RCP
NV. = 843.56
` \ B" COAIPACTE�
�53 STONE
SIDE VIEW
: TVPE "E" INLEf
:� NEENAH R-4215-C
.i ��T �I , � RIM = 848.50
��
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Mendian Street
Carmel,IN 46032
317-705-5050
Architect/ Landscape Architect
RATIO ......... ......... ......... .........
101 South PennsyNania Street
Indianapolis, Indiana 46204
317-633-4040
Structural Engineer
CE Solutions
10 ShoShone Dr.
Carmel, IN 46032
317324 6024
Mechamcal / Eledncal Engineer
Heapy Engineering
3850 Priority Way 5 Dr#204
Indianapolis IN 46240
317-571 8795
Civil Engmeer
Civil and Environmental Consultants, Inc.
530 E Ohio Street G
Indianapolis, IN 46204
317-655-7777
/ \ ...II�....-6.0" �IA. ORIFlCE
I I NV. = B4J.30
\�'�� �� KEY PLAN
I.. ,,,� (4) HILTI �"x3 }" KWIK BOLTS 3
f LONG THREAD CARBON SrEEL SEAL � DATE O6/21/19
GALVAWZED EXPANSION ANCHOR
W ``\\\11111IIII
J o` N C. ''�.
,r� eca-. . I '� o Q,�..7..!%(�'.
INV. = 844.00 �.... �. �� � � P; pf-�'15 FqFO,�•.[��
r
W � Q: No
FlNISM GRAOE - � . BOTfOM OF POND j �* 1 PN0300058 •: *
`/ ELEV. = 844.00 Q : STATEOF 1
� �1 z i �o '. I ¢'
rr, � 1% c� %9oT';'�'OfAN?.���c'C
� �� I � � m I� C`y� N� ��
� Q �����III 111� �����
i�
� (�onmCHw,i 0G�21�<
� o o ,
... . ... _�t ......... ... ..
18' OF 6" Dso RIPRAP ��- n
CONVEYANCE PAiH �� �
6"0 ORIRCE IN PLATE
MOUNTED INSIDE
STRUCTURE
NV. = 843.96
FRONT VIEW
DETAIL 302 - STRUCTURE 200 DETAILS
NOi TO SCALE
SHEETISSUE
issuEOFORcoNSTRucnoN ossvis
PROJECT NO. 02000.000
SHEET TITLE
SITE
DETAILS
�
�
SHEETNUMBER
C801