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SIGN -STATE OF CALIF. <br />HWY. CODE W56 (24"X48") <br />N� <br />APPROVED <br />co I <br />U <br />R/W <br />DETAIL B - SIGN <br />NOT TO SCALE <br />25' — <br />4' 16' <br />STREET <br />I1 <br />PAMPY COURT <br />PRIMECOIAT TYPICAL SECTION <br />N. T. S. <br />STA. 0+39 TO 2+49 <br />INUM IS ON DII NO. 1.0.0 C"AWRINT <br />MI <br />4`X 4' REDWOOD <br />POST <br />DETAIL C- SIGN <br />NOT' TO SCALE <br />R/W <br />?V <br />16, <br />— <br />2 4 <br />—�{ ' <br />° <br />�_i R •i <br />N PRIMECOW <br />"R” VALUE=5 <br />O.V- <br />114BI:E- <br />T.I. = 3.5 <br />SECTION = 2"A.C. ,8" A.B. <br />i Dia. or Sq. <br />I 6„� Standard Frame and <br />Ii— Cover Assembly <br />A. C. / l / / v <br />o e 9f fm• <br />I e <br />A. B. P. C. C. :. e , <br />0 o d <br />I II 6” d <br />Survey Monument <br />Undisturbed p �„� x �� <br />Basement Soil a 30 Iron Pin With <br />�— Identification Marks <br />TYPICAL SECTION <br />i <br />is Raised Letter <br />SECTION A -A <br />SURVEY MONUMENT <br />FRAME 81 COVER ASSEMBLY <br />Cast Iron <br />LL) <br />Z STREET NAME & STOP SIGN <br />Q , - I" BEVEL CUT <br />J P"11117 11TOP HAM &III LEGEND �_ <br />30" or 36" _ 0 1 bxG DENSE STRUCTURAL GRADE <br />24" <br />alm pa - PAMPY COURT REDWOOD SURFACED FOUR SIDES <br />COVERED W/2 COATS WHITE <br />"EXTERIOR ALKYD RE519 HI GLO55 <br />M A I N ST N E;N;D ENAMCL" OVER COMPATIBLE. PRIMER. <br />100 E_ N SEE DETAIL A slag -carr <br />-�— , 1 Hwy Code <br />2" R (type �W W31 <br />rxw <br />TYPICAL STREET SIGN - M <br />MAIN 100 £ <br />INSTALL 36" <br />-snap SM G STOP x <br />PAINTWT <br />ED U <br />UNE 6 SMP o <br />1 101 <br />a <br />2" ID pipe <br />fV <br />TYPICAL STREET SIGN <br />INSTALLATION <br />_ = <br />NQTIA00 <br />NOTES: <br />THfRY00H <br />>�_SIGN-�TATE <br />- <br />L One street sign is requited <br />ed <br />Type MR <br />� - <br />STREET <br />a <br />N <br />... .t_I . � w <br />fV <br />;• <br />_ I <br />OF CALIF..: <br />from the Son Joaquin Canty Depart- <br />HWY. ODE W53 24'X 24") <br />SIGN -STATE OF CALIF. <br />nwnd of Pkn*ig and Building Inspection. <br />OR :AS REQUIRED BY <br />HWY. COOS "TYPE N -Y" <br />I <br />r ` . " <br />PUBLIC WORKS DEPT. <br />24" X 24" (REFLECTIVE <br />I I a <br />of STOP signs, when required. <br />YELLOW BACKGROUND) <br />I t <br />4 The length of the street sign varies <br />r- <br />1 / <br />due to the length of the street <br />a <br />name. <br />Edge of Pavement, <br />Back of Sidewalk <br />A <br />TYPE °B" <br />fsTOP b <br />Street MIME <br />Sign Location <br />0 <br />Q <br />4'X4' REDWOOD POST <br />N� <br />APPROVED <br />co I <br />U <br />R/W <br />DETAIL B - SIGN <br />NOT TO SCALE <br />25' — <br />4' 16' <br />STREET <br />I1 <br />PAMPY COURT <br />PRIMECOIAT TYPICAL SECTION <br />N. T. S. <br />STA. 0+39 TO 2+49 <br />INUM IS ON DII NO. 1.0.0 C"AWRINT <br />MI <br />4`X 4' REDWOOD <br />POST <br />DETAIL C- SIGN <br />NOT' TO SCALE <br />R/W <br />?V <br />16, <br />— <br />2 4 <br />—�{ ' <br />° <br />�_i R •i <br />N PRIMECOW <br />"R” VALUE=5 <br />O.V- <br />114BI:E- <br />T.I. = 3.5 <br />SECTION = 2"A.C. ,8" A.B. <br />i Dia. or Sq. <br />I 6„� Standard Frame and <br />Ii— Cover Assembly <br />A. C. / l / / v <br />o e 9f fm• <br />I e <br />A. B. P. C. C. :. e , <br />0 o d <br />I II 6” d <br />Survey Monument <br />Undisturbed p �„� x �� <br />Basement Soil a 30 Iron Pin With <br />�— Identification Marks <br />TYPICAL SECTION <br />i <br />is Raised Letter <br />SECTION A -A <br />SURVEY MONUMENT <br />FRAME 81 COVER ASSEMBLY <br />Cast Iron <br />LL) <br />Z STREET NAME & STOP SIGN <br />Q , - I" BEVEL CUT <br />J P"11117 11TOP HAM &III LEGEND �_ <br />30" or 36" _ 0 1 bxG DENSE STRUCTURAL GRADE <br />24" <br />alm pa - PAMPY COURT REDWOOD SURFACED FOUR SIDES <br />COVERED W/2 COATS WHITE <br />"EXTERIOR ALKYD RE519 HI GLO55 <br />M A I N ST N E;N;D ENAMCL" OVER COMPATIBLE. PRIMER. <br />100 E_ N SEE DETAIL A slag -carr <br />-�— , 1 Hwy Code <br />2" R (type �W W31 <br />rxw <br />TYPICAL STREET SIGN - M <br />MAIN 100 £ <br />INSTALL 36" <br />-snap SM G STOP x <br />PAINTWT <br />ED U <br />UNE 6 SMP o <br />1 101 <br />a <br />2" ID pipe <br />fV <br />TYPICAL STREET SIGN <br />INSTALLATION <br />i <br />STANDARD STREET <br />SIGN DETAILS <br />STREET SIGN POST <br />LOCATION DETAIL <br />DETAIL <br />•r�R;iCRt :�t?vF <br />o ? 1e.Oj <br />FLAT ST.az <br />EXLSTINIG GROUND � " <br />qb _ 35. . _ DL15T1NG GROIiNO <br />�LI 2QZ" <br />gg-I35.50 <br />-IE SWAE - IE L3 O. EXt5TING GFOU1ID(4) <br />FI.FI L OWI INE <br />F EL V: 9,3 Od"k3 r E SNALE (N) FE SWA = <br />+ M' '1D1RALNAGE POND BOTTOM <br />3 ad\i !ri 7 <br />e�•J m <br />W iii z y N <br />+ <br />Otoo I too 2t00 3+00 4 too <br />z <br />W <br />SCALE HORIZ. I" = 40' <br />VERT. I " = 2' <br />N <br />w <br />c <br />z z <br />W U <br />v <br />cr <br />rri N ai r" <br />N <br />I <br />5 j00 6+00 <br />phCE +& , <br />NO. 14,2.69 <br />cXPt R.E.S <br />3-31-84 <br />r�CIV14 <br />Street <br />R/W I R/W, <br />5 0' <br />s 25 — ► �+--.25"c <br />5' -I 4' 16' --+�+-- IS' —I41 51 <br />1 <br />0/0 <br />PR IAA ECOAT <br />40 <br />39 <br />38 <br />37 <br />36 <br />35 <br />34 <br />33 <br />4 •e.o • bt .4 a+s♦Or J1.d Von <br />PAMPY COURT <br />TYPICAL SECTION "R" VALUE = 5 <br />N.T.S. T. 1. = 315 <br />SECTION = 2 AC.,B A.B. <br />STA 2+49 TO 5+62.57 END PAVING <br />" <br />"AS BUILT" <br />19—APPROVED 19 REVISIONS JOB. NO. 2009 <br />NO. DESCRIPTION DATE BY @ WONG ENGINEERS, INC. DATE DECEMBER 1988 PAMPY COURT SHEET <br />PLANNING ENGINEERING • SURVEYING SCALE HORIZ I"=40' <br />R <br />u STOCKTON, CALIFORNIA SCALE VERT I = 2 <br />DRAWN zw PROFILE AND DETAIL of Two <br />R.C.E. NO. 14269 DESIGN WE <br />CHECK FILE <br />NOTES: <br />Sian -Calif Hwy <br />- <br />L One street sign is requited <br />ed <br />Type MR <br />of eocn intersection. <br />a <br />N <br />2 Block reirnbers are to be acquired <br />from the Son Joaquin Canty Depart- <br />nwnd of Pkn*ig and Building Inspection. <br />3. See improvement plans for location <br />of STOP signs, when required. <br />4 The length of the street sign varies <br />due to the length of the street <br />a <br />name. <br />Edge of Pavement, <br />Back of Sidewalk <br />or Back or Curb. <br />TYPE °B" <br />fsTOP b <br />Street MIME <br />Sign Location <br />i <br />STANDARD STREET <br />SIGN DETAILS <br />STREET SIGN POST <br />LOCATION DETAIL <br />DETAIL <br />•r�R;iCRt :�t?vF <br />o ? 1e.Oj <br />FLAT ST.az <br />EXLSTINIG GROUND � " <br />qb _ 35. . _ DL15T1NG GROIiNO <br />�LI 2QZ" <br />gg-I35.50 <br />-IE SWAE - IE L3 O. EXt5TING GFOU1ID(4) <br />FI.FI L OWI INE <br />F EL V: 9,3 Od"k3 r E SNALE (N) FE SWA = <br />+ M' '1D1RALNAGE POND BOTTOM <br />3 ad\i !ri 7 <br />e�•J m <br />W iii z y N <br />+ <br />Otoo I too 2t00 3+00 4 too <br />z <br />W <br />SCALE HORIZ. I" = 40' <br />VERT. I " = 2' <br />N <br />w <br />c <br />z z <br />W U <br />v <br />cr <br />rri N ai r" <br />N <br />I <br />5 j00 6+00 <br />phCE +& , <br />NO. 14,2.69 <br />cXPt R.E.S <br />3-31-84 <br />r�CIV14 <br />Street <br />R/W I R/W, <br />5 0' <br />s 25 — ► �+--.25"c <br />5' -I 4' 16' --+�+-- IS' —I41 51 <br />1 <br />0/0 <br />PR IAA ECOAT <br />40 <br />39 <br />38 <br />37 <br />36 <br />35 <br />34 <br />33 <br />4 •e.o • bt .4 a+s♦Or J1.d Von <br />PAMPY COURT <br />TYPICAL SECTION "R" VALUE = 5 <br />N.T.S. T. 1. = 315 <br />SECTION = 2 AC.,B A.B. <br />STA 2+49 TO 5+62.57 END PAVING <br />" <br />"AS BUILT" <br />19—APPROVED 19 REVISIONS JOB. NO. 2009 <br />NO. DESCRIPTION DATE BY @ WONG ENGINEERS, INC. DATE DECEMBER 1988 PAMPY COURT SHEET <br />PLANNING ENGINEERING • SURVEYING SCALE HORIZ I"=40' <br />R <br />u STOCKTON, CALIFORNIA SCALE VERT I = 2 <br />DRAWN zw PROFILE AND DETAIL of Two <br />R.C.E. NO. 14269 DESIGN WE <br />CHECK FILE <br />