HomeMy WebLinkAboutC601 - SITE DETAILSDISTANCE DEFlNED BY
D.O.T. REQUIREMENT DISTANCE DERNED BY
MIN. 60 TOPSOIL ro 0.0.T. REQUIREMENT
ENSURE C4RAM GROWTH MIN. 6• TOPSOIL TO
IF NOT UNDER PAVDdENT /
ENSURE GRASS GROWTH
A As Art, IF NOT UNDER PAVEMENT
EDGE OF PAVEMENT, CURB
GUTTER GETSIMILAR
STRUCTURE IN THE PUBLICF-WAY RIGHT-O
125 BED +12•
MIN. 12•
'
EDGE OF PAYIDAENT. CURB
GUTTER GET SIMILAR
STRUCTURE IN THE
PUBLIC RIGHT-OF-WAY
IF WITHIN 5' OF EDGE OF
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE INDOT rail
PAVEMENT: USE INDOT •B• BORROW
IF WIWIN 5- OF EDGE OF PAVEMENT.
BORROW OR DOIJII GRANULAR
COMPACTED ro INGOT 90%
USE INDOT yWB9 CRUSHED STONE OR
MATERIAL COMPACTED TO95%
STANDARD PROCTOR DENSITY To A
APPROVED EQUIV. CLASS I BEDDING
PROCTOR DENSITY FOR ENTIRE
OF PIPE DIAMETER AND REGULAR
ABC
MATERIAL HAND TAMPED OR WALKED
1RENCH BACKFlLL
BACKFlLL TO TOP OF 1RENCH
U INTO PEACE TO MIN. OF lr ABOVE
TOP OF PIPE AND R• BORROW
d
COMPACTED TO 95%STANDARD
PROCTOR DENSITY To TOP OF TRENCH.
DEPTH OF BEDDING
LEGEND
NOTE,
MATERIAL BELOW PIPE
Bc- OUTSIDE DIAMETER
ALL INITIAL BACKFlLL SHALL BE
D- INSIDE DIAMETER
INSTALLED IN 6• TO 12•
d= DEPTH OF BEDDING
BALANCED LIFTS.
MATERIAL BELOW PIPE
A MINIMUM 9• W CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF ME INSTALLED PIPE.
D
d (MIN)
27• @SMALLER
3•
30' ro eo•
{'
88• BE LARGER
8•
REINFORCED CONCRETE PIPE
(RCP) BEDDING DETAIL
NOT TO SCALE (REV. 12/17)
SEE PEA"` ^`
STRUCTURE DATA
FOR TYPE OF C
1/2• CEMENT M
1Y
- IF NOT WITHIN S OF EDGE OF
PAVEMENT, USE INDOT R8
CRUSHED STONE OR APPROVED
MANHOLE
EQUIV. CLASS I BEDDING MATERIAL
AT T6• MAX. ON C
HAND TAMPED OR WALKED INTO
PLACE TO MIN. OF 12- ABOVE TOP
(SEE I
OF PIPE AND REGJIAR BACKFILL
TO TOP OF TRENCH.
PRECAST WAS
I FGFNG NOTE. DEPTH OF BEDDING
Be- OUTSIDE DIAMETER ALL INITIAL BACKFlLL SHALL BE MATERIAL BELOW PIPE
D- INSIDE DIAMETER INSTALLED IN fir TO 12•
d= DEPTH OF BEDDING BALANCED LIFTS.
MATERIAL BELOW PIPE
A MINIMUM 9. OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL
NOT TO SCALE (REV. 12/17)
D
4 (MIN)
2T• @ $MPAIER
{
30• TO 60•
6'
66• ffi LARGER
4•
y
6. OF r2 OR #5
(FOR PRECAST BOTTOM
3' MIN. CO
3RAOE RINGS
78, 4000
D TO RAISE
TRADE, MAX.
HEIGHT OF
S 12•.
:CENTRIC
CENTRIC
'RECAST
MON-48•
-47e Cuss
ED CONC.
PSI
DE
)UT
VESS
6• O.C.
WATER NOT LAS THAN 10'
EDGE TO EDGE
0
SANITARY/STORM SEVER
MAUV\
MAN Or BE S ell NO
DENS ell) 1.51YA 9NfRZ 9.5 mm
OU11Fr PIPE
--- ---
WHAT LNG
M1WXN1f60AParpIIXC if rA l
POSSIBLE INLET PIPE
\�
F
r �`_
ONE
EL,T_____
n
6•E22r fi -_
WATER i
j /e��iF ���
Q
18' MIN.
