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semnc E�eu ro
UIJ�ISNABEO EAAM (HqRDSCAPE GIAfACES PN� ALL 97NEft INSiAlU7�N15
BEMNO TrlaF£ FEEI' OF BJILUINC)
Na.
19300219
STAIE OF
�� I TRICO REGIONAL SEWER UTILITY
Schneider nPE 2 CLEANOUT DETAIL
a' roP sa��
CWPAC7FD BRq(FlLL
MVIhAJtl 1 UEMPACE ;RAN i0? Of
CAP i0 �IIpl 0.° CASPNG
RiA(-.41qAC
riNti� c�enoc
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J:
��, -e" rua PIPE
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� yy � BINMNWS PAVEMENT
J� y��� q.A55 �A'
CONCRETE
D=9"
STRAIGNT CONCRETE CURB
NO SCALE
NOTES: IN7EGRAL WPB XI7H CON(REIE PAYENENT SHALL BE 9MIWi SHAPE
WRE ALL EI�OSED SUHFACES
CONiRPC71IX1 JqNiS SHML BE SANID IN CON7INUWSLY PWfEO qFBS TO R MININUM DEPTH OF 1/3' U
OAMPFN SUBCRADE BEFIX2E PLApNG CONqtETE
CONIROL JOIN15 EOERY 5' NINIMUY ON FAUII OTHEFMISE E�F.RY 10' MINIMUM
NO BN)(FlWNG pt COMPAC110N MAY OCCUR 12� FRpA WHB UNPL 5 NLL DAYS HAVE PRSSm /�F1FA PUGNG CONCREIE
SHALL BE IN ACCORDANCf YATH INDOT STRNDARO SPEpFlCATONS.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�I
`��¢m�' lamn�Ml1 �
onrE: 12/31/19
NOTES'.
Opq cM[k Oams sl�all Ee v�cN vc� I�at I�e kp oll�e
' WNWieamv�evk�mise���esameelere4onaztlelw
a uk �e�aa�� �enaam m.n mm.
Onginal grawM lire -
r-o
T1P. __PIan9�-__.....
- G¢p@Mile if require�
_, __—_�__
StmcNreorflowable � W�n�'!
backFlllasreQuired ��
1:12slope �-L1251ope
�
2ockllne ' O.lOHc
r 1
A 1
�
-SWtture tlackfill
SECTION A-A
ROCK FOUNDATION
Geote#ileifrequired � A , Structureorflowable
. 2 baQfllasrequired OnginalgmunJline
OnginalgmunEline-\ 5'-o WletM1of WmpaRetlearNbaMill
INPJ Pavemait 7 2'1 sloPe (NPJ
fnmpacted earth badfill �'
------- ,� � :',
. ., . _ . _
Appropria4 md
treatmeM (rypJ
L� A �
ELEVAT[ON
NOTES :
1. PmteRive cwa sMll be construc40 pnor N running M1eavy equipme�R
wer installed ppes. The minimum mven are listed Eebw:
aJ 1.S fo� B� 5 18"
b.)3'for18"<B�554"
cJ 9' for B� > 59"
z; r9� ee�xnn a�r�, va�d :no�iders, ��ro�, e�e :uewai� are �o�:me.ea
�- pavemenL See StanGarE Drawing E J15-BRFLdo for pavemen[ limits when
arbs, paveE shoulders, or sitlewalks are present.
3. Flowable or sWc[ure backfill shall be mcasetl Gy canPaReG eaM barkfill.
The minimum encasemenf shall be 2 ft. If necasary, the L1 sbpe belween
me nowaeie o�:cNrn,re ���,n a�e me e���me��:nan ee moa��r�ee ro
mainfain Me rrinimum Z R entasemm[.
INDIANA DEPARTMENT OFTRANSPORTATION
PIPE BACKFILL METHDD 1
NEW ROADWAY,TRENCH
SEPTEMBER 2008
STANDPRD DRAWING NO. E 715-BKFL-01
kE F
r'/ No. /s/Ru��6c.va�c�o� ov/oz/oa
.,
-�� 9750 oo�wsnxo,wwex�rv�aa wre
-3,�� s.ar �F ;;°-_
i: -
�' ^ , „=' • /s/�a..@A. ase�, os/oz/oa
. ... 0116XIGXWAVENGMEER DFTE
Structureorflowable '
baLkfll d5 requlred
1:12 slope - � � � 1:12 slope
� o.�oH�
WMP) �
SECTIDN A-A
LEGEND
X, = Prerzll tllameter or riu (rypJ
a� = oveall alame0.r or span
A= 8" min. �or fill MigM1[ less Man 16
= 12" min. for fill helgM of 16' or more
l� = Trench mver GePb �r pipe
W= 03 B� a 9", whichever is greater
f = Encasement
�e =��ill leng[h meawn.tl finm [ce to tce of Ne 2:1 slopes.
Grate
O
�
MANUFARURED
� �
/
f�
eWLTIN FIELD
G�aI¢ O9
�
NOTES:
OS FameopeningsizMromaKM1inlelop lig.
