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CONCRETE CULVERT BY
<br />BRIDGETEK CALIFORNIA
<br />CONCRETE CULVERT BY
<br />BRIDGETEK CALIFORNIA
<br />1_,
<br />57.8
<br />8 /NV
<br />56.0
<br />8 INV
<br />34.00'
<br />10.00'
<br />6" AB
<br />2%
<br />FLOWLINE OF CANAL
<br />ELEV=55.5f
<br />BRIDGE FOOTING J
<br />10.00'
<br />ENGINEERED FILL AT 95%
<br />RELATIVE COMPAC77ON
<br />EMERGENCY VEHICLE ACCESS AT TEMPLE CREEK
<br />NOT TO SCALE
<br />F7�d�l�i
<br />4.00' 4.00' 16.00'
<br />6"AB SHOULDER
<br />5% 2%
<br />to L. ./i1
<br />ENGINEERED FILL AT 95%
<br />RELA77VE COMPACTION
<br />AC OVER 14" AB
<br />2%
<br />FLOWLINE OF CANAL
<br />ELEV=54.1 f
<br />BRIDGE FOOTING
<br />CONCORD AVENUE AT TEMPLE CREEK
<br />NOT TO SCALE
<br />METAL BEAM GUARD RAIL PER
<br />CALTRANS STD A77A1 ACROSS
<br />CULVERT DECK (USE SPECIAL
<br />FOOTING TYPE D" PER STD A77FA)
<br />-8" OTAM. STORM
<br />DRAIN OUTLET (TYP)
<br />RW
<br />METAL BEAM GUARD P4IL PER
<br />C4LTRANS SID A77A ACROSS
<br />CULVERT DECK (USE SPECIAL
<br />5z FOOTING TYPE D" PER STD A77%
<br />?B�
<br />To
<br />I8" DIAM. STORM
<br />D/N OUTLET (TYP)
<br />a
<br />e.. DITCH
<br />18" DAL HOLE TO DEPTH OF 4"
<br />BELOW SIDEWALK GRADE. POUR .-
<br />FOUNDATION WITH 5 SACK MIX. .<. 1/2• ANCHOR BOLTS - 18" LONG WITH
<br />• 3" OF THREAD EXPOSED ABOVE FTG
<br />PROVIDE 2 GALVANIZED NUTS AND
<br />FLAT WASHERS
<br />DECORATIVE STREETLIGHT
<br />NTS
<br />AP cl-InLII nFR_ o VARIES
<br />LO
<br />0.E m to 0.9 m
<br />. E1 —
<br />o[tl Uluck
<br />- O
<br />YOCr GJ K - e
<br />lul OII IaC ct'Al x
<br />J.1, ) 102 I vne
<br />eNCP'CB
<br />(IJ 10--l;
<br />vcc_1 t
<br />,
<br />leo x B”
<br />Ea9. of od 8 ^ M=c.,
<br />ane c- Gwea '.c - -opt b1,xR
<br />acr el der -w I
<br />Offset TOB of pi`s.' lro at :1.9 m 12'-Ifi'1 mi,
<br />caac if travch�G. a .
<br />N nqo Poln W<�y` -. Hing_ 2 m 1P -1:'I rWn 5Jx flIr fW II
<br />o '
<br />rN rR m _ 19f. mm v %JO nm
<br />Top of rail .0ij liv
<br />c
<br />N
<br />DETAIL A DETAIL B
<br />col rNSI��j
<br />N
<br />TYPICAL ROADWAY NARROW ROADWAY _Upe Pt Pm'eaZ. Lao..> Pay.a cn.La a'
<br />--. x o'Yset Ilrv_ .Y esJge
<br />INSTALLATION INSTALLATION eka yor —
<br />'31BJCer'Pnin-.
<br />SBe NOfP Sm H fB N%et fro of _ _ a
<br />POST EMBEDMENT
<br />r-�.elea Wr,r
<br />II I - I'`rr-E,hai:r�v,t sbD. r
<br />F mm >' 200 nm I64 mn n 2W mnl ( - C
<br />77a oCCk- and Elxk-.= , Z
<br />I
<br />Tof T, I 11 _= T 111 = �... P.ota'ni, Wall _ \\GIC Wd 1 I I.
