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11
<br />MAIN
<br />Yeitico/ Curb o/.Pi/&ms _
<br />/ �/pp';P Soft Brush Fin::h / Lay.'{
<br />�; Tiaws/ Fiiv/sh � �_LInc
<br />"•4ZZZ '
<br />O C�.r6 f�tt .ry e'+1 30 a°.d6' � �;p • : � b
<br />MAIN ST � • e � ti %
<br />• . . °' V • i 0 . D '
<br />100 ^ , > ^1
<br />Locol3Ao y
<br />Oowv/ .fbds
<br />spaced f2"ac f'
<br />TYPICAL STREET SIGN
<br />1•I'
<br />Coss "C'• °.f �• !. `H STREET SIGN POST
<br />LOCATION DETAIL
<br />Onv .rdnr/ siyn /s rayrvnd
<br />01 wxb inArrm•/aa
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />9
<br />4
<br />90' 30'
<br />3 }-- 2
<br />P
<br />AC A.s.6
<br />AB
<br />STREET NAME"
<br />R
<br />/W
<br />? '�
<br />VALUE
<br />*`
<br />T=•
<br />Q•C.
<br />A.B.
<br />A.S.B.
<br />MOSN�R VRI VA"
<br />tie0'
<br />SO
<br />f
<br />2"
<br />2 O
<br />"
<br />2'-
<br />COLC DRIV&
<br />60'
<br />So
<br />S.S
<br />2"
<br />6"
<br />to
<br />FRCES/A AVENUI
<br />410'
<br />5..O
<br />S.S-
<br />2"
<br />(0,
<br />6"
<br />CARNi'T AVL'NUC
<br />60'
<br />2-
<br />--
<br />3" 0
<br />2
<br />- —
<br />—3'-
<br />DOYLC COURT
<br />SO'
<br />SO
<br />j.S
<br />2"
<br />6`
<br />pi
<br />LARON COURT
<br />SO °
<br />22yi
<br />3' D
<br />Z"
<br />T
<br />p(
<br />•* VALLIKS 0Ar'4//VE,o FROM DV -PT, O/' P418,0C WORAS-
<br />kkf/ecrw Sign - Cv/i45mio ///
<br />Code W 3I Sari 30"X 30"-
<br />"ya/rvni{ed Ys//ow, Cenfersd On
<br />Ab//s C wvs*os Barricade
<br />f- /5' —•'i l
<br />END
<br />sr /Kt ynadl
<br />Lbcq/as 6//i soe*rod
<br />four sides
<br />BEVELED CURB 81 GUTTER
<br />SUBDIVISION STREETS
<br />B
<br />SECTION A -A
<br />STANDARD STORM DRAIN INLET
<br />REFLECTOR SICNs, CALIFORNIA HICHWAY CODE TYPE N, Cos/ /ion Fiovne vndCover'
<br />AFD 18"X 18", 3'" REFLECT093 OR REFLECTIVE SMEATHINC PinFeifO✓7 No ••//6d avegot;e/
<br />3' 6/NSTALL BOTH SIDES) Ty efffirx,sren✓GradC.
<br />or vnd
<br />Pivesrl ynrfviced cvrccraM�
<br />1�� _- �P.,.cvs/.a,vlvsic`•ro' _ ,: r=te" '"';
<br />•� ca�cii/s cotes �.,. �
<br />6osded wii/s /Trey/w er • . �'
<br />'�I' bo{/i ,•�fiiior or+deX/(rv�n '.'i
<br />s/iuc/uio/ yrode firs�co:frriir.Sr�corma�{..F .,. '
<br />.Fldwaod sr/r/ered ,b vie' ,osrr' L>•siy c/a 4'-O'" ��: 3
<br />/Our Sides. e/ass Ill, as ,-y,..vrvd ,e ::;• , .o
<br />o6rL:n Pre�ei erGre/!vA ;t Liwsf ;, `
<br />7 �.
