HomeMy WebLinkAbout[1] 2017.02968.CE.C600.SD-C601E
NO SCALE Z
p 6' MININUM OF TOPSqL qi CONPAC7E0
PAYEMENT SEC710N VAPoES AGq2EGAlE (53.
/
MIT OF 509GFA�E ' ' �
� � NINIMUM COYFR 91P11
FlNPL .. .. '' BE PER NOIE 3
BAq(FlLL ` �Bc H8'/IIIN.
LEGEN�
, Bc = Wi510E OUNEiEA
' . � = IN90E �IAYEIER
E = DEPTi OF BE��INC
NAIERIAL BEL01Y PIPE
- -SPRINGLINE
HAUNQIING (Bc/8) OEP7H OF BEODING
YA7EPoAL BELOW PIPE
9E�pNG � D E MIN
60� @ SNALIER 1�
1E5: Bc 88" 4 LPRGFR 8'
I. mOMG RN� HMIfiLHINC FIXi ALL RGP INSTAW➢ONS SHALL 9E �B STONE MEEIING THE NAIEFIAL REWIREMENIS OF 1HE
OT. �OpNG SHP11 BE PIACm IN 1HE 1RENp1 B�T10M SUCH 1HAT AF1EF 1HE PIPE IS INSTALLED TO LRA�E AN�
NE. 7MEBE RQAAINS A 4' MININUII OEPiH OF MA7EPo0. BELOW 7HE PIPE BMREL AND A MINIMUN OF 3' BELOW 7HE BELL
PIPE 9ZES 88' PNO LARCEA, 1HE NINIMIIM OEP1H OG MAIERIAL BF10W 1HE PIPE B�V4EL 91P11 � 6'. 9EOOING SHALL
PUCED i0 BE ONIFORM AS POSSIBLE, BUT SHALL BE LOOSELY %ACED UNCONPAC7ED MATEPoAL UNDER 7HE MIDIXE
IRD OF 7NE %PE PRlqi TO PUCEMFNi OF 7NE PIPE. IF hIE UN�ERLYING SqLS 0� 7HE 7PFNql BOTTOM ARE SOFf OR
IDING, 7HE SOIL SHALL BE UNOERq1T TO SUCH A DEP7H 7HAT MHEN REPPIRED YAiH q2 STONE IT MLL PRODUC£ A
NIFORAI ANO STABLE FOUNDA710N AONC hIE EN➢RE IENGhI OF 7HE PIPE. HAUNCHING AND INRNL BACNFlLL SHhLL BE
MPAC7ED IN 8' MA%IYUM 11FR ttl NOT 1E55 7HAN 9Wi STPNDAfm PROCTOR OEN9tt Fqt hlE EN71FE DEP7H OF 7HE
AIERIAL PLACm. iHE BACKFlLL SHALL BE BROUfkli UP EIENLY ON BOhI 90ES OG hIE PIPE FOR hlE NLL lENG7H OF
E PIPE, HAUNCHING SNNL E%IEND TO hlE SPPoNCiINE OF 7HE PIPE. MINIMUM 7PENCH YAD7H SNALL BE 7HE WTSIDE
AMEIER OG hIE PIPE PLUS 18'.
