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1-1/2" SURFACE
2-1 /2" BINDER
6" #53 STONE BASE
• PREPARED SUBGRADE PER INDOT No. 207
TYPI CAL P AVEM EN T SECTI ON
NOTE: CONTRACTOR TO CHECK SOILS REPORT
FOR ADDITIONAL SUBGRADE REQUIREMENTS.
* LIME MODIFICATION SHALL BE BETWEEN 5% AND 8q BY WEIGHT
WITH THE SOIL TEMPERATURE 45' OR ABOVE MEASURED 4"(100mm)
BELOW THE SUBGRADE SURFACE WITH THE AIR TEMPERATURE
RISING, ALL IN ACCORDANCE WITH THE LATEST AMENDED VERSION
OF THE INDfANA DEPARTMENT OF TRANSPORTATION'S SPECIAL
PROVISION FOR L.IME MODIF�CATION.
2 CONCEALED
PICKHOLES O 180'
(N9204-A OR CITY
APPROVED EQUAL)
'SF1F-SEAIJNG'•
APPIJCATION
ns�unc �asnc o�
BUM RUBBER SEAL
BEIYYEEN JOINTS.
FULL H�GHT �
r��a� s�s ns
s�EaFlm.
o-RING 6ASKET
ASPHALIIC MAS11C OR
BUM RUBBER SEAL AT
JOINTS.
BFNCH WALLS AT AIIN.
1/2' PER f00T SLOPE
8' BASE
.■■.
�■..
c�l�i
c� ��
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(FlGURE 400-11)
NEENAH R-1772 CASTING WITH
SELF-SEALJNG APPLICATION OR
EQUAL
STORM WATER CASTING NOTE
2' LETTERS, RECESSED, CASTINGS SHALL BE LABELED W/
FLUSH WITH SURFACE 'DUMP NO WASTE-DRAINS TO FRESH WATER°
SURFACE BEARING
PRECAST CONCRETE ADJUS1IIt
24' DIA RINGS IF N�m (4 IAAX.)
� ' ECCENIRIC (:ONE OR REDUCER CAP
— — — — — _._ � �s r�auittm er s� co�anaNS.
CONE TOP TO YATCH ADJUSTING
, . � . .. RING PROFlLE
. --------�- • �
� �. . I
FOR PIPES 24N0 A D LESS ��F coNFatus ro
ASTIA C-478
60'0 MANHOLE �NTS CONFORLt TO
ASTY C-443
FOR PIPES 27" — 36' 0
" � 6" MIN.
>.
.'. 16' iYP.
.' L -
ECAST CONCRETE SEC110NS
PRffORIJm HOLE TO
MAX OF PIPE O.D.+6'
FlL1ED W/ NON-SHRINK
CFI�IENT GROUT
.,� •.�
�' 4.. J'� �4 REBARS 0 12' O.C. EACH WAY
� �. .: � � (sTm. �ES� u�►=o.�2 so.
•� ., � � . .. .� . . � .:� . IN./SQ. FT. OR APPROVED EWAL)
......�e:.�...�.�.� ._a�.�.�.�.�.�.� �.�a.�.; . _ s• ,
WHOLE BASE SET ON
OF �! OR /2 STONE
MANHOLE SIZE PIPE PIPE TURNS
g6• 48' GREAIER THAN 45' TO 90'
96' 54'-66� UP TO 60'
84' 4Y GREATER 1HAN 15' TO 90'
g4' 48' UP TO 45'
7y' 4Y-48' UP TO 45'
72' 33'-36' GREATER 1HAN �5' TO 90'
so- 2r-�s• sm�c�T n�au
60' 24'-33' GREAIER iHAN 45' TO 90'
�18" 12'-24' STRAIGHT THRU
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1�RENCH GE TAIL FOR CITY SrORM ��W�RS
�� �
---f�"'—'1 I �B� YNM1M OF '�'SQlL S�i �Ks3 STQI�
PAVEMENT SEC110N YAWES
�IMYT Of �ADE •`
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Fln�u e� a�tt wa�e a
BAClfflll ec +tB'/1NL
LE(�t�H>
Bc = tAJiSIDE tMANEIER
6 = N�DE aAI�IER
d � �TN QF BED€i�M1iG
MAtEi�At. 9F10Y! P�E
— —SPRINGLINE
� ���� u�n� � e�uswc
MAT£RtAt BELQW PPE
BEDOwC a 0 d YW
�ahs: e� sq' � s�,u.� ,•
� ss� a �.u�� s'
t. BEDdNG AND H�l&�ICHfNG FOR ALL RCP W57NJ.ATWqS SMALL �/8 STOIE iEFMG T1E YATERUIL ��XRE1i�PiTS (lF THE
�oc�, e�oaa+c s�u� e� �o N n� �, eoTm►� a,ai aut �rEx TMe a� �s ,wsr.w.�a ro crt�a� um
u�. n� aouws e 4- � o�rn� oF u�mau mow a� a� e�aaa uo �►�uuu oF a' a��c�w n� �u.
