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<br />DRAWING NUMBER
<br />IFIVIIVt, L,A131
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<br />IRVINE, CALIFORNIA
<br />PLAN HOLD CORPORATION
<br />REORDER BY NUMBER 075AR
<br />IRVINE, CALIFORNIA
<br />•
<br />PLAN HOLD CORPORATION
<br />REORDER BY NUMBER 075AR
<br />POSITION EDGE OF PRINT ON THIS LINE
<br />REORDER BY NUMBER 075AR
<br />1
<br />POSITION EDGE OF PRINT ON THIS UNE
<br />DRAWING NUMBER
<br />IRVINE, CALIFORNIA
<br />PLAN HOLD CORPORATION
<br />REORDER BY NUMBER 075AR
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<br />ET>1NDMl8 WYE. Q
<br />Nur iw SNOW `•
<br />(SEE LETS?
<br />PLN
<br />ire OCR T1 Mki+`
<br />SANITARY SEWER MAIN
<br />SECTION
<br />L DOLLS SHALL NOT TOUCH THE SIDES OR' SIMON 0r, TN E 'SELL baILE.
<br />E. THE BARREL. SECTION SHALL BE SupPORTED,TDDIDIXicur as LENGTH.
<br />3. SERVICE TAPS SHALL SE IW LINE VMS ON NEW HOBNOB. AND MACHINE ...
<br />TAPPED AND wit SADDLE 11M EILISTD$ MAINS. WADI TAPS SHALL . MOT
<br />4 LINED SHALL BE LOCATED T`1Mt rein* BtroiliZa. CRN THE
<br />5. THE URI SHALL BE NANO 'WITH 'S' OR 'hr bIICERE 'THE SEVER W M
<br />LIC USES THE CURB..
<br />6. THE MBA SERVICE LINE SMALL BE V4' PER f2014
<br />• ALL JOINTS SHALL BE WATER TIGHT.
<br />ALL SERVICE LINES SHALL. DC 4r UPLESS OTHMV= APPROVEIL
<br />R BNSPECTBON REWIRED PRIOR; TO )104:401t.Lr
<br />REVISIONS1BRAWN BY DATE
<br />_DATE 13Y CITY OF LOUISVILLE"#L .IAN. 94
<br />ENGINEERING DEPARTMENT; APPROVED DATE
<br />pi D.B. JAN. 94
<br />SAN. SEWER. SERVICE DETAIL SNECT_.Ei.,. _SOL
<br />HCONA
<br />REVISIONS
<br />DATE
<br />FIRE HYDRANT PLACEMENT FOR
<br />CURIVA.K MMD Mow**
<br />II
<br />FIRE PLACEMENT FDR
<br />MODIFIED CURD, AND VERTICAL
<br />CURB AND GUTTER.
<br />El CITY OF LOUISVILLE {M.t."N DYI IJ E94
<br />ENGINEERING DEPARTMENT 1APT'ROVc..D PATE
<br />94
<br />FIRE HYDRANT PLACEMENT H'!,$ JAN.
<br />SHIEST_n_or_K _
<br />GRANULAR
<br />BEDDING
<br />MATERIAL
<br />NOTES,
<br />SELECT RAOXFILL 95X,
<br />12'
<br />.4....4' HIM
<br />N
<br />1
<br />STORM SEWER
<br />GRANULAR. HEN IN SECTION
<br />L DEPTH OF BEDDING BELLOW PIPE,
<br />B cKHDi) .
<br />E7' S SMALLER 3'
<br />66' LPAGER 6'
<br />^G BRANuLAR BEDDIH41 SMALL BE 'LACED FRO1N THE TRENCH DOTTEHI TO
<br />THE )ERIZI),ITAL CENTERLINE (IF NC PIPE.
<br />3. SELECT SACHCFILL FROM NEE CENTERLINE TO It' ABOVE THE PIPE
<br />SHALL IC PLACED IN 6' UFTS AND HAND COMPACTED TO 93X.
<br />R£VISIDNS'1RS YET ry OF
<br />LOUISVILLE
<br />r-11 1Tf�� Fri' , r DRAWN BY: DATE
<br />DATEI 9.Y !
<br />JAN.
<br />ENGINEERING DEPARTMENT APPROVED DATE 4
<br />BY! D,D.