Z. NAL BACKFILL FOR ALL RCP INSTALLA➢ONS NHERE'L' IS 5' OR IESS SNP11 BE B-BORROW FOR STRUCNRE BACKFlLL
NG 7HE MA7QtIAL REWIREEIENTS OF 7HE INOOT PND SHALL BE COMPAC7E0 IN 6' NhUMUM 11FiS TO NOT 1E55
AN 95% STAN�ARD PftOCTOR DENSItt FOR 1HE EN11RE OFPhI OF 7HE MA7FRIAL PUCm. 7HE BAp(FlLL FOR hIE
6' OF 1HE EXCAVAIIpi BELDW 1HE llNli OF SUBCRACf 91ALL 9E �53 STCNE AIEEIINC iHE MAIEPo/L
WIRENENiS OG 1HE IN�OT N1� SHALL 9E CqAPAC1E➢ ID NOT IESS 1HAN 95S STAN�AFO PROCiOR
57Y. FlNAL BACIffILL Fd2 P11 RCP INSiALLAPONS NNEAE 'L' IS dEA7FA 7NAN 5' SNALL BE CLEAN FILL
IERAL FREE OF ROp(5 LARGER 1H4N 6� IN qPMA1ER, FROZEN WMPS Of 5014 MU00 pi OTHER E%iRANE0115
AIEPoAL, CpAPAC1ED IN 12' NAMIMUY I1Fl5 TO NOT IE55 1HAN 9M SiAN0AR0 PROCTOR OFNSITY FOR TiE EN11RE
Ti Of 1HE EXCAVAIIIXV. CIXIIRACTIXt SHALL PROVI�E A 3N PARtt 16TNG NGFNCY TO PRONOE WAIPACTION TESIING
5 NECESSPRY.
d. R INSTALLA7ICN OF STORM NNNS, WAIERMNNS, SANITPRY NAINS WA7ER SERNCE IAIERPLS, AND SANRARY
NCE UlERA1S UNDER CIiY S1NEE15, REGMDLE55 OF hIE JJRISDIC7ICN OF hlE UTl11Y, hlE IAINIMUM
YER FROA1 hlE TW OF hlE INSTALLID PAVEMENT OR FlNRL GRWND EIEVA710N TO iHE TOP OF iHE INSTAl1ED PIPE
ALL BE NO IESS hIPN 2.5 FEET OF COVER ALONG ANY PARi OF hlE PIPE.IF iHE STANDARD PRAC7ICE OF hlE
Tlptt TiAT HAS JU9501CTON OYER 1HE INSiALLAlION HAS A NOf� SiRNCENT COYER RE�UIIENENT,
E MORE SiRINWIT REOUIRENENT SHP11 GO4ERN.
4. E%IS71NG SUBGRIDE HAS BEEN 11ME SiABILIZED, BACIffILL Nlhl B-BORROW TO �iT0A1 OF E%ISPNG SUBq7PDE
D FlLL TO 7HE 11MIT OF EYJSPNG SUBCRIDE N1hl COMPAC7ED AGCREGAIE NO 53.
5. Eg SiAN0AR�5 SHALL APPLY FIXt STIXtM SENERS INSTNIE� YATiIN E%IS11N6 AN� PROPO� qTY R/M PNO FOR
ttIRN gMERS THAi SHALL 9E NNNTNNE� 9Y iHE pTY, REGARIXESS Of S101dA gMII1 JJRISpC11CN.
8. SARM PIPE M17HIN D1511NG OR PROPOSED piY R/W SHP11 � RONFORCm WNqiEIE PIPE REGARIXE55 OF
CITY OF CARMEL STANDAROS STANDARD
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
SMrmwater Treatment System
Ilnless o[M1e� taHic baniers aR p/esenL
���.,a..�a�� eeo�a�� a,���.ag.,�=e,�.,
In non-Wlfic aRAe [o pRven[ Inativertmt
mae��e ey ma��k�a��e.m��i�.
�o.a � i.�m�.i.�. � � „ � �
,V. -
. � i
...:. -... .' f
NRaC � G Ibl &0 L3�OW p� Illl
, 11 ll o
1�N[25 �[�Nneuamuna ManM1obFamelC Dbl 4
ofiner[oallow4amlerof Fo�XanT�al�[RremOnIV ONOiII M1I
maa+<rc<m io�a �e o-om xrs r mo�o reu �w� r�er.
menMle mve� to mneYe[a slab.
[24
Plan View
RELEA5E0 FOR CONSTRUCTI�N
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
DATE: 08�24�20
F7uF.C.1
I
tDRAWING NOP TO SCALEI
REVISEO� � �AN 2000
STANDARD PLAN
4�a..,,o D-12
DATE
no-am�ioae��q(xs-zs�i:ry�o-eeora�e�ioaeee,aa-moe[i.nm7 Na[e:Asanal[ernative,42-inchOD,HS-20/25 *PleaseseeaccompanietlAqua-Swirl
rated mcast concrete rin s ma be substituted. s cification notes.
