HomeMy WebLinkAboutC602 - SITE DETAILSOFFICE OF THE HAMILTON COUNTY SURVEYOR
LAKE CROSS-SECTIONS
OPTION 2
NORIIAL POOL
i' MIN.
'xpfE IH OSP'
EASENENT
IS' N[N.
eKerecervcr
SPILLNAY
AT 100 YEAR
100
2' NA%.
USE OUTLET OPTION 2
OFFICE OF THE HAMILTON COUNTY SURVEYOR
'CL>55 ]5i''' ��B'
�ur�r,..�o�n.wrcxox eo�r nae •e���css[o voaers
�nes m n nrm��om.e.c �
rzica�enieo narues
� im'%. wavr.rtv rir.ac�x
❑oaoo❑
�o STORM ❑
❑ O O O O ❑
❑ Q 0 � Q ❑
o SEWER o
❑ � � � ❑
� � r,�.���.� �
�« ���
1 I/�'[IIm�l
� I
rtzs�� -� �-
]TIBMmn101P.B.f.
uN[N�R NOLE OEiqIL
FLLi SCKE
� � 3951mn1 FiI5E0 LEilEliS
RUA �} iQ SIAf%E [f LIO
� 3) 5/S[)02mn1 �j €
„ � � zs ��a��ss...,� € a
� - � 26'(E6F�...] � ry
i m T � i
S
1-L� � r �zi.�i '"
vr ns..�
r�
: i PICKH0.E OEIGII
' Ouw9iER SC<LF
NEEN H 6 2
r as...� rmc
2� I/fi'166nm] -
za vzvr...�
- A ]/b1911�..I -
A 1 4 or 1772 ,.,�,
EAST JORDAN 1045 or ]022 "'•",""„"'
1➢RAHING NOT SO SCALEI ��a���� �g��� ���
• Or epproved by Nemlllen County Surveyor'a Ottice
IORANING HOT TO SCALEI
HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE
Re�,sep, �,aH z000 MANHOLE OLID L�Fb CASTING REVISED 9/Z5/2008
STANDARD PLAN
APPROVED� � AdOJ T� i STANDARD PLAI
KENT C. WARO. MILTON COUNTY SURVEYOR OAtE +� � APPROVED� G 2551.�oa
KENTON .NARD, ANILTON COUNTY SURVEYOR DATE C T-�
OFFICE OF THE HAMILTOIV COUNTY SURVEYOR TRENCH DETAIL FOR CIiY STORM SEWERS
NO SCALE �
�' � 6� NINIMUAI OF TOPSOIL OR COAIPACIED
r-cAST[NC FRANE nN0 COVER AS SPECIFIED , I PA�MENT SECiION VARIES AGGqEGAIE j51.
24
FULL
STEPS
\` \" \ \` \` \ "�\ \/" �\
TIC YASTIC ' . � /��/
2UBBER Ns �
:EN Jo1NTs. s LIN,Ii OF $UBGRADE ' � � ' �
PRECAST CONCRETE AOJUSTER HINGS IF � � ��
NEEOEO 112 INCHES OF RINCS YA%IYUY). '�. . . .� MINIMUM CO�ER $HALL
'''.' ':'• . _ . ..._ BE PER NOIE J
" DIAMETER �� FlNPL . . . .
�� ECCENTRIC CONE OR REUVCER ' BACKFlLL �' �Bc+18�/MIN.