Fqt PPE 92E5 �� AtID UiRGER. 1FE IMNMUY Ok}'1N � YAIERIAL �lON� 1!f PWE BAR£L SFU�LI. 8E 6". ��NG 5NAlL
8E WAC�O TO 3E UN�ORit AS P�E. BUT SNNl � 1005ELY PIAC� UUCQPACIED �1kTEtHAI t10�iR 't}� MIW7lE
TF�iD dF' 1ME PoPE PqWR TO �T OF tli PPE IF RE 11lDE%.YMG SOlS Of 7FE lilENCH BDttqAI /�RE 9�T t�t
nao�+c. n� � sw�u. ee uua+a�T w sua+ � oErn+ iur w+a �r�n wni �x sm� rT v�� Prc�ut� A
IIN�ORN NIQ STABtf FQtNDAl10N ALaNG 1ME ENTf� LENGI}I OF � PPE 1W111QM6 At� IWTAU. BACKFlLL ShUB.L �
eaw�eho w a' �u� �s m�ar �ss nuM 9ax su�o�o �mcroR m+sm ro� m€ ean�e �m o� n�
AIATEAIAL PLACm. 11i BAq(FlLL 91AL BE glOUGfiT UP EbEH.Y ON BOII SbE'S OF 1Ff P�f FOR iF� F011 tEF�TH Of
7HE PIPE. MAtklp�tlG SHALI O(TEND 7� �1E SPRIN4IE dF liE PPE Mill�i 11iDIQ1 1�1H SHALL @E TNE OUTS�
DukE1FIt Of 1HE PIPE PtAlS 18'.
2. fWN. BAClGRl faR Nl RCP MLSTAt1AT10NS M{�RE 'L' IS 5 OR LESS 91A11 � B-BONkOVY FOR STRUCNBE BACNFILL
u�n+c n� ��mdK r�flu�►�►rs � T►+E NooT u�u sw� ee oa�� N e- �uu i�rs �o NoT i�s
nuW osx sra� �ocroa oo�sn � nc ana� o�n+ aF n+e �uinau �a. n� e�ac�u fa� n�
TOP 6` OF 1ME EXCAVAI�N �LON 1!f WT Of � 4iAll BE �3 STOE YEF�NC TI� MATERIAI
REQII�tE11EtlTS OF TFiE k�OT ANO 91KJ. BE COIIPACTED TO N0T L£SS 11AN � STA►OARD PROCTOR
oo+grr. t�+u. a,►aaxi �aa ,�u acp wsruuna+s r� t• s�n� nuw 5 sH�u e� a�u� Flu
u�r•.� �€ o� Hoacs w� n�,w s' w oiw��x. caom, u�as o� sa. woao as o� acr��ass
w�r�u. ca��chn u� �2' �w �srs ro�ar �ss nuw eoa� n� �+acroR ���rr �ar n�e a�
n�n+ av n� �►v�na+.
J. FOR tNSTAl1ATlON OF STORM MMNS. IiA1ERYANl� SANIThRY YAWS. W11TER SERNCE LAIERAiS. AND SANtTARY
SERNCE IATERNS tRIDER Q7Y SIREEIS. I�GANOlE55 Of RE .AINISDIpTOM OF 11E UT�ITY. Tk� f�iN1UM
CONER fROY TMf T� OF 1NE rISTALtEO PAV�iENT TO 1!E TOP Of 1F# MSTAl1ID PPE 9iA1.� 8E TNE
PAYd1ENT SECi011 THICKl�SS iJ1LL. 91UwM1011S A!O MiGRECA� 11A1EA1�1 ABOME 1HE UMCT OF �ME} PLUS t'-U".