a�am.ee.,ia-���n�3szmm]m��x..mroR.aro��rerevaam�:ote P 9 Y Pe
pi.aa o.e.me sro.m..are.n.aemm.sysrem a.eno.�vaon a�a 14-inch thickness mus[ be maintainetl. * See Site Plan for actual system orienWtion.
ie.ei me ma�nme name, a::no.�. rne rop or ��:e. ome m�•� ee ** Orientntion may vary from 90°, 180°, or
a:nvnewim�om re::�eme. a omomare.�.iooam���m�m
xs mm� mmkness eo znow � znsfe, m wneei iaae: r,om NStOm angle5 to meet SiYE Condition5.
an�ale cover[a mncre[e sla0. Man�olecovers�all0earon conne[e
slab anE no[ on �izer pipe. TM1e concrete slab sM1all M1ave a minimum
itreng[M1 o! 3�UOY psl [30 MPa] anE Ee reiMa�ceE witM1 Y6 [33 mm]
reinfarcingsleelassMwn. Minimum av rcinfardngs[eels�all
be ]-ineM1 [i5 mm]. Top o� manM1ole cov¢� aM cona¢h slab SM1all be
ia.ai.�m noiix qaae. .
ci
�... J
� � I� Manhole Fame and R�m eleva0onsm maKM1 fnsM1etl
� � LwerbyManufacWrer 9mEe.
� � °�' � (See De�ls)�
5"
erade (rt'im) r[lU mm] MH Frame
M3nM101¢ A3m¢ 9 Cov¢r Detail
Fort�aKc Laad-n4 A�eas
Hn i 1
[]62mm] �sliaeriserwer�op
Rlser
antl bolf in 4 Olaces
�
OFFICE OF THE HAMIL'TON COUNTY SURVEYOR
I � �' I ' � I�' �
SIDE PROFILE
�
,
TOP VIEW
NOTES
1. BARS & PLATES ARE HOT-ROLLED STEEL.
2. BARS, PLATES, P. PIPIE ARG FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVWIZEO
9. NO RE6AR THROUGH YIPE9 WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
HAMIL'd'ON COUNTY SURV
APPROVED��G
KE6�. V C WA .HAMILYON COUNTY SURVEYOR
[2896 mm]
t0
122"
[3099 mm]
68"
U mm]
Baffles
6"
[152 mm] �
Section A-A
Concentrator Model AS-7 BYP PCS Standard Detail
aii wiim �i����.:;:�"..
18"
�r �4�J mm�
CURB
FlLT
FyaLnv�va
l
I � zo �„�,
yA BO.
STORM S18UCLURE
CAP END OF �' PERGIXtNlEO P.¢C.
PIPE (TYP.) � OUAL WALL HDPE
UNDERDRAIN. SLOPE O
0.25R MIN. (T9.)
PLAN NEW - IXIR6 MLET
4' PERGORAlEO P.¢C.
� IXt OUAL WALL HDPE
UNDERDRAIN. SLOPE O
WLE�025RMIN.(T9.1
�A
Lp
CAP END OF
PIPE (M.)
u \ \1 ���� \, �
WAIER NOT lESS iHAN 10'
EOC£ TO EDGE
_ - _ � \ _ SANITpRT/SiIXiM $EWER
_ �
.\
WAIER � � � ��
1B" MIN.
\I 3I
SANITARY/STORM SEMIIt �
10� MIN. 10� MIN. < I
SANITARTI � WATER N I I
STORM SEWER I� WAIER
LESS 1HAN 18� I
ROW- i
�WAIERIIGHT SOk 21 PIPE WIIH � IB� MIN.
COMPRESSION iYPE JOIN15
R£%IBLE COUPLING OR AOAPTOR �
SANITAFV/STORM SEWER
NOlES;
I. NHEN LAIERAL SEPARATON I510' OR GREAIER NO 4� CONTRACTOR SHALL VERIPY TIAT NORE SiRINCENT
YERTICAL CLEARANCE IS NEEOEO SEPARATION REQIIIREMENTS �0 NOT E%IST WITH TIE
JOFIS�ICiIONAL WAiER OTILIiY.IF TIEY 00 EXIST,
2. ALL CROSSINGS AND SEGARATIONS TO BE J2J IAC, CONIRACTOR SHALL FOLLOW 1HE MORE SIRINGENT
ARTIQES 3 k8 REOl11REMENTS.