CAP A9 REVUIREO BY 91TE � ��{Np
CONDITION3. CONE TOP TO
YATCH ADJUSTING ftING PROPILE. � _ Bc = OOISI�E �IAMEiER
_ _ . 0 = INSI�E �IAMEiER
- �. a = oePt� ov emoinc
HT NANHOL I, MAiERIA1 BFLOW PIPE
SPECIFIED. - - - SPRINC{INE
1 6" WNINUY �I HAUNCHING (Bc/6)II I DEP7H OF BEDDING
� MAIERIAL BELOW PIPE
BEDDING � 0 E MIN
��'- � ... .. � 60" k SMALLEfl 4"
YANNOLE CONFORI(3 NOlES:
Bc
� To nSTu nB � - 66" k LARGER 6"
� i 1. BEDDING ANO HAUNCHING FOR ALL RCP WSTALU110NS SHALL BE y8 SiONE MEEIING iHE NAIERIAL RE�UIqEMENTS OF iHE
N IN�OT. BED�WG SHALL 6E PIACE� IN TiE iRENCH BOTiOAI SUCH R1AT AF1ER 1HE PIPE IS MSTALLE� TO GRA�E AN�
A9TIC OR � I LINE, TiERE FEMAINS A 4' MINIMUM �EPTH OF MAiERIAL BELOW iHE PIPE BARREL AN� A MININON OF 3� BELOW TiE BELL
6ft SEAL 4eCONCRETEE SECTEON � FOR PIPE SIZES 66' ANO LARCER, hIE NINIMUM �EP1H OF MAIERIAL BELOW 1HE PIPE BAREL SHALL BE 6". BE��ING 91ALL
, BE PLACE� TO BE IINIFORM AS POSSIBIE, BUi SHALL BE LOOSELY PLACEU UNCOMPACiE� MAIERIAL UN�ER iHE MI�OIE
iHIR� OF 1NE PIPE PRIOR i0 PLACEMENi OF 1NE PIPE IF 1HE UNOEALtlNG SOILS OF 1NE 1RENCH BOTiOM ARE SOFi OR
II 11EL�ING, 1HE SOIL SHALL BE UN�ERCUi i0 SUCH A �EPhI 1HAi YMEN REPAIRE� K11H d� SiONE li YALL PRO�UCE A
UNIFORM AND STABLE FOUNDAlION ALONC hlE ENPRE LENGIN OF hlE PIPE. HAUNCHING AND INITNL BACKFlLL SNALL BE
PREFORYEO HOLE TO YA%IYUM 'i COMPAC7E� IN B' MAXIMUM LIFTS TO NOT IESS 7HAN 90R STANDARD PROCTOR DENSItt fOR RIE EN71RE �EPhI OF 7HE
OP PIPE o.D.•e•� NITH ' MAIERIAL PLACED. hlE BACKFlLL SHALL BE BRWCHT UP E4ENLY ON BO1H SIDES OF hlE PIPE fOR 1HE NLL LENG7H OF
umtYUY NaN-9NRINR CEYENT cRou'f. iME PIPE. HAUNCHWG SHALL E%IEND TO 1HE SPRINCIINE OF iHE PIPE. MINIMUM iRENCH M1DiH SHALL BE iHE OU7510E
�E. BeNCH '� DIAMEIER OF hlE PIPE PLUS 18'.
3iRUCTEo � 2 FlNAL BACNFlLL FOR ALL RCP INSTALLAlI0N5 YMERE 'L' IS 5' OR 1E55 SHALL BE B-BORROW FIXt SIHUCNRE BACKFlLL
F PIPE. N�� MEEIING h1E MAiERIAL REWIREMENTS OF iHE INDOT ANO SHALL BE COMPACIED IN 6" MA%IMUM LIFiS TO NOT LE55
STRUCTUPes aftE ro BE iHqN 95% SiANDARO PROCTOR OENSIiY FOR iHE EN11RE DEPiH OF iHE MAIERIAL PIACED. iHE BACKFlLL FOR 1HE
�. � GROUTED FULLY. TRoxELED TOP 6' OF hlE E%CAVAlION BELOW hlE LIMIi OF SUBGFADE SHALL BE :45J STONE NEEPNG 7HE NAIERIAL
s¢ooTN �ND BRU9H FINISHED. REQUIREMENiS OF hlE INDOT ANO SHALL BE COAIPACIED TO NOT 1E55 hIAN 95b STANOARD PFOCTOR
. �-, •� �'� � REINFORCED BAR DEN9iY. FINAL BACKFlLL FON ALL RCP INSiALLAlIONS 1NiERE "L" IS CREAIER TiAN 5' SHALL BE CLEAN FlLL
�' '�' ' �4 0 12" ON C2NTER OR
PRecASi B�SE ': ��-�-� ��' _ APPROVEU ALTERN�TIVE MAiERIAL FREE OF ROCKS LARGER 1HAN 6' IN �IAMAIER, FROZEN WMPS OF SqL, WOW OR O1HER EXiPANEWS
e• OR B" PER 9ECTION� .., _-_ �.' kAiERIAL, COMPACIFD IN tY MAXIMIIM IIFiS TO NOi LESS hiAN 90E STAN�AF� PROCTIXt �ENSIiY FOR iHE EN11RE
�-� YnNHOLE BASE 9Ei pEPiH OF 1HE E%CAVAlION. CONIRACTOF SHALL PRONDE A 3rd PARiY iE511NG AGENCY TO PRON�E COMPAC110N lES➢NG
3" NINIYUN �_ ON E" OF �2 STONE AS NECESSARY.