<br />rrp
<br />s" Til „2oL1 mm
<br />LO
<br />8" CONCRETE FLUSH CURB
<br />NOT TO SCALE
<br />1 3" AC OVER 14" AB ��
<br />8" FLUSH CURB\\
<br />EP --,'DITCH
<br />ELECTROLIER
<br />� DITCH TOP
<br />10'
<br />PUE
<br />6" A.B. SHOULDER
<br />1 50'1 10'
<br />PUE
<br />T 4' 16' 16" 4' T
<br />—j 8X MU 2% 2% �'
<br />3" AC OVER 14" AB
<br />76"COMPACTED
<br />a
<br />J
<br />COBBLE -LINED 6" A.B. SHOULDER
<br />kAX
<br />TO 95%
<br />Y LL
<br />a
<br />RELATIVE COMPACTION
<br />6" AGGREGATE SUBGRADE COBBLE -LINED
<br />PRIMECOAT (TYP SWALE
<br />I
<br />95% RELATIVE COMPACTION
<br />95% RELATIVE COMPACTION ALL SECTIONS) RELATIVE COMPACTION
<br />S
<br />R
<br />8" CONCRETE /EDGE of in 2
<br />0 3
<br />ALL SECTIONS)
<br />STREET LAMP BY
<br />0
<br />FLUSH CURB SHOULDER 1;
<br />CONCORD A VE (SOUTH OF PLACENTA A VE)
<br />MTIQ E S
<br />iWIlOUE STREET LAMPS, INC"
<br />PLACENTA AVENUE (RURAL ROAD)
<br />CAT NOS Nri2F4X/17-CA/OG
<br />W3RNL6P/f/OC-5100/120-HSS-PECEa
<br />46
<br />Q
<br />Cc
<br />(STA 30+00 -
<br />(STA 10+00 - 35+80)
<br />�7V+00)
<br />WSRNL6P/F/DG-5100/120-HSS-PEC
<br />NOT TO SCALE
<br />OVERALL HEIGHT = 16'-4"
<br />NOT TO SCALE
<br />4' 2'
<br />ts
<br />PLAN
<br />SHOULDER
<br />PULLBOX (STD PLAN 140-3)
<br />WITH 1 1/2" PVC (SCHED 40)
<br />50"
<br />CONDUIT RISER - WHEN NECESSARY
<br />25' 25' 10'
<br />8" FLUSH CURB
<br />PUE
<br />_I
<br />5' ,. 4" ,. 16" 16' ,. 4' .2'.. 5 .. _
<br />a
<br />e.. DITCH
<br />18" DAL HOLE TO DEPTH OF 4"
<br />BELOW SIDEWALK GRADE. POUR .-
<br />FOUNDATION WITH 5 SACK MIX. .<. 1/2• ANCHOR BOLTS - 18" LONG WITH
<br />• 3" OF THREAD EXPOSED ABOVE FTG
<br />PROVIDE 2 GALVANIZED NUTS AND
<br />FLAT WASHERS
<br />DECORATIVE STREETLIGHT
<br />NTS
<br />AP cl-InLII nFR_ o VARIES
<br />LO
<br />0.E m to 0.9 m
<br />. E1 —
<br />o[tl Uluck
<br />- O
<br />YOCr GJ K - e
<br />lul OII IaC ct'Al x
<br />J.1, ) 102 I vne
<br />eNCP'CB
<br />(IJ 10--l;
<br />vcc_1 t
<br />,
<br />leo x B”
<br />Ea9. of od 8 ^ M=c.,
<br />ane c- Gwea '.c - -opt b1,xR
<br />acr el der -w I
<br />Offset TOB of pi`s.' lro at :1.9 m 12'-Ifi'1 mi,
<br />caac if travch�G. a .
<br />N nqo Poln W<�y` -. Hing_ 2 m 1P -1:'I rWn 5Jx flIr fW II
<br />o '
<br />rN rR m _ 19f. mm v %JO nm
<br />Top of rail .0ij liv
<br />c
<br />N
<br />DETAIL A DETAIL B
<br />col rNSI��j
<br />N
<br />TYPICAL ROADWAY NARROW ROADWAY _Upe Pt Pm'eaZ. Lao..> Pay.a cn.La a'
<br />--. x o'Yset Ilrv_ .Y esJge
<br />INSTALLATION INSTALLATION eka yor —
<br />'31BJCer'Pnin-.
<br />SBe NOfP Sm H fB N%et fro of _ _ a
<br />POST EMBEDMENT
<br />r-�.elea Wr,r
<br />II I - I'`rr-E,hai:r�v,t sbD. r
<br />F mm >' 200 nm I64 mn n 2W mnl ( - C
<br />77a oCCk- and Elxk-.= , Z
<br />I
<br />Tof T, I 11 _= T 111 = �... P.ota'ni, Wall _ \\GIC Wd 1 I I.