3. NHEN HIXtIZONTAL SEPARATION IS LESS 1HAN 10' IXt
YERTICAL SEPARATION IS LESS iHAN IB', SANITARY PIPE
MUST BE WAIERTIGHT SDR 9 WITI COAIPRESSION ITPE
J���� MIN CROSSOVER & SEPARATION REQUIREMENTS
NOR WAEER & SANITARY/STORM SEW�ERS
CONCFEIE lHFUST
BLOCK
III I"_-
=iii=1ll
A1 I II
1 - - II I
AZ ° -II -11� II�
corvc n�Rus1 a�ocK
TEE WIh1 PWG
:� .11. :1 ul
- -III = - - - CONCREIE 1HRUST --- -_-
BLOCN
�---- °1 - IlllcoHc. meusl e�ocK "I IT' - 11=1�=�-1 �� IIIIIII -
--�-� n-iri-i �
�Q II II� � - -
� RE�UCER WG/CAP
TMeusr a�oce No�s: �111�=�111�=�111 I
1. PIPE JOINT ANO BOL15 MUST BE ACCESSIBLE � GAIE VALYE III
2. CONCREIE SHALL BE CUREO FOR MINIMOY Of pl�i
] DAVS AN� SHALL HqVE q COMPRESSION �
SIRENGIH 0� 3.000 P.5.1. O 28 DATS.
3. IHFUST BLOCKS SHALL BE POSIIICNE� l0
COONIERACT IHE DIRECTON OG 1HE .� �.�.
RESULTANT 1HRUST PoRCE � �
1. CONIRACTIXtSHALLNOTFYENGMEERIF501L II-IIIiiiIl-= -IILIII'. LIILII -=-IIIIILIIIi
OF LE55 1HAN 2,000 P.SF. IS ENCOONIERED. -=1I I I I I- - u- i I- -I I I- -I I I-
5. FIK (5) MIL POLIETHVLENE PLASIIC SHALL CONIXtEIE iHRUST
BE USED TO COVER FITiINGS PRIIXt TO BLOCK
POURING THE THROST BLOCK. GATE VALVE •WYE�
8. BROW BEARING AREAS BASEO ON lE4
caoceouree or iso vs.i. nrvo ary auawne�
SOIL BENRING SWE55 OF 2,000 POUNOS PEk
SpUARE i00T. TO COMPUIE 9EARING NREAS
FOR DIFfERENT iEST PRESSURES ANO SOIL
BEARING SiRE55E5, WE iHE iOLLOMNG
EOOAlION: BEARING AREA = (lEST
PRESSIIRE/150) % (2,000/SOIL BEARING
S1RE55) %(TABLE VAWE). BEARING AREAS IN
SpUARE fEET.
SEE PLANS CR -
SiROLNRE �ATA TABLE
rore rnc oF cnsnrvc '-
NSPHALIIC MAS11C OR -
BIIM RU9BER SEAL _
aErv.fEry �oirvis
��
>R
NOIE:
BENCH WPLLS SHALL FORA1 A
DEFINEO CHANNEL TO A MINIAIUM
HEIGHT OF BOR OF T1E IN9DE
DIAMEIER OF 1HE INIfT AND
WRET PIGES
z _p.
FlNISH GRADE
CONCREiE GRADE RINGS
(Asm-C-a�e, ao00
P51) U1ILIZEo N RNSE
to rirvisH creaoE, Mnx.
PLLOWABIE NEIqIT OG
R6E RING IS 12'.
PRECAST ECCENIRIC
CCNE CONCENIRIC
CCNE IXt PRECAST
COYER.
BARREL SECiION-4B�
�IA. ASIM C-4J8 CIA55
A REWiORCE� CONC.
aive aaoa asi
�
�:so snaaeiam Staro� I��a�a�apors, ma�a�a aerss
TEL 3b.501.55B0I FAX ]b.5d3.02i0
w.vwsVuc[ur¢Poin�.com
• 5" MIN.
