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R/W L Street R/W <br />SO' <br />�+25' 25' <br />16' % I i S --- 2'r 5 J 2 <br />PW <br />Street <br />R/W R/W <br />—60'---- -- -- -_._.._ <br />— 30' <br />30,- <br />3'i <br />03i 5'1 2'r-- 20' 20'2 5' 3' <br />14x% lyzx� <br />TY� <br />SUBD�I�N STREET <br />24 W. or 39' �nl. <br />!I <br />MAIN loo <br />TYPICAL STREET SIGN <br />MAIN ST <br />� Street Sign <br />Location <br />1�1 ' <br />I I <br />Class "C" .I 1 - N <br />Concrete .; ; 1 <br />M <br />TYPICAL STREET SIGN <br />INSTALLATION <br />NOTE <br />I. One street sign is required <br />at each intersection. <br />2 Dimensions for dock numbers <br />ore for location of numbers <br />only. <br />Edge of Pavement, <br />Back of Sidewalk <br />or Bak of Curb. <br />i <br />STREET SIGN POST <br />LOCATION DETAIL <br />STANDARD STREET <br />SIGN DETAILS <br />•—W- Water line <br />NOTE: All radii 4 unless T$ - Sanitary Sewer line <br />otherwise noted <br />Depressed letter "W", "S'; or "G" in <br />curb to identify service locations <br />3'- O _----- --- -� , <br />Vertical Curb at Returns <br />1-J" Broom Finish l� <br />10'"R I' �Levsl Line <br />-xv � i _ N i -M• <br />r <br />1 � W <br />Dowels 05 or Dia. x 24spaced 12"o. c. <br />greased and wrapped one side through <br />every expansion joint. 611 <br />MONOLITHIC BEVEL TYPE <br />CURB 8 GUTTER <br />1�--- <br />---------- 7'-0" Min. <br />4'-0" Minimum ( Sidewalk) 12' - - 21 -0" Broom Finish <br />Broom Finish sewing �M. I 1 _ r At Returns <br />Slope n} per I' 3 r 1 -11- Level Line <br />=a + _ <br />T + T <br />N <br />6" 12"- <br />Dowels �5 or . die. x 24" spaced - <br />12" o. c., greased and wrapped <br />one side through every <br />expansion joint <br />MONOLITHIC BEVEL TYPE <br />CURB, GUTTER a SIDEWALK <br />NOTES: <br />I. Construct expansion joints (al 200' moximum and at returns, around light poles, <br />hydrants and other fixed objects at sidewalk. <br />2. Transverse weakened plane joints shall be constructed (Ql 12' maximum intervals. <br />CURB, GUTTER, & SIDEWALK <br />Minix <br />SUBDIVISION STREETS <br />12" <br />Dl.. or Sq. <br />„ Standard Frame and <br />B cover Assembly <br />777-M <br />A. C. ' <br />P. C. C. <br />A. B. , .I • 1 a . 0' o <br />a e a o <br />7:,Sturb*d <br />vey Monument <br />Basement Soil 'Y x 30" Non Pin With <br />Identificalion Marks <br />TYPICAL SECTION <br />/// <br />A SUR �A <br />R <br />ONU <br />Raised Letters <br />Cover Lift Frame <br />I ln� <br />Holes _e0. Ise TMaterial: Cast Iron <br />4. <br />e" <br />I Y• sM Diameter <br />SECTION A -A <br />SURVEY MONUMENT <br />FRAME 81 COVER ASSEMBLY <br />I Expansion <br />R/W <br />Score Line <br />(Typ) <br />/ P <br />P°jpe <br />y�0 <br />a <br />YSide <br />slope <br />1 1, pe, I <br />1 1 _ <br />i <br />I <br />PLAN <br />ECR <br />I <br />2 <br />_2"rodius <br />LIP DETAIL <br />J" Lip <br />joint <br />See Lip Detail <br />4 <br />R <br />p 3r e II <br />} 0 _i max <br />SECTION A -A <br />NOTES <br />I. Ramps shall be constructed with a heavy broom finish with the slope of the ramp. <br />2. For non-standard applications, maintain the following maximum slopes. <br />Maximum side slope 6 , I <br />Maximum romp slope 10 1 <br />WHEELCHAIR RAMP <br />PAVEMENT DESIGN CHART <br />STREET NAME <br />TRAFFIC <br />INDEX <br />SOIL <br />R -VALUE <br />ADJUSTED <br />R -VALUE <br />A. B. <br />THICKNESS <br />A, C. <br />THICKNESS <br />LIFT a <br />THICKNESS <br />AIBP FANO Wf�r <br />4.5 <br />ll <br />0.29 <br />O <br />20 <br />21j <br />A�nP� rto GOU �r <br />4.O <br />11 <br />D. 21 <br />O <br />2 11 <br />211 <br />GHIGKASAW WAY <br />4.0 <br />_ 71 <br />D. 2`I <br />O <br />2" <br />2" <br />�HIG�SAW G0111:T <br />4.0 <br />ll <br />0.29 <br />O <br />2" <br />2" <br />MDHIGAN GKIV` <br />4.0 <br />ll <br />0.21 <br />O <br />2" <br />2" <br />51i05f L9hE bf yt <br />4.0 <br />ll <br />0.29 <br />O <br />2" <br />21' <br />SN�wh1 wAY <br />4.0 ' <br />11 <br />0.29 <br />O <br />211 <br />2" <br />_ <br />LLI <br />I— <br />Z <br />Cr.1 <br />W <br />VARIES <br />ASPHALT CONCRETE PAVING <br />I1\` PRIME COAT MC -70 OR MC -25 AT 0.25 GAL/SQ.YD. <br />SOIL STERILIZER AGGREGATE BASE COMPACTED TO 95% RELATIVE (IF REQUIRED) <br />NATIVE SOIL COMPACTED TO 95% RELATIVE <br />ALL NEW JOINTS TO BE SEALED WITH RS -I TACK COAT AT <br />0.12 GAL/SQ.YD. <br />CROSS SECTION <br />NOTE: <br />I. PAVEMENT STRUCTURAL DESIGN SHALL BE BASED UPON "THE FLEXIBLE <br />PAVEMENT STRUCTURAL SECTION DESIGN GUIDE FOR CALIFORNIA CITIES <br />AND COUNTIES", AS MODIFIED IN CITY RESOLUTION NO. R5633. <br />2. CONSTRUCTION SHALL CONFORM WITH THE LATEST STANDARD SPECIFICATION <br />OF THE STATE OF CALIFORNIA. <br />ASPHALT CONCRETE SHALL BE TYPE"B" <br />AGGREGATE BASE SHALL BE CLASS"2" <br />3. BASE SHALL BE WATERED AND COMPACTED PURSUANT TO STATE SPECIFICATIONS EXCEPT -95% <br />TO 0.5 FEET BELOW FINISHED SUBGRADE-90%TO 2.5 FEET BELOW FINISHED SUBGRADE. <br />PAVEMENT DESiGN CHART <br />AND STREET CROSS SECTION <br />Rsfleator for -co lomw Now" <br />a <br />Code Type NR She b` x No <br />F- <br />U <br />Iva' <br />baht a rashers <br />at ind� <br />Q <br />Z <br />o <br />I <br />I I <br />I•. <br />� <br />I I <br />. I <br />I I •f <br />--) <br />w <br />W <br />Ref odars syaxnstrkwMy <br />U <br />i <br />placed Net 0.-C <br />W <br />Yxe seises Vadt <br />e'xd dunes <br />Douljs Fir "faced <br />structural grade <br />W <br />four $ides. <br />Redwood, treated <br />o <br />�y <br />LL <br />Hemlock or treated <br />Cr <br />Douglas Fir surfaced <br />tv <br />four Was. <br />(/� <br />" i <br />D <br />Q <br />Reflective Sign -Coif. Hwy. <br />Code W31, 30' Size' <br />Cenfor or '--•'--'- <br />TYPE IIAH <br />CENTER REFLECTOR <br />FOR TYPE IIA11 BARRICADE <br />NOTESL <br />L Barricades to bees wide as street R/W <br />2. Barricades to be poin6 whits using 2 <br />coats of 'Exterior Alkyd Resin Hi -Gloss <br />Emmnsl` over a compatible primer. <br />BARRICADES FOR <br />TERMINATING STREETS <br />11 I, <br />N;D <br />' Sign -Calif <br />Hwy Code <br />W31 <br />Sign -Calif Hwy I <br />Code Type NR <br />I U <br />TYPE „B,1 <br />tp CIVI( Fez. <br />z 5,714 <br />, <br />oFtA�, <br />SU5Ml''`'"ED 5 <br />W <br />a <br />F- <br />U <br />z <br />Q <br />Z <br />o <br />U_ <br />rA <br />U) <br />--) <br />J <br />W <br />U <br />Q <br />J <br />W <br />o <br />Q <br />V <br />W <br />Z <br />o <br />�y <br />LL <br />Q <br />Cr <br />NN <br />1.f.. <br />Q <br />0 <br />(/� <br />" i <br />D <br />Q <br />D <br />() <br />F_ <br />Z <br />a <br />U <br />_ <br />LLI <br />I— <br />Z <br />Cr.1 <br />W <br />e as <br />FJ O <br />O) <br />NN <br />III♦ <br />O <br />C N <br />CW <br />� w <br />7 2 <br />Bl• n res a <br />CLM f z <br />LO J j <br />Ca <br />Q W f <br />0 f8 <br />a <br />Q <br />U <br />W <br />a <br />C W <br />i_ a <br />C1 W W <br />H as <br />C - w <br />W Z <br />W U) <br />0 <br />z <br />W �= <br />W Z U <br />W <br />crH <br />cr <br />fn 3 <br />W <br />VZ <br />O W <br />U <br />� 3 <br />rn <br />a> <br />T <br />IM 13 <br />0 <br />