J.FOR MSTALLAlION OF STORM MAINS, WAIERMAINS, SANITAFY MAINS, WAIER SERNCE LAIERALS, AND SANIiARY
SERNCE UIERALS UNDER q7Y S7REET5, REGAROlESS OF 1HE JURISDIC110N OF hiE UPLIIY, hlE MININUM
S T A N D A R D M A N H O L E COOER Fk0A1 hlE TW OF 1HE INSiALLED PA4ENENT OR FINAL IXiWNO EIEVAlION TO hlE TOP OF hlE INSTALLED PIPE
SHALL BE NO lESS 1HAN 2.5 :EEi OF COVQt ALONG ANY PART OF TiE PIPE. IF hlE STANDARO PRACIICE OF 1HE
F 0 R P I P E S I Z E S 12 " T H R U 2 4" rHE o E s��N�EN.RREo� R° � N��Au'�o�RN ¶�N HAs A�oRE S,��N�ENT �a� RE�,�RE�EN,.
ElA
4.IF E%IS71NG SUBGRADE HAS BEEN 11ME SiABIL12ED, BAq(FlLL 'MM B-BORROW TO BOTTOM OF E%IS71NG SUBGRADE
�DRAxING NOT To 9CnLE� AND FlLL tt1 hlE 11MIT OF E%IS71NG SUBGRADE 'MM COMPAC7ED AGGREGAIE NO 53.
� 5. iHESE STANDARDS SHALL PPPLY FOR STOFIA SEISERS INSTALLEO 1NiHIN E%IS11NG AND PROPOSED CITV R/YI PND FOR
H A M I L T O N C 0 U N T Y S U R V E Y O R' S O F F I C E sroa�n sexfRs n�nr sHau ee uniNrniNeo er �xe cm, RecnRo�ss or sroRu sewrx �ueisoicnoN.
R
. � FEB 2002 b. ALL STORM PIPE 'MhIM EXISiING OR PROPOSED Cltt R/W SNALL BE REWfORCED CONCREIE PIPE REGAR�LESS OF
REVISEa �'� JURISDIC710N O4ER SiORM PIPES.
STANDARD pLAN srallonRo CITY OF CARMEL STANDARDS
� IIAPPROVED� '� '� z' � D-.P.O DRAWING
KENTON C.WAR . ANILTON COUN'f SURVEYOR ATE
RELEASEUFOR CONSTRACTIDN 10-31 TRENCH DETAI� FOR CITY STORM SEwERs
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
`�jsv�� �\'��v�N�nl.��
�
onrE: 11 /19/19
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DUNPING �
XH M �N[RqY
ta1610...1
� N I/YISil�nt �
nuuo vie�a...o .a � ane., nwessm
���� � �""� 'I/YIIYn1xIW MISEG IEi�EP4
NO
DUMPING
� OR11N9 �0 �A
€ PnIYOFiE� C S
ti i21305m1
M 10G0 LFIqL -
I I�1Y
; i
€
5
1
REPER TO SHEET CT-4
NEENAH 3010
EAST JORDAN 7010T1
or epproved by Hemilton County surveyor'v ot(ice
HAMILTON COUNTY SURV
1�/�" ReaD[US OPRN CURR
APPROVED
HAYILTON COUNTY SUPVEYOR
NOTES
1- UP TO 16" PIP6 CAN BE INSTALLED IN 21" 9IDe.ALL OTNEft PIPES 9H�LL BE INSTALLED IN LONC
SIDE OP BOX.