<br />TYPE A
<br />No/es
<br />bioriieodes /o be as w/O6 es SOW/
<br />Bvri;cades /o Ee ,00in/ed gi//on• us;ny 1
<br />nb/s of Z'X/ir;or Alkyd Resin Hi -Gloss
<br />Erwomd "a•rr a comms/;b/i a-/�;onri
<br />BARRICADES FOR TERMINATING STREETS
<br />Cocr✓LG CONCRETE
<br />Bcocr �6Tq/L
<br />TYPICAL STORM SEWER MANHOLE
<br />ENGINEERING
<br />SURVEYING
<br />• ARCHITECTURE
<br />DATE DESCRIPTION BY A/PD Sacramento 32W i Street Sacran onto. Cautomia I
<br />San Andreas P O Boa 817 San Andrew, California
<br />e
<br />°tf,� � T/'P/C.4L SECT/ON TH.PV
<br />CAST GFC2V BEND TEE OUTLET DEAD END THRUST BCOCK
<br />r viQ
<br />a,: Nofss / All A."VSf b/enFs*�W// rx
<br />Thiusf �-,r Reinfa�iny Sall
<br />Z Thrus/ 6/oaF arinvnsions amore
<br />I -.-
<br />J1,
<br />cok'u/olid i1i allow o soi/ Lvor-
<br />/ny value of /GYID Lbs pi Sy F1
<br />17/77711
<br />I 611 an side
<br />.•�:° ; ; s - �
<br />44o"14 /Anis/
<br />Gas/ Iron oaf/ Sleeve ,.
<br />flub d F/orae Eirds 0+2` ;r -T PE/NFORC/NG DETAIL
<br />a
<br />o
<br />°
<br />v
<br />ELEYAT/ON
<br />T//RVST SOCK FQR_. P PAIAN—eN,r OFFS
<br />THRUST BLOCK DETAILS
<br />v c ... o..�
<br />. AIn. • _..- _ --_.- Min
<br />Relative Corrdaocfion -__-----_-_--
<br />ComPoef in 2'/oyeis
<br />fa o minimum of __--- —_
<br />/Pe/oti✓c �ornroocfion - _--_ _-- _ - -
<br />of60%
<br />— 0 -
<br />Tf/lp(1ST BLOL'f(
<br />/DOTES.
<br />/ .Pe%{.ve Compocfio.° o/'.r�/rNv.4
<br />shall ba tested by Sfote of
<br />Co/{ornio OGP{ o>r Pu�c' `Yor°Gs,
<br />Oivisior� oiyghwoys, Test .Method
<br />O
<br />D/Y/ENS/ONS
<br />F/TT/NGS
<br />A'B"
<br />4u
<br />2 O
<br />"
<br />2'-
<br />3-
<br />3 O
<br />2' 6"
<br />TEE O/TLET
<br />-
<br />3' 0'
<br />2' O"
<br />-- _
<br />OEAO ENO
<br />- _
<br />3'- O"
<br />—
<br />2'- O'
<br />B-L/NE
<br />22'°
<br />2O
<br />ZO"
<br />45'
<br />2-
<br />--
<br />3" 0
<br />-V.6"
<br />- —
<br />—3'-
<br />TEE OUTLET
<br />3 6
<br />0'
<br />DEAD ENO
<br />22yi
<br />3' D
<br />2 0
<br />45
<br />90° -
<br />5 6•
<br />4" O"
<br />4'---0"
<br />TEE OUTLET
<br />4O"
<br />DEAD END
<br />4,-0,
<br />4,-,g;
<br />le"L/NE
<br />22-e� -
<br />_3 0
<br />3 -0"
<br />-
<br />434
<br />6
<br />4'- 0"
<br />90
<br />8-0"
<br />4,-0"
<br />1
<br />O(/TLET
<br />3' 6" -
<br />4'-.-
<br />_1
<br />OEAO ENO
<br />5'- 6"
<br />4'-,T'
<br />Ale CallAernro P/6F
<br />al 2 A// errs/:ny Pavement shall be
<br />nro/r cu{ le f:�e 0"d' /a french
<br />erCodO�O/J
<br />3 No /elhny of roondiny sna// be
<br />Permiffsb' wi{fiin the stied
<br />riyh{ a{ .✓off'.