�z ceoiemie eay snan ce raenaree fram o��e ayemexeie i rm�
tlie opening slze pWarl Mmug� oFmirg tu brtn weepM1de.
StturM py nalk.
O3 F2meWMN9f0CepWceticverinle[We^��'9.
oce���e � OO OO a ea r�� vau oe �.wrea �� qa�e m�r ��m� � s,a�e
mle[o�eniig O 9 byweig grae.
m3y Ee m�a[� 45 UaJrees N I�e Cag's Rame.
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L
• Swiro Satltlle Yuaf 9e � '.,. -es 1' Mtl Smo/Nr Mtl
Oirwt iWe Alatle M Ouef , v ya, c� J50 Or Qmter. iVerlQ'
WYh Owiror Fw Nesaurc Class OlP.}
•• ro� ai s.rnoo e� m.eoxae u�aor awa�,«n m.eoa � sr.o�o
u�e�. ao�e sKe�.
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INDIANN DEPARTMENT OFTRANSPORTATION
TEMPORARY EROSION WNTROLINLET
BAG PROTECTION
SEPTEMBER 2012
STANDARD DRAWING NO. E 205-TECI-04
� vc �isrr ��< "
�rT/� "d `` //�.�I n7�. NanCl.nve m/oa/tz
n
e� No�^= surrnvis�.aonownvnarvomos w*E
�o`o i�
��, p�r`,- //a+a.ka.n+1l. ov/aa;>>
�'.s9io..;","'C°:a' airsexe�rvem on.e
'''
'
BANK OF AMERICA
& MERRILL LYNCH
Wafer Main
7�" Or Smolkr Service Line
Sha/l Be Direct Tap Un/ess
Approved By Carmel Utilities.
2) Corporotian Stop Shal/ Be
Brand And Mode/ Approved By
Carmel Utilities.
3) Service Line Top Sha/I Be
Instolled With A Min. Horiz.
Seporation of 14"
4) 2/nch Taps And Smol/er
Shall Nof Be Installed Within
Within 78 Inchcs of Mechonicol
Joints And Bells.
CITY OF CARDIEL ��' COb1b18RC1AL 1fATER
STAN�ARD DETAIIS SERVICE DETAIL
u�mn: g+m+cnum
npTY. LLNCH 2W} SCAU.: NOT TO SCNE CROSSROAD EN�N9ER5. PC CIf4-1
See Trench Oetoil
Fw Bockfill Requirements
12" Min.
Existinq Woter Main
1.lil-1'l„!•11.1
Bed Ppe /n Specil'ed Cronu/or
8edd'ng Ma(erlo/ Hond Tomped l�
E� 1
�- I
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadiwn Te1 312 456 0123
Suite300 Fax 31245fi.0124
Chicago, IL 60602
United States
Jones Lang LaSalle
T: 612.271.8218
Attn: Patrick Hassett
IMEG Corp.
MEP, Civil & Structural Engineers
4850 Grand Avenue
Gumee, IL 60031
T: 312.931.3709
Attn: Arun Garg
I'_ Date Description
042fi-2019 Issue for C�
05�16�2019 Issue(or �esign Release
08�02�19 Issue For Permit
CITY OF CARMEL WATER MAIN
STANDARD DETAILS CONNECTION DETAIL
ta'. Morc� 2001 Smlm Not io Smle JoneaY& Hanry Omxing Nome: CWS
Engmeers.lnc.
\b.
r
6
�
2
PIAN VIEW
�R,�, � £ - s� m°P;.am�°
�em�.�
e�ecro,m -.��+rvuaaei,d'Kxo.e
PROFILE VIEW
NOiE:
�i �r ��um1xl'�Xm M sremrAlov, dn xbll mtx
assew wn.
TEMPORNRV EFOSION CONTROL GERIMEfER
CONST0.UC1]ON ENTPANCE
SEPTEMBER 2013
STANDARD OMWING N0. E 205-TECP-Ol
��T°����. //�a.,r<vaCl� aPYv
rvo. i�.,s..xwao:Ew�i.EE. o..�
9J50
.a\`��`°��x: //am�4a.ur/!.+ ae/u/u
"ip�'�a". ���.�« o.,.
SeallSignature
Project Name:
Carmel
Project Number:
21.0352.000
�escription: �eWilSheet
DETAIL SHEET
Scale: NIA
C �
IMEG PROJECT NO.: 18002541.00
\\(iles\AcCrve\Pmjeds\2018\18002541.00\CAD-BIM Folders\Civi13D\DWG\�esign\18002541 BOA Carmel.dwg 9/5/2019 8:52 AM
02018 Gensler
�r Pipe Shau 6e
,ns�aUe� Under The
ng Wafer Moin
Y-0' �o Building
�N��r)
��si,�v.. i. I I �
I' ✓
SI�E ELEVNTfON �
ROLLED EROSION CONTROL %tO�OQ OPI]IXJ
Stackig MeMod:
Fllter Socks, Fiber Rolls or Wattle installation