Haze 9[ /�///�/��/ /
nVMRE FILL IS /�� '" f/� %� 12
ydj
w
I
3
�
SANITARY/STDRM SEWER AS
PI eN
I
SEE PLANS OR
STRUCTURE DATA TABLE
10' MIN. 10' MIN. M
FOR ME OF CASINO
SANITARY/ � WATER
I
a
1�6• 22• 6J•
?�
I- -I- -- I
STORM SEWER WATER
LESS THAN Hair
x5aw.lr
a
w
18• MIN.
MUL77-USE PATH AND STREET CUT REPAIR DETAIL
�_
D-
In
POSSIBLE INLET PIPE m w <
w
WATERTIGHT SDR 21 PIPE WITH
COMPRESSION TYPE JOIN IS
xD scuE
U
_
l -- -' I _- �_� > w
g
Truk. BLE ran purvc DR ADaPTDR vG`j
TARS
F
n5 S I
SANITARY/S1IX2M SEWER
1. 1mx015PLL S lb & IaYbhB FMV ANK Si Ana ER OF OUT OF ME WETTOF WTI
`
L
NOTES:
x RWe nu IS To sW W As R m THE DIEXBM OET� w TIES METAL
�
1
_
- ---------. --
'�- LT
1. WHEN LATERAL SEPARATION IS TO. OR GREATER NO 4. CONTRACTOR SHALL VERILY THAT MORE STRINGENT
VERTICAL CLEARANCE IS NEEDED SEPARATION REQUIREMENTS DO NOT EXIST WITH THE
x la E S Wat3 ro BE ua MAARD TAW IN u Twx IXMT K A a
ar MNTEN
JURISDICTIONAL WATER UTILITY. IF THEY DO EXIST,
15
O A T I ON
NNlfp A6 SEO(FO IN 1N LATEST SIMOAW al NWI SKTGtIpq YCXM IG
2. ALL CROSSINGS AND SEPARATIONS TO BE 3271AD, CONTRACTOR SHALL FOLLOW ME MORE STRINGENT
a TIE IEV MAU 5 To A SLIMED AT HE SATE RATE AS THE EM6mC SUNFAM WMALT T11E SHALL Wrcx lbw-6ASXs; IG1 nEWR115 M
ARTICLES 3 He B REQUIREMENTS.
S ngAaA[ FIV SHALL ttaFad m xroT mEunulxw uflwx r3
p Sw IN
5'
CLASS •A• CONC.
3. WHEN HORIZONTAL SEPARATION IS LESS MAN TV OR
E F PIT I5 R15R0 a MM HAUEXIN4 AM IHLN DAGFLL WALL a PER MWMABRREXs a BRUD Ea MMAems lire, R ME TO If Am1E
<
�'y
��
VERTICAL SEPARATION IS LESS THAN 18'. SANITARY PIPE
HE R TO, iNW etapLL SHALL BE RNMRL Fu BP M If ➢axNaE GP
oI
� [e �
6. OF r2 OR � STONE
MUST BE WATERTIGHT SORT 21 WITH COMPRESSION TYPE
Las Cos
"An'
JOINTS.
MIN CROSSOVER & SEPARATION REQUIREMENTS
INLET TYPE DETAIL
FOR WATER
& SANITARY/STORM
SEWERS
NOT TO SCALE (REV. 06/18)
NOT TO SCALE (REV. 01/17)
INKPNDPN.4
war,
PLAN VIEW
ELEVATION VIEW
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City Gf Camel ^
..--a'k1r_ _.\I
DATE: 06/07/19
SECTION AA
aay..l¢40ae
T
NePEI
an RAC
,aw dEAr1WTaWWdHEDg»mWDmam¢�
G90umwWaummCREmwenrtNlEnerROcornmeal
whNel[NBA4d NEwn.RFIBEL1lMAC[VpMfCMEGa
ermaxureo Nvai�lu�n»mx
oanN®ms.cM ownmMyMwcTORSF,ISETsxJUMNO irso6RRl e-o
6 eML1.WE6owa I.EEr A06MDM630abD M1"0 ARuuMn ENlx TihR6n-Y.IAM (YbIrnVMRRFaP'ATOrI AT, M
A c�eTMma°Prv�R"E`Pna"�`+sr°tleoMx ww¢:Eawww"xo o.s`NPImNw AAVTrotm w®.elwoelorrFenw
N. Iwo DEPTH. AX6xpAWFngTAMW RN¢L ME Na¢ePwrtmMN CONWOWIIMSNO
DEuae0l rolAT .o Pxowo-a elErrtmlEAw ANDrEanx F.wRmrvro WTMo SETT EmasNw4E
OT __ .nAeLlep"AaDG Tin.l'E'"TEewTAN OftsoDxan: NAKICH"P la°"�aw'xd`rrmaTMa
EMAaaalSM. Na
MORE rES To hurrom MORE `wunW m.xaowownMroFA.ceaRwxmnr
WNYWiTII°WTC 8 mTlMTA XM79M.vrvtvPEM�frt ME.aeouTED
nTTaM�ImEI�I �Raolx anMrs P wnPOB�Us
W
�SW
AH O
b�Q.FZ6F'.