<br />STORM SEVER JAN, 94
<br />STRM! TYPICAL TRENCH SECTION SHEET ...44_3F-_80,_
<br />MANG
<br />TYPICAL_ CTtoss SECTION:,,
<br />MATERIAL
<br />OALL t*ITANY LAREEY
<br />S1YR D1 SI4M5SBiN
<br />ERESTRAIN SS . ,
<br />. MAINS DltEISIOHS F33 PIPE el50 P -SL
<br />ion 0R M4EGALts, (IfGR4E
<br />MOOES ANDY BTSIS{lGE
<br />DE39.EiELB✓SL FT. sou. PRESSURE * 3
<br />K
<br />RCGUHRE S
<br />FITTINGS TII It RESTRAINED JOINT OR ' BATEmer5
<br />ARlNNG S1ARr'ACEB IVN * °BART, 4'3K
<br />ARE NHNRRRt,
<br />3-* SACK CCNCRETE. • •
<br />... a 6' BK
<br />4- ALL DRJCTILC M CAST Nei SlLAU: *
<br />'WRAPPED IDI POt.TcTWIL ENE.
<br />.. r • - .1F 381
<br />REVISIONS
<br />DAT- BY
<br />KIKIL
<br />/6' 3K
<br />24' 3K
<br />4r aav$j Il
<br />?Q la
<br />3.5 2.B
<br />4,6
<br />13.0 i3O
<br />296 I 1541
<br />i
<br />u4•
<br />7.5
<br />E CITY Or LOUISVILLE D WN
<br />ENGINEERING DEPARTMENT APPROVED ItATE94
<br />B-
<br />CONCRETE KICKBLDCX' SHEET_3Q_OF_fia_
<br />GENERAL. Bins.
<br />1. ALL FTTYRA= AND M. Pre TO SE
<br />WRAPPED IN POLYETHYLENE AND TA/CP
<br />a. S' UPGIDTRIJCTF.D AREA AROUND
<br />HYDRANT.
<br />3. 6 SACK CONCRETE KICKB_OCT(
<br />a. At FITTINGS. SHALL BE RESTRAINED
<br />.101Nt OR NEGA.UG
<br />t
<br />" 7
<br />/-`6' VALVE ILIX
<br />6' GATE VALVE
<br />F'-
<br />J
<br />6
<br />f 1!3 CUBIC
<br />YARD 3/4'
<br />nit i 2'
<br />D
<br />ROCK
<br />SVIVEL TEE t_......b' LATERAL (LATERAL
<br />THRUST BLOCK NIST BE DUCTILE IRAW
<br />BRAINC MUST
<br />BE KEPHT .£.SLAB
<br />t
<br />UNDISTI.KIED
<br />SUI.
<br />C BOND
<br />BREAKER
<br />FTRf
<br />HYDRANT
<br />\\RISER
<br />//' CUBIC YARD
<br />3/4' O
<br />„...../../T1/3
<br />'/ OR 1 1/2'
<br />WASHED ROCK z. THRUST.
<br />BLOCK
<br />SECTION A
<br />SECTION 17;''...s..."•••-• ISB'CRETE BLOCK HYDRANT SUPPORT
<br />REVISIONS 116
<br />aCITY OF LOUISVILLE 1Z
<br />AWN BY, 1D ME94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED IDA TE
<br />B Yt D. D. JAN. 94
<br />FIHY FIRE HYDRANT INSTALLATION SHEET _6_OF _84_
<br />PRECAST MAAINCLES SHALL
<br />COMPLY VTTM ASTM C 474
<br />ASPHALT
<br />[...
<br />u.. r..,. �.L ='.I J.
<br />illIllIl
<br />U
<br />604
<br />MANHOLE SECTION WITH
<br />ECCENTRIC CONE TOP
<br />NOTES'
<br />I. STEPS SHALL BE LOCATED ABOVE THE BENCH.
<br />E MANHOLE STEP SPACING SHALL BE 1E' -1B' 0.0.
<br />3. CONCRETE GRADE RINGS SMALL BE USED rOR GRADE AIL YT'I�cNT.
<br />4, STEPS SHALL BE VERTICALLY PLUMB • 1' AND SHALL HAVE EDuAL SPACING.
<br />D. FD,.€XlSLE SEALING COHPDUND SHALL 1E RAMNCCK Kt AP?ROvED EQUAL.
<br />4 MANHOLE STEPS SHALL HE NO MORE THAN 24' NOR LESS THAN 18' FRIIN THE
<br />THIP OF THE MANHOLE RINK OR FROM THE BENCH OF THE MANHOLE.
