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:T7 <br />r No. REVISION DATE BY <br />is <br />BUILDER <br />BENCH MARK: BRASS CAP <br />75' EAST OF HW. 88 AT <br />BOTTOM OF •PAYLESS" <br />SIGN, STAMPED: <br />SXO MN -10.3 BM" <br />USC&GS DATUM <br />WIN CONSULTANT <br />2 <br />W <br />N <br />Z <br />NOTES: <br />1. AN street lighting and a <br />oppurtenonces Moll conform <br />to P.G.&E. Standards and ificauons.J 2 W i,$ <br />2• Street IIp.ytt�irrewd nlocations <br />shall be approvedAVERAGE7T�� 2 ps <br />PuiS.J. Co. Department of V a <br />3. Street lights Works.shall be energised Z ._. <br />' prior to County acceptance of ,�,� <br />the Improvements. Advance <br />orrongemerde shall be node 1J <br />R with P.O.kE. to eRMr install y� � <br />the street lights• or ogres to v' Z <br />accept them for operation and z <br />R/W maintenance under their LSI Q W 3 <br />rptesschedule after Installation. <br />I 2 id <br />4 1.5' 1'-}— 10' P.U.E. -�--•I W <br />MIN. � <br />SEE E * DISTANCE IS 1.0' <br />FACE OF AROUND CUL-DE-SAC NOTES: <br />CURB 1. Street Lighting designs not meeting the spacing <br />Irr.� rwarr:wl� .un guidelines per Standard Drowing R-34 shall be <br />rO l REcunFNTIA1 AND <br />designed to meet the above average maintained <br />footcandle for the appropriate street classification. <br />2. Lumens used to calculate the Average Maintained <br />s Ri Footcandle shall be 80% of the initial lumen value <br />rated by the lamp manufacturer. <br />W <br />2' 48' cB 4' 6' <br />MIN. MIN. MIN. <br />L CICA COMMERCIAL sun RURAL ROADS <br />INDUSTRIAL-- <br />e. wr • <br />.••• • STREET LIGHTINGM A STREET LIGHTING <br />r <br />POLES AND SYMBOLS DESIGN CRITERIA OWNER <br />•� r JLD �^ • JLD <br />w++r COUNTY OF SAN JOAWIN er JUNE 1997 s.rr r COUNTY OF SMI JOAQUIN ••i JUNE 1997 <br />er. NONE ewwrx w wwe NOW ewxr r r NONE W^moi w ^w'° wr fwti r R-33 <br />z <br />5 0- O <br />C) F-- U <br />Z z <br />LiJ <br />C� <br />O j o <br />O <br />C z <br />M <br />Sheet Contents <br />DETAIL SHEET <br />JOB NO. 0044 <br />DATE 5-2001 <br />DRAWN SM <br />CHECKED <br />Sheet Number <br />CD2 <br />6 OF 6 <br />1 1�!' SQUARE PATTERN <br />WIDTH <br />STREET ME t <br />TYPE <br />NORMAL <br />*SANITARY' OR � 1/8 RICH <br />MAINTENANCE <br />Rip -Rap swok <br />RNNR-OF-WAY <br />��• � 1 1/2" i - 3 HOLES <br />APPROPRIATE <br />(1 1/2' LETTERS) EQUALLY SPACED <br />MIT NO <br />FOOTCANDLE <br />Fena <br />Expressway <br />( <br />C <br />A <br />W. <br />.57 <br />.85 <br />W 4:1 max. <br />110' <br />A <br />•x � w O o • <br />.S4 <br />.eS <br />i <br />8!' <br />�2� <br />1 1 1 /4" QO O <br />a � 0* r <br />.38 <br />,gs <br />Cdledor <br />cz. <br />PRY HOLE 0 � ❑ 0 � <br />Industrial/ <br />80• <br />8. <br />0 � � 0 � � <br />.28 <br />.6S <br />15' Radius. <br />❑ ❑ ❑❑ ❑ <br />gyp' <br />5p' <br />A <br />� O O <br />.13 <br />.70 <br />Pedestrian Ione <br />- <br />SECTION A—A <br />0❑ <br />.17 <br />.70 <br />� <br />i <br />O O PICK HOLE <br />1 y r <br />~ K <br />3/4` <br />STEEL BAR ® 1/2` 1" <br />2}- r-1. 17/32' 1• .."- <br />• <br />min. <br />30' S-1/2' <br />—L <br />Erosion control <br />discharge <br />A <br />A <br />PLAN 1/8' PL'6'N SECTION C -C <br />pip. <br />See Std. Dwq. <br />SECTION B-8 Y7• <br />8' chain link fence <br />20 5 <br />S' <br />with plastic stats <br />' M_I�Q <br />-5URFACES <br />Rip -Rap Swale <br />NC <br />' <br />II 4:1 max. <br />I I <br />Double <br />1/!" <br />+1,/J2 <br />t32 <br />R� <br />�~ <br />Sidewalk <br />1/2* 4 RIBS O SIO SPACING <br />•�� 11 --opening iB'-I <br />NOTES: SECTION A—A <br />1. FRAME AND COVER SHALL � MANUFACTURED Of CASE IRON <br />Drain system �o1n r^0^hOle Size of basin and depth <br />CONFORMING TO ASTM A -48 -CLASS 30 <br />to b• determined by <br />� <br />L BE H520-44 RATED. <br />2. FRAME AND COVER SHALKVIVON <br />hydraulic calculation <br />3. FRAME SHALL WEIGH 140 LBS. MINIMUM; <br />COVER SHALL WEIGH 130 LBS. MINIMUM. <br />Manhole <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.WA. C203. <br />S. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST 9IT0 FRAME AND COVER. <br />TE <br />CWNTYVIIDE IMPROVEMENT STANDARDS <br />�A"TM °i $A" J0A01"" <br />man' <br />� e"•" <br />STANDARD <br />COMMUNITY <br />RETENTION BASIN <br />"'"'"'"' <br />A" 1010 '° <br />MAINTENANCE HOLE <br />FRAME AND COVER <br />°���^ `�� a,e <br />•—► JLD <br />IMPROVEMENT �_M3 <br />STANDARD N0. <br />errr <br />COUNTY OF SMI JaAouIN <br />JUNE 1997 <br />suwre. D-24 <br />.. NONE <br />rewxewwwwewe <br />0 <br />STREET <br />STREET ME t <br />TYPE <br />NORMAL <br />MAINTENANCE <br />CWSIFICATION <br />RNNR-OF-WAY <br />LIS1 SET <br />MIT NO <br />FOOTCANDLE <br />FACTOR <br />Expressway <br />110' <br />A <br />W. <br />.57 <br />.85 <br />Motor arterial <br />110' <br />A <br />30' <br />.S4 <br />.eS <br />Minor arterial <br />8!' <br />A <br />30' <br />.38 <br />,gs <br />Cdledor <br />Industrial/ <br />80• <br />A <br />30' <br />.28 <br />.6S <br />Commercial <br />Residential <br />5p' <br />A <br />3p' <br />.13 <br />.70 <br />Pedestrian Ione <br />- <br />A <br />30' <br />.17 <br />.70 <br />