2- � BUX MITH SiHP3 NITN 1fRITi6N 9P6CIAL 0H91CN APPROV�L FROY HC90.
3- R PIPE INSTALLEO IN TH6 CORN6R OF A BOX COVNTS AS IISIHC 2 SIDES OY TH6 BO%.
{- STRUCTUR69 $�yJ, BE OE3ICNED FOR YAXIYUY FL01f THRDUCH STRUCTUR¢.
SPECIAL NOT6�9yy STRUCTURES REQUIRE 0.1'OF DROP ACROSS THE STRUCTURE (LOYES'1'INLBi INVBRT
TO OUTLET INVBRiI.
9PECIAL NOTE� ALL YANHOLES SHALL HAVE ST¢PS TO 111THIN A YAXIYUY OP 1 POOT PROY BOTTOY OF
STRIICTUR6. INSPECTOR YAY R6QUIRE ST6P9 TO BE INSTALLEU OR YOV6D APT6R
STRUCTURS IS SET,TO IYPROVS ACCE39.
SPECIAL NOTE�IF CURB INLET STRUCTURE IS TO HAVE 2 POOT SUYP.THEN THE STRIICTURE $j�yy B8 A
YINIYUY OP � 4B" Y�NHOLB OR A� POOT BY � POOT BO%.
9PECIAL NOTE�OOUBLE IHLET BO% 9TRUCTUR65 $rye7,y PROYIUe 9UPPORT POR ALL 4 SID83 OP THB C�STINC.
SPeC1AL NOTE�ALL CASTINCS $7�,y BE PER THC APPROVED CASTING �ETnIL3 OR BY SPECIAL YRITT6N
APPRDVAL PROM HL50.
SPECIAL NOTE�NO "DOGHUUSE" STRUCTURE9 AHH ALL0�6p.
)R'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE
X REVISED� 9�26/2008 STORM STRU TURE SIZING TABLE Rgv�seo� �e oec zooe
STANDARD PLAN �=- STANDARD PLAP
;�p� APPROVED: �- r`-� � Sr-+A.o7
ORTE CT-5 ItEN N C.*'ARU.NAYILTON COUNTY SURVEYOR ��TB D-18
6� AIINIMUM OF TOPSOIL OR COMPACTE�
AGGREGATE �'�.53
� . PAVEMENT SEC710N VARIES I
OF SUBGRA�E
�VR pSfINQ Of S WSf H VNOYCm 10YIMfIN
SIPIILNP�L IN2fAIM1 L! Mf Nq2R.
� ro ae u�o wex ricnv osrnrv¢
9ETAEEN SPNIPRV $NER PIPNG ANO
SiORM PIPE IS 3C OP L£55.
��
Schneider
U�k l2/OB/OB
���, ���a��
uxoisru�o uaTM
RXSPELPK NEW-EMIM dl IYAY
CONCRETE CRADLE DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
CONCRETE CRADLE DETAIL
��
� I
NOiE: laLL DIMENSION$ $XOMN RRE IN EN0.ISH RNO
[ME1P1[]
MaiEalnLi CaSi LaaY IaON RSiM H-98.CLR55 J5B
FINISN: NO PPIHL
MEILHL BN
I�RAWING NOT TO SCRLE)
FINAL BACKFlLL
SHALL BE PER
NOIE 1.
\ .. . � . . . . .
MINIMUAI CObER SHALL
BE PER NOTE 3.
PIPE MAIERIAL PER UTILIIY
BEDOING, HAUNCHING, - HAVING JURISDIC710N OVER
iRENCH M1D7H, INI7IAL INSTAILATION.
BACKFILL MAIERIALS, �'
PLACEMENT, AND � ,
COMPACiION PER
STANDAR� PRACPCE -�
OF VilLltt HAhNG - .