� iM1E STANDAAO PRACIICE OF AIE UTIUT/ 1HAT HAS d1RI�IC110N WER 1FE NSTALUMMI HAS A I,1�
s�Hr co�x r�our��o►r, n� � s�wr r�our�+T s►+�u oo�.
�. � oasn+c s�cawE H�s eEa+ � sr�r�m. e�aau. M1H B-BOfROr TO BOTfOY tlf E?iST[t� SUB�,RAI�
ki0 fql TO TFE LMMT Of EbSTMIG A�BGRAOE M1H LYE STABALIffD SOL
5. li$3E STAM6AN6S SHALL APPIT FUR STORY SE�RS KSTAt1ED MTHN FASiWC AIO PROPCY5E0 q1X R/W MAl fOR
STdtY SEM4R5 RUT SH1LLL 9E MANLUtff6 0Y 7HE diY. REGARDLESS 6 STORM SEMFA JURt'SidC7WN.
�, ui sroa� � wr►w+ e�rr+c ac Fxaros�o an R/x sra.� eE �ar�n co►o�r� a�. r�c�o�ess aF
,u�sacna+ rn�a sTa+� w�s
CITY OF CARMEL S�ANDARpS �T������
ORAWING
TRENCH DETAIL FOR CITY STORM SEWERS � p—Zg
■■■■■■■
■■■�■■■
■■■■■�■
■■■.■■.
■■■■■■■
.......
■ ■ ■ ■ ■ ■ ■
I I STORM INLET
NEENAH CASTING
N0. R-3405 OR APPROVED EQUAL
T.C. � � ASPHALT
,.
�.: :
Z4 X L4 �������
NIEf wALL 1FIC1QE55 : �::�: `', '
� �. PRECAST CONC. BOX
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6" STONE BASE
PAVED AREA INLET
STRUCTURES 101, 108-111
VAR PIPE SIZE
�15" MAX
r
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�
STANDARD NOTE: * P�Qase see accompanied Aqua-swirl
specification notes.
i. System shall be designed for the following capacities: * See Site Plan for actual system orientation.
Peak Treatment Flow: 1.8 cfs ** Orientation may vary from 90°, 180°, or
Sediment Storage: 20 ft3 custom angies to meet site conditians. Manhole Frame and Rim elevations to match finished
ai��ebris sco�a9e: iio yai. Cover by Manufacturer. grade. HDPE risers can be field
(See Detail) cut by Contractor.
�--- 54" --� 32" OD
54"
10 3/4" OD Max
Plan View
��.
90°��**
— Pipe coupling by Contractor. Grade (Rim)
12" long Stub-out by Manufacturer.
Connection made with flexible Vent Vdrles
connector and sheet guard. Riser
A ��� e��nu �u �,a � `.:
^ '�r' leas[ 3.5 feet outward from :,
10 �/`T" OD MaX `SwIrlConoentratnrandfortlie,
full hdght of the Swlrl
°-; ConcentraOOr (Indudl�g rlser) -�
II , uPnd�s[u� so�s. (See MH �
�, � Vent
� Arched Baffle
Octagonal Base Plate
Pipe coupling by Contractor.
12" long Stub-out by Manufacturer.
Connection shall be made with flexible
connector and sheer guard.
If traffic loading (H-20) is required or
anticipated, a concrete pad must be
placed over the entire Stormwater
Treatment System. Sample details of
concrete pad available upon request.
_
104"
xaie:
3 Kanasita Drive, SWte B, Chattanooga, TN 3734 Date:
Phone (888) 344-9044 Fax (423) 826-2112
www_arniashieldincmm U.S. Patent
NEENAH CASIING R-3405
T.C.-768.00 (OR EQUIV.)
