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STANDARD DESIGN FOR SANITARY MANHOLE
<br />Process Cane
<br />Ad Muer\
<br />Ji(
<br />Flenble Manhole
<br />Pipe Boot .1th
<br />2 Su,nle • Sue).
<br />8, per ASTM
<br />C-523
<br />_LIMN IN III
<br />Top of
<br />Masonry
<br />IF Mew. I
<br />MATERIAL FOR MALLS
<br />Pretest Reinf0FC°e
<br />C},Cr.te R Pers
<br />4. -Q
<br />5'-0
<br />5.
<br />SEE NOTE 8
<br />81N 24•
<br />6•
<br />.rrrr
<br />Send
<br />-CuN,on
<br />Noun
<br />I. Frons. Ad„p•ston0 Run & all Manhole Sec tuns to
<br />b• Jawed .,th'E-2-Suck Meter,els.'A55MT0 MIRO
<br />Type 8, Press Seel Corp.. Fo. Vey.. India. or
<br />.Proved .aua1.
<br />2. Sanitary Menhel. ltd• to be uprise with
<br />*CITY OF DES PLAINES SANITARY'.
<br />3. A11 Manhole •001.0n..8,11 b..«est Aeon!xeed
<br />Concrete.
<br />{.Frame end lad shell be closed as shown I.
<br />general notes.
<br />5.811 lofting Mies Nall be styled nth bttunesttc
<br />me
<br />6.Use
<br />eno-
<br />,o ca
<br />. only.
<br />7.Ootes. 0<u shell 0.mo
<br />nel,thac nth r«ewe
<br />en*bests.
<br />&length f
<br />tatotory sewer
<br />u. piw•mw adjacent to .en tory
<br />..le +hell be f 24 t Ms ,n length.
<br />STANDARD DESIGN FOR CATCH BASIN TYPE A
<br />Maras ,14140.
<br />approved .o,.1.
<br />Prot .< Concrete
<br />., Vep Ron0s
<br />iiiJ_••Jos
<br />•-�� 12 Ma..1
<br />Eeaa. 88 ,./..TOP of Mesorry
<br />N. lou I6'. . OUTLET
<br />I MOs
<br />111.I
<br />tz tl5 Ord.
<br />STANDARD DESIGN FOR STORM MANHOLE
<br />TYPE A
<br />MATERIAL FOR MALLS
<br />Pr«est Reinforced
<br />Concrete %sere
<br />6• S
<br />Cost...Pl«e
<br />Class X Conorete
<br />Pr«est R.,nf000.d
<br />Concrete Slab
<br />C
<br />5'-0•
<br />5'
<br />Nous*
<br />I. See P1en 5he.te for elevet,on of ,overt ed dia..- of
<br />2.Ot..ns,av C for Reo..frc.d Concrete Ro•....ey very
<br />from No ,teen to Pl...
<br />3.P.«est AdJust,., Rings. 2 Men.... 8•,n tomo
<br />sand 4.5E«..hall be unboddod Into well ...nmom of 3..
<br />Cushion
<br />Precast Adjust.,
<br />Rune 128...1
<br />3•
<br />24" TYPE C CATCH BASIN
<br />NOTES,
<br />I.Frames and lids u be .. shown ,n gw..el nous.
<br />2. Catch beamprecool.bo of precool. rconcreteted concrete
<br />construotton
<br />3. For edp.mtm.nts. owe only pretest cont•. &Q.t g
<br />nge...mos of 8...1 height.
<br />4.84)ust,ng runs and fren.s to be Jo.ed nth mortar.
<br />5. For nm and pies ,nv..'t .Lection•. ref or to piens.
<br />Mdthed
<br />SECTION
<br />6-0 die. weep
<br />holes 0 68
<br />aprt (typ,eall
<br />Gest -,n -Plea
<br />Class X Conc..
<br />or Pr«est R.iwc.d
<br />Cerp..0 Slab
<br />Cad
<br />Cushion
<br />NOTES.
<br />1. Type A Catch Boson Nail be ften,yed
<br />fr.ne P lid es shown on general mus.
<br />2.411 Coto,. Bonin .hall be 4'•0• In doom..
<br />unless meal on the plans.
<br />3.0....... f Process Reinforced Concrete
<br />R ••Y very from Use dlyensoon to plus 6'.