<br />0
<br />4 ° when shown 6y soi/ eevnparr�ar�
<br />and comPocfihi /ify, A/.nefy Pei
<br />cent (90R'J com�oc{ion mor 6.!
<br />used wfler� G�Proved 6y {ha
<br />TYPICAL TRENCH BACKFILL DETAIL
<br />SECTION A -A
<br />FIELD BOOK:
<br />Dr �/1�e1��-k DateG-� 7L
<br />ChLWW--KC6 Date /a -//-7/o SCALE:
<br />n n 1,17 AS SHOWN
<br />1274
<br />W O. 7505-05
<br />/Z"—
<br />,4,
<br />,
<br />S/ov�dar� Fioin� � Op
<br />�dCorci Asse,.�6/y 6"
<br />.4 C
<br />/ �. .Survey /1/Jav�umenf
<br />•ied Le{leisaiv r 30'%roil f7n with
<br />•/denfiiicorrori MonPs •.
<br />C Undrfuibed (To Be Ploced By Others
<br />Basemen/ ..Ser/
<br />TYPICAL SECTION
<br />'o/ castt'a� SURVEY MONUMENT
<br />FRAME and COVER ASSEMBLY
<br />(SEESHEE•T 6 FOR LOCATIONS)
<br />MOSHER MANOR
<br />STANDARD DETAIL S14CET
<br />TRACT me /030
<br />.
<br />O
<br />GAL✓. ANCHOR°°X /°JC 3=0" BARS WA -101O
<br />BOLTS fn//byASHEit.S TO %4'X/"X 3-0" BAR
<br />CROUT I To M. k TOP [ BOTTOM ON
<br />14 °' CENTERS
<br />CAL VANIZE AFTER
<br />FABRICATION
<br />MANHOLE BAR SCREEN
<br />N.T.S.
<br />33"
<br />O4 NAL
<br />GROUND
<br />I 0("
<br />3° 0* /Z "0. C.
<br />i
<br />G )//A!
<br />p • I CLA35 '.i3' CONC.
<br />pl
<br />6 lia 4-6"
<br />CONCRETE CAP DETAIL
<br />FOR EXISTING 21" S.D.
<br />NOTE:
<br />I. EXC4VA7/0N W/D7H W/LL BE A
<br />MAXIMUM OF 33".
<br />2. CLEAN LOW MAIT'RIA MON TRENCH
<br />BEFORE PLACING Or CONCRETE.
<br />S. CONCRETE dM4LL BE ALLOW49 TO MEW
<br />VAM47I4 BEFORE PLACING D4CRF/LL.
<br />BACKF/LL `^jNAT/Vi MATER/AL
<br />CUT OFF CASING
<br />NOM:�� F/l�!/SHED CRAMCONTRACTOR SHALL
<br />OBTAIN A SEPERATE 6 I
<br />P4'RM/T FROM THE SAN
<br />JMQU/N LOCAL NL'ALTH
<br />D/STR/CT, ENV/RONME'NT•pL `
<br />HCALTN 0/VIS/ON, PRIOR
<br />TO ABRF'ORM/NG TH/-f
<br />WORN
<br />Sn'
<br />w,Ett cos/NG
<br />CLASS B coIJCR,ETE WCL. CAP
<br />(No Aggregoie Grea►er Then
<br />.PLACE CLiAX SAND
<br />/N CASING
<br />ABANDON EXISTING
<br />WELL DETAIL
<br />N.T.S.
<br />COUNTY OF SAN JOAOUIN,CALIF.
<br />DEPARTMENT OF PUBLIC WORKS
<br />WILLIAM J. WARD R.C.E. 9398 i
<br />DIRECTOR OF PU LIC WORKS
<br />DATE
<br />SHEET
<br />OF.
<br />
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