<br />!REVISIONS'
<br />DATED, BY
<br />1 i
<br />sse.rs
<br />LCITY Or LOUISVILLE, LAWN BY, �at �4
<br />ENGINEERING DEPARTMENT'APPROVEJDATE
<br />BY, L,.S. IJAN, 94
<br />ISHEET_ 4.5 _OF _8Q_
<br />MANHOLE SECTION
<br />TAs.K COAT
<br />C(I T NO" ASPHALT
<br />i
<br />;AR NAVWI
<br />t
<br />I' MIN. ASPHALT PATCH
<br />OR COMPt CSU+L;, DEPTH
<br />ASPHALT; PATCH CR
<br />r1 LST. STt1 Ei'r SE2TI0N.
<br />945" AIL ASP NAL' IN
<br />LIFTS AND Cf.3.4P ACT
<br />TO 95:» MTN.
<br />1
<br />VN4tP'CRIA UNE
<br />1T ASP' -ALT
<br />VA/ /4
<br />C IJtiT
<br />ST.a �R?J
<br />FLOW ABLE
<br />SAC'ICc ILL
<br />1
<br />•.•
<br />ASPHALT
<br />TYPICAL TRENCH PATCH SECTION
<br />NC`3:
<br />TnrN 4 3F SLCPcz CR ERA.:_:', A) a SS•C21.7., AS 4E:L;
<br />34.
<br />,•---- 25 3/4'
<br />DOD
<br />0000
<br />DooCIID
<br />ig a\A
<br />FLAN
<br />3/4' 1 24 1/4' --' -a" }-+ - 3/A.
<br />1/16'
<br />I ru'_,-ter+ r1
<br />22
<br />,.eroga060A
<br />0000000
<br />,.000©00000 a0
<br />0 00 000000 000
<br />lcoCaccaaoa5noa\
<br />oCOD0O0DO0l)0OD'
<br />.000000000000000
<br />HALF PLAN
<br />•
<br />SEE DETAIL
<br />2
<br />CURB STOP BILA SMALL
<br />BE ADJUSTABLE
<br />!PLO -TAUT TYPE
<br />VERTICALLY PLUMB
<br />AND CENTERED ABOVE
<br />CURS STEP VALVE.
<br />SERVICE PIPE SHALL BE
<br />TYPE 'K' COPPER,
<br />I,11 1 r II. f�
<br />3/4:..-t•-- - . ,L --E 1
<br />I/r
<br />I'-^- -••j I.••-3'
<br />SECTION B -B
<br />[ 3/4'
<br />1/4'----�►f
<br />24 1/4'
<br />SECTION A -A
<br />NOTES'
<br />L A.S,TA4. DESIGNATION A -KB CLASS 25.
<br />'v CASTING TO BE DIPPED IN ASPHALT BASE PAINT
<br />'3. ALL BEARING SURFACES TO BE MACHINED.
<br />4. LETTERING O4 COVER AS RECLINED (WATER.
<br />SEVER. OP STORM).
<br />5. 11)141 M1NIMtk! W7. APPROX. 465 LBS.
<br />6. LIFTING NOT04 1' x I 1/4'
<br />7. 94' RING L COVER FOR 48' DIArETER
<br />MANHOLE RARRE,_S
<br />6. 39' RINE I. COVER FIJI 6O' 1 7B'
<br />DIAMETER MANHOLE BARRELS
<br />f 13.'B'
<br />-H
<br />/%
<br />f
<br />SIDE: VIES I
<br />HI
<br />FRONT VIEW
<br />DETAIL 2
<br />LIFTING NOTCH
<br />REVISIONS CITY OF LOUISVILLE
<br />DATE BY ENGINEERING DEPARTMENT
<br />� 1
<br />S5_IW6 I 24' MANHOLE RING & COVER
<br />7 r
<br />1/4'
<br />(DRAWN BY1 !DATE
<br />jlMl. IJAN. 94
<br />IAPPROVED 'DATE
<br />3Y-D.B. ; JAN. 94
<br />ISHEET _4Z_OF _O1_
<br />t
<br />MARX 'V' CII CURB ---
<br />B9' PIGTAIL
<br />SIIIEVALK
<br />i?' MIM GOOSE
<br />NECK.
<br />SEE TABLE
<br />THIS 1
<br />SHEET
<br />1
<br />Mi1NOLITHIC P0*
<br />SECTION A -A
<br />I NOTES• -
<br />1. CONTRACTION JOINTS ME REQUIRED AT EACH SIDE P' WRAPPED SECTION AND EVERY
<br />10' (MAX) ALONG TI -E DRIVEWAY.
<br />2. EXPANSION JOINT R-EQuIRED IF CONCRETE DRIVE IS USE') BEHIND CURB CUT.