a�ul
y mwig
W��rcTO
Sao
gyFx
Z
City Of Carmel Water Utility
Ayprovetl Me of Construction Materials
Updated July 16. 2015
Effective August 1. 2015
1, Wamr Main: SM1allh Vu[[Ile trm paessuFe CIa55350antl aomesllwD/manum[Meab/VS
PloyAw nape,CL W/MewaF 6rrem type..applowel weal.
2. Ren nWamF{Tape: Slav He lMmllea lP.bow pilot. sea mlmmamor 5" In wMband
4.5 nos iarconea, Blue In color meeelogNs, SulmmalnoFAPNA color �Ingfoe pWMe
Band YUllbwetM wads -Cowl BURIM WATER LIRE BEIOW9mpineed ftweadwlla
MaskImeeingm Metape;antl madexmm M1ed are& polye oy sins steal he ng
dmrbme atlel mowgraee W nor.fema[mm6ne9alom.m.
3. Ted"Traw, SM1all be a Team
try &,red buoy eppibti ne barer wire she II be A m ww r i s RTd Al G a,IW wi m! INN
A.
a"wn[a{peewlre,laGecetllnaedltl blue polYNM1ylmepGet3omlb Mkkminlmum
.rd dawnmemmta aitshmmulagiir wr Txxxyaywire 4n 10 Aland wr
b. EmMrclad lalimiMU ppl inas ¢ewi2aM1a lonenimumtlmibthUtlabaM
coPtteaaadrel Mrele[Mnfurd" Mwpot aRpInelacketndm warpl
mlmmpmaer remmmentlea brarealklnal arimngapgvatlons; and AD manNxmrea
M Tappwkeaa. TXxx cored wimxlmt a[aPmBk.
4. Bee XydMM: Slug be MuebaAmehan OaellrylSMety Yellow. M11.A&M%33391oe
SM1elwln Willem,; /5Yn11VrmMCWy .X ran abanmopenelgx and All Daiwa
marry appliedA Man MMemund the hydrant mnml. The "rant Wnar nozzle
,all Be of one-piece dnipo, ownwiM, with 5" St,-, how coupling. The.... hashed w en
Mryalpartal MefbelryNaMantl mustbe fumifiM return manufaaumaeauModaM
dlgrlblMrdnpntted bytM mNuletturer Ithal Model 12W220Wr uWhe and MU21
Me uP SUPP'adadmrt wall nine Be r ,d
5. Deli Shall m resiNM sew gate rase; All or NnA Grmel Oay swc.%horw. shall
beoPIndgml. Bumnlywwessbell benAMmrslmawrlr.
¢. FMiryo shall He Umm� Tow or•unne star rMlnp added Apnue, 2011,
T Ma MmWlE lc Ynll be me won MnterONE or"wrnezi Ster Gal MJ3&'dorl
PVCStar Gnps4000aMesA IU,Ml.
8, VaWNn SM1allbe UnlonT rw EutM imnWall.
9. Pwl Caps, an ' Shall beinsmW with ear pn away. NO to be used on buXAnP
wM"I
10. Cab Dom: SM1all M Unka Twer.
11. Tg BNces: Neu be Sears Sill Ramx.5M or Ford No Aalnlese AyA sly mwith
,tw,Iw.Aw,Ibnmandnna.
12. Re raamy: sIwD 6[lulltlNyemmleszwteH wleewwwM smlmaw#aI MNs.na nun.
soon eMi. xG1, x6x an a xG3; �m F W I, Lux one PLS3; 5 WA 13v; Rnmay ssl, ssz wm ss3.