<br />rrp
<br />s" Til „2oL1 mm
<br />LO
<br />8" CONCRETE FLUSH CURB
<br />NOT TO SCALE
<br />1 3" AC OVER 14" AB ��
<br />8" FLUSH CURB\\
<br />7' 4' 12'11
<br />12 4' 7'
<br />o
<br />p
<br />a
<br />J
<br />COBBLE -LINED 6" A.B. SHOULDER
<br />kAX
<br />l
<br />Y LL
<br />a
<br />SWALE 6" AGGREGATE SUBGRADE PRIMECOAT (TYP COMPACTED TO 95%
<br />I
<br />95% RELATIVE COMPACTION ALL SECTIONS) RELATIVE COMPACTION
<br />S
<br />R
<br />0 3
<br />0
<br />v
<br />o =
<br />PLACENTA AVENUE (RURAL ROAD)
<br />46
<br />Q
<br />(STA 10+00 - 35+80)
<br />NOT TO SCALE
<br />ts
<br />25' 1 25"
<br />7' 4' 12'11
<br />12 4' 7'
<br />p
<br />8% IIUX
<br />2% 2%
<br />kAX
<br />COBBLE
<br />SWALE
<br />LINED- 6" AGGREGATE SUBGRADE 2 Yz AC OVER 11 -AB
<br />95% RELATIVE COMPAC77ON
<br />RURAL RESIDEN77AL
<br />PAYNEAVENUE
<br />NA YETTE A VENUE
<br />PLACENTA AVENUESTA 36+30 - 42+70
<br />CONCORD AVENUE (STA 10+00 - 29+00)
<br />NOT TO SCALE
<br />,.,1„VE
<br />SOIL (MIN 90% RELATIVE COMPACTION)
<br />EMERGENCY VEHICLEACCESS
<br />NOT TO SCALE
<br />� � E � M.tl da.. I •..i
<br />C l n Ane .. finM Ir1e v
<br />ye112 -
<br />C -C Mil l It MA m
<br />L va511s s - E_ E C E Is &W23 + W -9r r
<br />P Illi x lit) (I nm - T [, r.= E C' m Wel le wi,
<br />11T Lqq �• ••. •• D
<br />L 40 nm s M mm x I' mm e ."' FL::— — 6q1 u m r2 -':aa
<br />I60 mm i6 r 1"'a 61 PCC - V
<br />rna to] c, .Kist _A,_2 I'1m .16 ?-53mm F9'T sCCKet I- cO ete to reCelvB
<br />its snaom r I6vN ,m B iCo"i.8 itr �y-a 150 nm < 200 to 16^ x 31 x, 5 cr Place -4
<br />nnrl,- ., ns rrn}
<br />1 f / I IbCmms J mm Ib' % fl
<br />3 one I.YBr I/21 mlc<E1 aUG YrGy
<br />lose. l�aet VT
<br />Per D^sr P.f 1'MMII P'l.... nnn f,n :nnailn.}
<br />Cc 1x:1 nail txlysl'"mw uel. Poel 'D
<br />- u centered it c-rwrete fc7-sig.
<br />DDETAIL EE DETAIL F
<br />DETAIL C DETAIL D
<br />SPECIAL INSTALLATION AT
<br />POST FOOTINGS EARTH RETAINING WALLS
<br />W to a
<br />NOTES:S-A-C0f AL QAKS ON
<br />a
<br />�EPATRCNFLNTATI
<br />I. F„r aedrciona ins,dk:ru
<br />.-, details. see srala.ra Pb,A.ITTA mtl AiTAA. METAL BEAMAM TGUARD RAILING
<br />2. FrW Wdfi:,nn rletais of .aoa io, a,a docks. see STaw d is- A77r TYPICAL LINE POST
<br />s. W,B'. tto, aierala 6.,er, f,e trt-..r -t -e rail Ana the hnye Pe"t le lees tlla' n.E n I --%"I. Bee INSTALLATION
<br />the Froiect Pk for s,ecid tletale.
<br />4. Jx rPese Pmr tootn,s nA,-eilere stanan d eIlCe rl at roiirlo Poet . s o., in lb -a is A Ttew 'S- U,d °,-s for Ca151r on Of -Pa :rr"ts IX k Contain u if h bo
<br />.Tw1 a la -•aTictec [y alaer9'�u'c .a,.rete foci hes suer cA tccttq of vd s, rolurn„ a -c - Irn. of mosw nnlr hloomlvxw' S In o L 1 0 nr' "mol i _M Ipllac 5 o$2a
<br />tml d V., Blwm In the po. f tt ,rs 1 TCe eT , ry-essetl n ttrs
<br />S. !u dke M s £m ,0 r th ara 0 1a! i instClafiOnw ser �raT]ora inn A'!R. too t,,t. We 'w1 -e fs QiY BP✓JI Tr nt%(Y,Yp2CNe :ee 1M Cr MM'R o, tt'.
<br />LCairYiry of hL gdlcailaL
<br />NO sLALl FAA77FA
<br />EMBED COBBLES MIN
<br />INTO SWALE LINING
<br />COBBLELINING
<br />NOT TO SCALE
<br />COPYRIGHTO 2008 MCR ENGINEERING
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<br />21 SHEETS
<br />r
<br />p
<br />I{
<br />l
<br />Y LL
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<br />21 SHEETS
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