5" MIN.
MANHq£ SIEPS � --------- 0-RINC CASKET ASPHALIIC MASTC CARMEL MEDICAL
AT i6" MAX. ON CENIER. _ . � BUM RUBBER SEAL AT JqNTS
�o ARTS PAVILION
PRECAST MANHOLE
SECiION j p
I
�p^ GRWT SLOPE/BENCHWALLS
b" Of 82 OR /8 STONE qT MIN 3� PER PoOT
(FIXt PRECAST BOTiOM ONL'Q CEMENT GROUT
a• Mir+. co�w 5 ti�� s� oiP=pTMzcKHcss 12774 N. MERIDIAN ST.
CARMEL, INDIANA
y4 BAFS O 12' O.C.
eo*x wars
MANHOLE TYPE "C" (STORM SEWER)
NOT TO SCALE (REV. O6/1�)
12" C. TO C.
BOLT I MA%. SGACING I
�-I
�� CROOVE (OR TONGOE) TO \ I I ap� ,p, �N�� I
BE 1HE SAME AS ON � 6^ � SECTION Y-Y N�
STAN�AR� REWiORCE� N p E# 2T
CONCPEIE PIPE ASIM
�ESIGNAIE� CJ9 -
CLA55 �A" CONCRETE A
NO�S. LONGIN�INAL SECTION
CONCREIE IN iHESE END SEC110N5 SHALL BE 1HE SAME
GRADE AND SIRENGTI AS SPEqFlED FIX2 REMFIX2CED
CONCREIE PIFE, A.S.T.M. DESICNAlION C-J6
REMFORCEMENT IN lHE 'C" PORiION SHALL BE T1E SAME
AS SPECIFlE� FIXt FEINFOFCEO CONCRETE. A.S.T.M.
DESIGNAiION C-J6 FOR lHE SIZE CF CCNNECTING PIPE
REMFORCEAIENT IN 1HE 'B" PORlION SHALL HAK A CROSS
SEC110NAL AREA EWAL TO TIAT OF ONE LAIER OF S1EEL
IN iHE �C� PIXiTION.
iHE EN� OF iHE PIPE CULVERT $HALL BE PLACEp IN THE
CONCREiE EN� SEL110N 50 TIAT TIE FLOW lINES AFE
ROSH. 1HE JOINT SHALL BE WMPLEIELT FlLLED M1T1
MIXtTNR.
IN 11 OR 4:1 RLL AOPE, CHANGE TO TIE 3WE OF lHE
END SECTON IN A SAIOOTI, PLEASING iRPN9110N
APGRO%INAIELY 10'-0° IN IENGTI.
VARIAilONS IN �IMENSICNS - TIE THICKNE55 IX1 iHE
CONCREiE, iHE POSI110N OF SlEE4 ANO TIE INiEFNAL
�IAMEIER OF lHE PIPE SHALL CONiORM 'MTI iHE
VARIR110N5 IN �IMENSIONS AS PFON�E� IN iHE
svcaricnnorvs rore recwrorecco carvcreE� cu�vEreT, sroRu
�RAIN, AN� SEWER PIPE, A.SS.M. �ESIGNAiION C-J6.
CCNCREIE PIPE TOE ANCHORS SHALL BE RE�UIREO ON ALL
cor�caerz vioc cr�o sEPRECAST CONCRETE END SECTION DETAIL
NOT TO SCALE (REV. O6/18)
NOT TO SCALE
RIP-FAP TO BE
auceo ory sioe
30PE NHEN CALLED
GOR ON PLPNS
FIPE
WLVERT
cou�vuicol �HCTM ar �
CUL�ERT � [un
SLOPE DETAIL
MA
�Au��
717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
� ■
OPniEair.ary
■ STRUCTUREPOINT
iNC
`- No. p�`
1��OUOV2
STAIE OF
FIED BY
ISSUANCE INDEX
DATE:
08/09I2019
PROJECT PHASE:
PERMITTING
Project Number 2077.02968
SITE DETAILS
C601
�GROOKD ENO ON OURET
END TONGUE END ON
INLET END
SEC710N A-A
CONCREIE PIPE IDE ANCHOR