JURISDICITON OOER . � Bc .
iNSTa��nnoiN. � \ \ \ \ \ \ \
i:�/i�/i.�/i.�/i.�/i�/i �/i: i.
WA TER & SEWER MAIN AND LA rERAL TRENCH DETAIL
FOR UTIUTY INSTALLATIONS WITNIN CITY R/W
NOlES: NO SCALE
1. FlNAL BACKFlLL FIX2 U7ILITY WSTALLAilONS WrIERE 'L" IS 5' OR LE55 SHALL BE B-BORROW FOR S7RUCNRE BACKFILL
MEEPNG hiE MAIERIAL REQIIIREMENTS OF 7HE INDOT AND SHALL BE COMPACIED IN 6' MAXIMUM LIFTS TO NOT LESS
THAN 95% STANOARD PROCTOR DENSItt FOR 7HE ENPRE DEP7H OF 7HE MAIERIAL PLACEO. 7HE BACKFILL FOR iHE
TOP 6' OF 7HE E%CAVA➢ON BELOW iHE LIMIT OF SUBGRA�E SHAl1 BE b53 STONE MEEPNG 7HE MAiERIAL REOUIREAIENTS
OF iHE INDOT AND SHALL BE COAIPAC7ED TO NOT LE55 7HAN 95% STANDARD PROCTOR DENSITY FOR iHE ENPRE
�EPiH OF THE MAIERIAL PLACE�. IF 7HE STAN�ARO PRACiICE OF THE UPLIiY iHAT HAS JURISDICiIINJ OYER
iHE INSTALLAPON HAS A AIORE S7RINGQJT FlNAL BACNFll1 REQUIREMENT, iHE MORE STRINGENT REWIREMENT
�flLL GOYERN. CON7RACTOR SHALL PRONDE A 3rd PARTY TESTING AGENCY TO PRONDE COMPACTION TESTING AS
NECESSARY.
2. 7H15 REQUIREMENT SHALL APPLY FOR ALL U7ILITY INSTALLAilONS (WCLUDING BUT NOT LIMIIED TO WAIER
MAMS, WAiER SERNCE LAIERALS, SANIiARY MAMS, SANITARY SERNCE LAIERALS, GAS PIPING, POWER, IELECOMM
AND CATV CONDUITS OR DUCT BANK) W17HIN E%IS➢NG AND PROPOSED CITY OF CARMEL R/W LIMITS.
3, FOR U➢LITV WSTALLAPONS UNDER CITY SiREETS, REGARDLE55 OF THE JURISDIC➢ON OF iHE UTILITY, hiE MINIMUM
COVER FROM 7HE TOP OF THE INSTALLEU PA�EAIENT OR FlNAL GROUND ELEVATION TO 1HE TOP OF hIE MSTALLED PIPE
CONDUIT OR DUCT BANK SHALL BE NO 1E55 iHAN 2.5 FEET. IF 7HE STANDARD PRACTICE OF THE UTILITY 7HAT HAS
JURISDIC710N OVER THE MSTALLAlION HAS A MORE S7RINGENT COVER REQUIREMENT, hiE MORE S7RINGENT REQUIREMENT
SHALL GOVERN.
q, IF E%IS11NG SUBGRADE HAS BEEN LIME S�ABNZED, BACKFILL VAiH B-BORROW TO BOTTON OF EXIS7ING SUBGRADE
AND FILL TO THE LIMIT OF 7REATED SUBCRADE WITH COMPACTE� ACGREGAIE, NO 53.
srnNoaR� CITY OF CARMEL STANDARDS
uRAvviivG WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
10-32 I FOR UTILITY INSTALLATIONS WITHIN CITY R/W
OFFICE OF THE HAMILTON COUNTY SURVEYO
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
■ ■
O AMEflICNN
■ STRUCTUREPOINT
INC
]• SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
rE� ai�sa�ssao I F� 3+�.�3.oz�o
wwwsVuc�mepoin�.com
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
N. G�:l,�,
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
SITE DETAILS
C602