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MUTCD NUMBER NONE
<br />•----- F-61-o- E --- 0i .4 - E —►
<br />I
<br />- D
<br />e.
<br />CODE Sw42
<br />r I
<br />s 0 H I. _ T
<br />8 �
<br />' H
<br />ARROW DETAIL
<br />DIMENSIONS (INCHES)
<br />A
<br />aC
<br />fl E F 6
<br />H
<br />III
<br />1 MINIMUM 30
<br />1/2
<br />5/8 29 8 TIN 7 13/16 4 11/16
<br />1/2
<br />3 15/16
<br />STANDARD 35
<br />5/8
<br />713 34 3/4 8 - 9 3/8 5 5/a
<br />5/5
<br />4 3/4
<br />SMCAL 48
<br />3/4
<br />11/4 45 10 12112 71/2
<br />7/8
<br />61/4
<br />COLORS
<br />BORDER 8 ARROW - SLACK
<br />BACKGROUND • YELLOW (REFL)
<br />DOUBLE ARROW SIGN
<br />Backfill with materials equal to or
<br />baiter than the existing pavement
<br />In quality and thickness,
<br />/--Exlsting Pavement
<br />,p 6 Compact In le max. layers o
<br />�A M t r
<br />0 6 Min. o a min. relative aompactlon
<br />(TYF) - of 95%lunder pavement and M
<br />shoulders, and 90%
<br />outside shoulders.
<br />u
<br />8 kl.vcompoct
<br />t L-Compact In 24"max layers
<br />> to a minimum a.
<br />relative Compaction�aof 65O in 6" layers
<br />1 " to a minimum
<br />10' 0. D. 10 relative compaction 1 10" 0. D, tor'
<br />Min, Min Min. Min.
<br />0. D.+ 20" Min. of 90 Ni. f 0, D. 20" Min.
<br />' I -
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />1. NOTES, tive compaction of materials shall be tested by the Stale of California,
<br />Dept. of Transportation Testing Manual, test method No, California 216 or 231.
<br />2. All existing pavement shall be neally cut to line prior to trench excavation,
<br />3. Jelling or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4, When shown by soil composition and compaclibility, ninety percent (90 %)
<br />compaction may be used, when approved by the Director of Public Works.
<br />D2 TYPICAL TRENCH BACKFILL 3
<br />1
<br />12"
<br />Ola. or Sq. Standard Frame and
<br />• 6"-- Cover Assembly
<br />A.C.
<br />Q .. J � , ',.• ��: •fir-: � q• 4 •
<br />• '• P.C.C. a j A •"'•l[" ••,,-Q• .,v
<br />3 ii ° °
<br />AN Nb11r .�R'IF.Wti/ WN'VN \�.1"Y 1VIi V'14 '1.10• .'nl,lA,lyYl I. M.YIIW J•'Vi• r•IJ1'NN
<br />Survey Morxment
<br />Undisturbed
<br />easement Soil "� x 30" Iron Pin With
<br />Identification Marks
<br />TYPICAL SECTION
<br />Ar Raised Letters
<br />�. 12 r�
<br />' 1 �rrama
<br />Litt is
<br />J Holes i Xa Materials Cast Iran
<br />1 T
<br />1� N
<br />4. I (V
<br />4.
<br />6" Dlometer
<br />SECTION A -A
<br />SURVEY MONUMENT ASSEMBLY
<br />MUTCD NUMBER NONE
<br />1
<br />*--F E _41"j
<br />I
<br />- � D
<br />NOTE: Stan my be rotated either left or right.