<br />4.See drawings for el.+.of 6 door. of sower.
<br />5. Precast Adustong Runs. 2 e.. d,. 8• on M1ght.
<br />6. Steps Noll be embedded onto the well nth e
<br />depth of
<br />Lb
<br />/ f1
<br />PLAN
<br />(CONC. CONE RISER)
<br />MATERIAL FOR WALLS
<br />Pest R.Infere.d
<br />C bs fluor.
<br />4'-0' 5
<br />5.
<br />STANDARD DESIGN FOR VALVE VAULT
<br />(TYPE A)
<br />C.nc.nt.lc Co. Only
<br />No Flet Top
<br />✓ alve Stem
<br />C.n..red
<br />Frey.
<br />6'I I
<br />3'
<br />-'i
<br />-0
<br />8• Max.
<br />MATERIA. FOR WALLS
<br />Precast Re
<br />Conor a R,sr,04...
<br />e
<br />0
<br />2'- fi 4.
<br />5'-0' 3'•e' 1 5'
<br />0..0nen C for Pro, t R.onfreed Comoro,* Roues
<br />..4..'y from t1e dom soon given to plot so.
<br />Inches.
<br />01.4ETER OF MATER MAIN
<br />10 Inchs end under
<br />12 .phos and aver
<br />4'-0'
<br />5'-0•
<br />Nous*
<br />1.10 the vol..... Pester Ne. 5',n depth.
<br />valve stem ottonsion to 5',s r.por.d.
<br />2. Twp A Vol. Vault shell be provided with
<br />Frome and Ltd es down I0 ,.noel nous.
<br />3. Valve Vault Joints shall 8. sealed w th
<br />Butyl Most,, Jo nes.
<br />4. Steel shuns Nell be used MM adju•vng
<br />frames of MON.oles. Coto,. Bann.. Inlets.
<br />end Valve Too1u
<br />6• 5. valve .1.11 be Moeller A-2360 reed .nt
<br />root valve only.
<br />Coat-,n•PI«e
<br />Class K Conc.,.
<br />or
<br />Prevost Re,nforc.d pt,.
<br />Sfa.eritt.
<br />5.ne
<br />Cus,on
<br />TRENCH BACKFILL DETAIL
<br />PVC SEWER
<br />*ALL TRENCHES UNDER PAVEMENT
<br />WITHIN CITY R.O.W.
<br />L USE FLOWABLE FILL
<br />USIA 118 IDOTT T080CH 18AC1lt-L TABLES
<br />TRENCH BACKFILL DETAIL
<br />ALL SEWER AND WATER (EXCEPT PVC)
<br />*ALL TRENCHES UNDER PAVEMENT
<br />WITHIN CITY R.O.W.
<br />L USE FLOWABLE FILL
<br />ALL TRENCH BACKFILL MILL BE MEA RE
<br />USING TME 100T TRENCH BACKFILL T 5
<br />oafforaftosen
<br />MVP, ftlrcny M
<br />nN.v., an<.�.. °ic"'•..`^o.o
<br />THRUST BLOCK INSTALLATION
<br />TOAIEVa OF It�Oy�ER TE TOPS 11E�
<br />Walt •0•04.111110.366../.r
<br />.a
<br />0i60•04.111110.366../.11
<br />.P11111,60/060,161.1.111.040.16
<br />•06I•NOVII6 00,104 P0.0060 0 OW
<br />SANITARY SERVICE RISER DETAIL
<br />TYPICAL HYDRANT INSTALLATION
<br />MUELLER [WANT
<br />SUPER CENTLMION 200
<br />CATALOG NO.8.423
<br />CRUSHED CA -II
<br />OR CA -13
<br />CONCRETE RASE AO
<br />BLOCKING AGAINST
<br />L001511.88ED EARTH
<br />PRECAST CONCRETE BLOCKS
<br />L
<br />r
<br />ME1.LER COMPANY
<br />6' 880161ARY GATE VALVE
<br />CATALOG 143. A-2360
<br />WWI« .e OR 0*WO Ob.