13. Tappee Rep"r Clamec shorel w
N o Nil awx Wisan l antlx" th MaNnmW alha
andir. lth ail lr3MrOM be Nlldr[IFanM3;rel SCmw [bsmlllleasAxl bGEs
aM nlRa. SmILM1 Dlah3]1; FOAL fS313, F53x3aM 4533311CM Sits Poma[305 antl306.
14.SanMM519 . SM1all MlwaliMattby UdlWsmp gandfiAlbe Kup rle Main GUOMM6
Semphing Station.
15. Sealw Unn'. Nan De X".1", I W woos TypeK coppyr.
1B. IktluPNtl MNa uFleawneMFNtlnp Au pnaryrouM Amke Mw to tBltma
A.m.wa&,.aam mmwammAwnammm,y�ap la4ene aama.nmm. mn.m
edmonmAwwAuro.
u.: shall How soh d corn prism n ratios, M&binnm alwed (we Meter Pit Saw, ear
1T All and Mosel#)
18. blm MstrioT: NaII be F¢IaWGukemormeTwlalbellport aWal,rts.
19.HDPEskerts: Shall beusedfwearmy InestlW aassander dry or printe4rcely'
' WA IrwanW IMn shall we 3' HDPE SIeew
' 1%'D Y mn IFn doll use a HDPE Shallow
SO. AYMalmlR M: Shell be style concerts, black. No pewM con"&
CURB
Ell
20' ( N )
6 LA BO.
rew
STORM STRUCTURE .
AN AGGREGATE I al CAP END Ci a PERFORATED P.V.C. -
PIPE (iYP.) UNDERDRAIN. SLOPE
O 0.5% MIN. (TYP.)
FILTER FABRIC -}- A
PLAN NEW - CIIRR INLET
{• PEFORAIID
UNDERDRAIN
a
*PIPE
7(�)
P.V.C.LOPEna)
SECTION A -A TIN-�UIALA qu1
II
Commercial Real Estate
Solutions®
�■
■■ AMEH CAN
O■ STRUCTUREPOINT
■
IVI
PLAN MEW _ INLETN PARKING LOT
PAVEMENT UNDERDRAIN DETAILINC
NOT TO SCALE (REV. 06/17)
7260 SNaddand Station I Indianapolis, Indiana 46256
TEL 317.517.5580 I FAX 317.54311271)
earmstructurepoint.com
CONCRETE COLLAR g•
HEAVY DUTY
LAMPHOLE CASTING
W/ SOLID LID, NEENAH
,g•, R-1974-A OR EQUAL
in
BEDDING M ITERIAi _
45- BEND
$
Intuitive Health
Riverview Health
a
a
Urgent Care &
Emergency Room
-1
iiinTiii-M-
CLEANOUT DETAIL
NOT TO SCALE (REV.
CONCRETE CONCRETE CRADLE
01/17)
14585 Hazel Dell
Parkway
NOTE.
BEDDING MATERIAL TO BE IN ACCORDANCE NTH
PLASTIC PIPE (PVC AND HOPE) BEDDING DETAIL.
Carmel, Indiana
HE
11•�
Ill ass �4
agree
At Area n Aa,➢ Amer Iwlw me NRwe
nor 0.artpn MCMmq[I" Done
Be Set Al Al' Anpe baha a And' cm4lwtae
to e- 45' emE Nan NNW- Sme .UW 9e
Ln,vM Ta Arms, aNhlwrl Cbr Aw succow a.
1 M dhla S1W 8e 9eeNewao Cm9t ar Mn
ar
3 Hp mis snap Be Ser At "' AIs Nv4p,ea
Cblmn w tm Ae $wwyof r ¢Ell LbP we
w. Ar «Aw mmr wwae. ww-c4. w mmlwa.,l
an � Remains,
No.
10403915
STAX OF
x
u[a�Mww
SECTION
aa SaAl7jAJIR3NAul000s
621
CERTIFIED BY
ISSUANCE INDEX
DATE:
03/11/2019
OF CARMEL
ARD DETAILS
we" WATER MAIN
CONNECTION DETAIL
PROJECT PHASE:
`^ We
FINAL CONSTRUCTION PLANS
42J
Wan"
r-0' ✓n,
no
Cne cl Said
T C,,,. Bad al e'NN.
Owl cn,emm
Al cn Naa iw
Moscow
S AA l VdNe mail be ne4gned to the Ire
ii ayAw aM th,,wi e- on menwm➢ fire.
6 All Auto l SluDs moat Mw hoot% ,He
CITY OF CARMEL FIRE HYDRANT
TANDARD DETAILS ASSEMBLY
Project Number 2018.00290
SITE DETAILS
C601