<br />CODE Sw43
<br />f �
<br />f �+� H
<br />ARROW DETAIL
<br />DIMENSIONS (INCHES)
<br />A
<br />B
<br />C D E F G I
<br />H
<br />J
<br />MINIMUM30
<br />1/2
<br />5/3 29 a Itim 7 13n6 4 111161
<br />1/2
<br />3 75/16
<br />STANDARD 36
<br />s/a
<br />T/a 34 3/4 a 9 3/3 5 S/a
<br />5/8
<br />4 3/4,
<br />SPEICAL 43
<br />314
<br />1 1/4 45 10 121/2 71/2
<br />713
<br />5 1/4
<br />COLORS
<br />BORDER 3 ARROW - BLACK
<br />BACKGROUND - YELLOW (REFL)
<br />SINGLE ARROW SIGN
<br />W17
<br />Iz,
<br />PROPERTY LINE (r �+ 1 / i - 3' 24 /3 /
<br />FOG LINE `1
<br />-EDGE OF PAVEMENT
<br />/4L^. - �-� G---1�-- 40--- + STREET NAME SIGN
<br />3 00 — 2 h00 � CENTER LINE 1 i 00
<br />DOUBLE A i
<br />�►jW SIGN
<br />R-VALUE LOCATION �, �� rE.►K1�:��-►Yc,LYsp r3:� O. /7 .n c ovtra�rriro!�T'c0,��7Pc�x-ICo�• -B'f1iYs-?~ __ 5_
<br />uESTOP SIGN � / (Max l- lhTfR ' / i�".. ""r a• AA +- A• .II-a„L0,A.-4„_S__•a_./..:. a W+AYrw/M1
<br />.2oP.46 oveieX 7-1 285.49' 20' X 20' SNIPE /Z-/ fveLOT DIMENS N 953- d �6ls�
<br />/►tY,It•Ov X1
<br />, �--...._..._.._ +•«.ra. /t�/yy�I_
<br />y.
<br />36 36
<br />7`> / CA /_ S�CT/G/,/ 77 = d o rc��h'v� corraq�ction,
<br />* - 5d
<br />- I X 7-Y1-P/C,a,L 15EC rioAJ
<br />BUILDING PAD I jg
<br />ven e
<br />I! N
<br />I
<br />Lfl O
<br />0 73 ---- LOT NUMBER I� !I JI X
<br />so' - - = VARIES. = w TYP. SECTION THRU DALTON ROAD 7 TYP. SECTION THRU ELSIE AVENUE S STOP AHEAD SIGN
<br />/^ 0
<br />DRAINAGE SWALE
<br />'1 CONTOUR LINE f -
<br />r 5 T RErEN-nON
<br />AILS 5�E-- —
<br />5 305.23' / (0 X / +-� �+ �.. q * // .t _ ¢ ► _ 1
<br />�2.55
<br />�' .Scr1✓GUf
<br />EXISTING PAV !AE1+3'r � � X
<br />i ►'�% 8. % min //xolX
<br />cq
<br />l ✓ate/cis 590 /77Ax
<br />FF•NCE - I (— — -- 0 1 / — _ — I
<br />/71a
<br />c '� ti v ,� fiY/i��` r°° p ° • r I /��1Cri�� G 1Yi
<br />CENTER LINE ST-TIOt ING o o" . o o .y
<br />/ I
<br />WOW
<br />%5'�pJl. $
<br />41 sc�ryf 1tj
<br />tS �J7AX
<br />P-0 Iry
<br />T1 6-0 T/ ' �'� - -
<br />? =30
<br />TYPICAL LOT DETAIL
<br />01� TYP. SECTION —HENRY ROAD
<br />TYP. SECTION THRU LONE TREE ROAD 014e
<br />R1
<br />I _ 24". 30", or 36" B. inlet
<br />' MAIN Agoo E t
<br />� r t
<br />.4 _
<br />TYPICAL STREET SIGN
<br />r�
<br />MAIN 100 E
<br />`yr
<br />�r sib s�rn
<br />.'a
<br />V
<br />.,I
<br />ua
<br />2" ID pipe ! N!
<br />TYPICAL STREET SIGN
<br />INSTALLATION -
<br />NN OTEI;
<br />L One street sign is required
<br />at It= Intersection.
<br />2. Block mrnben are to bo oequksd
<br />from the Son Joaquin County Depart-
<br />ment of Platstirtg and Building Invitation.
<br />3- See Improvsment plans for location
<br />of STOP signs, when required.