<br />L,.E_e.tED Ca -b
<br />5,.8445E
<br />SF05108 A -A
<br />6 trus.0 NC.NK.CPC.CL I
<br />V OAM.OMC COAX
<br />y 5•ChM 110008 /
<br />ALTERNATE PAVEMENT
<br />SF0T1014 A
<br />COMMERCIAL DRIVEWAY APPROACH DETAIN
<br />MANHOLE ADJUSTMENT DETAIL,
<br />Nk
<br />t tel pytln.4nit nolo. Ta t.rns.nl end ntNeelmn .1 nee ham.
<br />And Yes
<br />2 AnC..vndn 808 od8Mi.p do..dl be . be etre.. end reptwp
<br />a
<br />Dowel <wrote pMtIM° m e •0KeYary.
<br />0..de1 copping rent erne IN . nwneront. E' M low h•Kmt
<br />for Sootory uanap .d Volvo V.AA.. too :wept of rope
<br />P.sso..,,. l5j...tlr ,,maetween 'm1O"UMe0' "00.n°eed�0Os tel Ironer
<br />sea
<br />OOPtlnapy...
<br />prom 10 ynmy�nmm.t ,a1M0 pa. a. , ..* dal run ..plow
<br />000menl 104[8".46" pude tole. on IN msMae seen..
<br />C.Y°I C•° r.1., .mr. tavw eM (.0 one mWme
<br />Exhibit C
<br />STORM INLET
<br />COO PMC MASS
<br />COMBINATION CONCRETE
<br />CURB AND GUTTER
<br />TYPE B-6.12 (MODIFIED)
<br />8-3.12
<br />M-4.12
<br />3'
<br />4•
<br />13•
<br />14'
<br />,. •
<br />ROI sue as. 4M8.Mee
<br />00116
<br />WOOLS Mt wr
<br />a
<br />P...a.rom n.. ,I
<br />Ofe0 tee.
<br />a 0:4000
<br />Lerma \
<br />SteOtt
<br />I
<br />1
<br />COMBINATION CONCRETE
<br />MOUNTABLE CURB AND GUTTER
<br />TYPE M-3.12 (MODIFIED)
<br />TYPE M-4.12 (MODIFIED)
<br />TYPICAL CURB BOX INSTALLATION
<br />HOUSE WATER SERVICE
<br />4I
<br />0*
<br />•.• CA -6 BASE COURSE
<br />COMBINATION CONCRETE
<br />DEPRESSED CURB AND GUTTER
<br />CITY OF DES PLAINES ENGINEERING DEPT. STANDARDS SHALL SUPERCEDE ALL OTHERS
<br />13,66•. VIA W.I...06
<br />6 Meal
<br />10.1.6
<br />• 400.3.0 a Wet teoaruf
<br />a.nn Poo
<br />Me WNW
<br />SFCTION
<br />ultbrf. MOP
<br />u.vm •Orem tae
<br />Roel• Jnn...gPtcali
<br />Sew out to ...on
<br />yd.. Is*. et JOIMT FOR
<br />REPLoCI% PF1p0AL Ade
<br />REPLACEIEMT
<br />500 AESTOAATIO1
<br />IIF NECESSARY)
<br />R.O.W. 1I
<br />/Ti(Ii71'iflMA..LINJ'!ff NJUi(174G(IIEVA:(/i7LtI
<br />wI511O�i���_
<br />Curb 6 Gator
<br />s•
<br />PJC. Coroe.0 Pub/.1
<br />6' Hoo .,.vote, tlrouy. • 41•••••••wod«.uii
<br />aa«.0
<br />VP pr /L slop. - �Prh.ay CVD end fetter
<br />_.-Stroot Pavement
<br />3 o....1,2,10. Eoory Coque
<br />LA
<br />4• Mourn.
<br />eukuka
<br />4.C1.4e.uWed Rey,. e... n 2.9 on censer
<br />`beim, Sernee Lim
<br />f10Al Are
<br />CONCRETE PUBLIC SIDEWALK DETAIL
<br />O
<br />DES PLAINES, ILL
<br />0
<br />co
<br />Vi
<br />0
<br />rrl
<br />U
<br />J
<br />0
<br />V
<br />■■
<br />O
<br />1
<br />cc
<br />U
<br />m
<br />1.1
<br />El
<br />u
<br />l
<br />REVISIONS
<br />Ui
<br />J
<br />SHEET NUMBER
<br />W 10=
<br />01 13 SHEETS
<br />gt.32of52
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