<br />HACK S CURB CUT EXTENDS TO BACK OF '.,ALK OR HIKE PATH.
<br />4. NO END OF CURD SHALL HE CONSTRUCTED VITHIti 3''0' OF A PROPERTY LINE
<br />OR 30'-9' T A PROPERTY CORNER
<br />TRAFFIC ENGINEER SHALL APPROVE LOCATION CF CURB CUT BEFORE CCNSTANET1UP(
<br />6. 6 SACK CONCRETE WITH FI9ERNNESN REQUIRED. TY'E OF CUT WIDTH [X TOTAL
<br />CURS CUT VIDT'N
<br />VifirAm
<br />SEE TABLE
<br />THIS SHEET
<br />IF
<br />(DRAWN BY: 'DATE
<br />aEvs'OrLSy,,C:ITY ❑t" LOUISVILLE +NL
<br />I JAN. 94
<br />��aT i ENGINEERING DEPARTMENT IAPPROVED AT q4
<br />JAN.RAMP DRIVE EOR CURBVALK Si'E.ET_E' _E'F_6Q_
<br />sTR12 I -
<br />APPRO045O FLEXIBLE
<br />SEALING
<br />=ovum) (rrP.)
<br />CLASS I OR 1*
<br />CONCRETE BASE -�
<br />/4 • Tr
<br />3.
<br />r TOE POERETS At Hg' 0,0 # TDP
<br />1 :K BENCH 10" MI(NE RNERT.
<br />3' MU
<br />*,(2-LIMPE
<br />U•12"
<br />ALL BASES
<br />UPTAKE SUBGRAOF• ` dors
<br />5.
<br />SECTION 8-8
<br />6' mil
<br />P LAN
<br />w 010LE ID.
<br />INERT ELLa.---F" ,. •.
<br />SHOWN 4V PROFILE ,\t 1\ i :•'. %.\C \�C \`�;
<br />SECTION C -C
<br />CAST -IN-PLACE
<br />SLAB BASE
<br />LEGEND
<br />SUITABLE SOBCRI DE
<br />QRAuLAR BE DONE. NATIONS
<br />CON(N(TT
<br />RT (LCV
<br />SH,JNN'I M PROFILE
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />BY
<br />Date
<br />Documert Approval
<br />This document was reviewed for conformance MAth City of lame
<br />Desi and Construction Standwds. City approud does not min
<br />tamer, design engineer or contractor of responsibility to Collect encu
<br />or omissions relating to tNs doawnent
<br />k
<br />SUITABLE
<br />NOTE:
<br />CONTRACTOR MUST FIELD
<br />VERIFY LOCATION OF ALL
<br />EXISTING UTILITIES.
<br />-H 4a' SRM
<br />.9" 104 CONCRETE.
<br />TYPICAL
<br />TIE BAR
<br />SECTION 0-0
<br />11E4%6011 NC PER ASTM C 470
<br />th•SLOpt
<br />TYP lit BAP
<br />/4 w ID EACH *AY
<br />.113 1CLEAR
<br />��- �' QIH•NULAR BEDDING
<br />NATE RVH.
<br />U OERI ELEv
<br />S44('W% NN PROFILE --r
<br />E
<br />P LAN
<br />*ARKS/ ars/SM TTP.
<br />• 1NNvEf
<br />' SHOE
<br />SECTION E -E
<br />IN PR ark E
<br />PRECAST
<br />P:BACASEST st:44,ANHssm,OLE, DCBASpowiro moNotoncAL,7 sorcm sicic:05:
<br />INTEHOED HILL K REJECTED et THE ENEJNEER AND ACHGNE0 ANC
<br />ESS. LAB BASE
<br />THE CONTRACTOR r
<br />ho TRIAL AS SHERTh ABOsTE
<br />DATE BY
<br />REVISIONS Lis
<br />miCITY OF LOUISVILLE
<br />ENGINEERING DEPARTMENT
<br />CONCRETE MANHOLE
<br />BBNOTESI AND ',LAB BASE
<br />DRAWN BY= DATE
<br />NJA JAN. 94
<br />APPROVED DATE
<br />HEET _E1T El 0_
<br />•
<br />03
<br />tE
<br />6.1
<br />Lli
<br />0
<br />co co
<br />APPROVED: P.SWIFT
<br />0
<br />0 14.1
<br />4k Ca
<br />ct
<br />OOLOGICAL CENTER
<br />E-4
<br />•
<br />IMMO
<br />ea
<br />4.0
<br />0
<br />5.1
<br />SHEET
<br />4
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