�_
� .;�° 24"x24" ' ��� � 2—#5 REINF. BARS
� �
2° 9 �' 2" "'
2� 48" � 2A
v � sn
N — — —
N 12° OUTLET PIPE
_ _ INV.-765.66
6" CIRCULAR ORIFICE — � —
INV.-765.00 '`� 0 10" OUTLET PIPE
w— INV.-764.66
� -
� �.. -
HOOD
(NEENAH TYPE R-3700 D V � , �
OR APPROVED EQUAL) � ���� � � - � �
,
� . ,
OUTLET CONTROL STRUCTURE
STRUCTURE 105
AS-3
]TD
I11�11
Arched
Baffle
Phone
Swirl Outlet
BACKFILL SHALL BE
CLASS I MATERIAL
COMPACTED TO 90%
PROCTOR DENSITY.
Backfill
42"
;, ��'
`€'
1��� �� � �"r ��•cI.I�MvJ��� �� `� � �? <� � t__
a x _ , ��i°' ��`k.�.�
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CLASS I MATERIAL, � � , = � � ' �
COMPACTED TO 95% , �JndlStUl'beC�� 501� � � � `� �'
PROCTOR DENSITY. � � r ��� ; — � � _ � - '�, °;
Manhole Frame & Cover Detail � ���� � - � � _ ` -
...
For H-20 Traffic Loading Areas W�
NTS Section A-A
Aqua-Swirl Concentrator Model AS-3 Off-Line Standard Detail STR U CTU R E 104
and other Patent Pendinq __
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Y U QI� � PIPE
Q � R2 � �� � CULVERT
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� � � COMPUTED LENGTH OF CULVERT --�
� END SECTION
� PAY LENGTH
OF CULVERT LENGTH (D)
Y 6
PLAN VIEW SLOPE DETAIL
Grooved end on outlet end
tongue end on
inlet end
� . D
0
Q `� A
a �
0 0 9„ ¢
H �
.. 3" o
Groove (or tongue) to i�
be the same as on standard
reinforced concrete pipe
ASTM designation C76 I p
CLASS 'A' CONCRETE ��
LONGITUDINAL SECTION
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
� �/z'�
SECTION Y-Y
12"C to C
MAX.SPACING
HOOK , .a :.
BOLTS
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_ a' N
CLASS 'A' � • :� �::
CONCRETE I . E+2T . �
f
SECTION A=A
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA T A C D E K p� � APPROX.
(MIN) WEIGHT
12" 2" 5" 4'-3° 6'-2" 2'-0" 1.3 10 1 8° 9" 800
15" 2 1/4" 7" 4�-0" 6'-3" 2�-6" 1.5 12 1/2° 11 1,100
18" 2 1/2" 11 ° 4'-1 " 6'-2" 3'-0" 1.8 15 1 2° 12" 1.300
21" 2 3 4" 11" 3'-6" 6'-3" 3'-6" 2.1 16 1 8" 13� 1,500
24" 3" 1'-0" 2�-8" 6'-3" 4�-0" 2.3 16 3 16" 14" 1,800
� � _
- - " 14 1 2
4' 6" 1 2
" 3 1 4" ' 3 18 2100
7
- •• 2� 5° 6 2.6 �
2 1 1 �
�
- 2.9 18 3 16 15'•
30" 3 1/2° 1'-2" 1'-10" 6�-3° 5' 0" / 2,400
33" 3 3/4" 1'-3" 3�-6° 8'-3" 5�-6" 3.1 18 1/2" 17 1/2" 4,100
36" 4" 1'-5" 3�-1" 8'-3" 6'-0" 3.4 23 3/4° 20° 4,200
48" 5" 2'-0" 2'-2° 8'-2" 7'-0" 28 1 8" 22" 6.500
�k TOLERANCE +/- 1"
PRECAST CONCRETE END SECTION
STRUCTURE 106
3'-0"
IN. TO
CURB
n
II
II
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STOP SIGNS AND YIELD SIGNS
INSTALLED IN LANDSCAPE AREA
3 LBS/FT GALVANQED
U—CHANNEL �GN POST
MOWING EDGE
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NO SCALE
NOTE: ALL TRAFFIC SIGNAGE TO CONFORM
TO MUTCD IN ALL RESPECTS.
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_ ;� No. ; :
- : PE19800489 ; _
� : �
�-o = STATE OF �,���
�%���`" �NDIANP.����C.�.\.
�� �'' % � s S � 0 N A L � E� � ``� \.
BY:
DATE: 10/ 1 1/ 12
SHEET
80
1
OF
7
JOB#: TW1.003