<br />4. The length of the street sign voria
<br />due to the lsrlgth of the street
<br />name.
<br />Edge of Pavement,
<br />Back of Sidewalk
<br />"- or Back of Curb.
<br />Street/gip
<br />Sign Location
<br />� l
<br />Y
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />STANDARD STREET SIGN
<br />1
<br />36" x 36"
<br />S/ 3
<br />�1) STOP SIGN � (ID) TYPICAL LOT X-SECTION
<br />tir
<br />PRLNART crgszAw /J
<br />c"aol.loNs
<br />1 ,I. ',IUALI IO PVR�IL 9rRECr B nl CAwar IIG,T.aD
<br />VSI NC. POLE L.+ uG Sr.V.cE AOL
<br />///
<br />r O
<br />1 •Iv ,UB[r S••ALI RE 1Pw.ECIIn }O ,o,
<br />�POLLS S' `O.
<br />C%rORu TO SWI.
<br />�b 5"LL�IF UV[
<br />LEMCFMO
<br />No 145rA .w. Or EOu,PNEr,. S.NLL K •LAD[ 0M1
<br />PNE POLE] vLT„OU, SPE[IF,c APpgOWI OC ,. ♦E
<br />3 •-tceE WILL CO 17c cO w_c TION Of .zw
<br />x a
<br />y �.
<br />I
<br />c,ncuL
<br />c I..aoLtAOur,u co.IsrAucrlo.l s .� L .D 3...E
<br />- G W
<br />•.�
<br />rxKwm. ruc cEVER•LL oxuEn o .za
<br />+�
<br />//
<br />]ELdYDANY CRO!!� 4
<br />C 1I111tINA1RES IDP w
<br />'Z
<br />VI
<br />N_PS _TM BL7-iN FNOTO
<br />ELECTRrC CONTROLS
<br />yAl2I
<br />1t
<br />I
<br />S END
<br />W
<br />LIFT
<br />�'�;
<br />� It�1.11 I¢E 11'fg
<br />DIM. Loop
<br />9lrE TO lA9Lr "D
<br />INSTALL SY•r �M.
<br />BEE SLEET L-2 FOR
<br />!o PVC ErrTN r-ND
<br />lo. M CABLE AND _
<br />Q
<br />DETAILS OF BASE PLATE
<br />_
<br />�� • —__
<br />'
<br />-
<br />"�E �cT'o ~ NOTE:
<br />O `
<br />Arm FOUNDATION
<br />-
<br />__- [_ j =
<br />IN SEINICC BOX. NO ONE SMALL NSTALL
<br />^
<br />f�
<br />=
<br />\ 11
<br />�Ji I neAcr c-*4 L-
<br />_
<br />I
<br />I
<br />EGUPNENT ON POLE EXC.EFT
<br />rat [ POLE rijL OR AS SBSNATED BT
<br />OEr e � E-
<br />�
<br />�
<br />I "�j'IT9 fin+
<br />{
<br />lw I�r9 ttP / +y., \
<br />`T!Y �� r 1
<br />RRN RFMFORCEO rdNCRE TE
<br />sEn� BWU laic NO lND IsIV
<br />irM
<br />OF coN011CrW COILED IN
<br />SEItWE BOX, r°1B. r1ULL WME
<br />ca«eci1D1L 7
<br />OF CONDUCTOR mLEo IN
<br />xRWDE
<br />Q+yJ
<br />iR►OE
<br />Y
<br />MA E CORKCTgN
<br />coNN.re om
<br />3
<br />occur TO
<br />STREET LIGHT
<br />I/
<br />4-
<br />TYPICAL LOT X—SECTION
<br />1 Cp0/T
<br />Typical Public Street Light
<br />on 1`64E. Pole
<br />TYP. STREET LIGHT O�her�;
<br />/k
<br />•
<br />V
<br />z
<br />Q
<br />zl
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<br />w
<br />w
<br />w
<br />JULY, 1991
<br />1186-004.0
<br />N0 Scale
<br />12
<br />E - 1549
<br />
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