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i 6„ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 611 1 1/211 R=1/2•. I� -' �2 6 2 24 11 41 R=1/2" �. � 1 1/2116" 24" n4p R=1/2" 12" 24"R-1/2" 0o R=1/2" R=1/2" oAkR=6" REGISTERED CIVIL ENGINEER2" or Var p 8 2" or Var � � Et- ° ° p - ° ° _ ° p p _ p °, p ° R=12" o o. �No. C60254 p _p D. pD S/lS/UZ * Exp. 6-30-0 ° ° ° ° ° ° (D D. ° ° ° ° - ° ° p PLAN APP OVAL DATE S ° D D O 04 ° p. D D O D D P o D p D p p p QUINCY ENGINEERING, INC Cpl�1 A1 - R=1" - R=1 3247 Ramos Circle CA Al 8 � ° ° 13 Sacramento, CA 95827 - 2512 A2 - 6 TYPE A A2 - 8 TYPE E 9.. R=1/2" 5" 4" 33" Bridge sidewalk R=1/2" CURB AC DIKE 11 8p 1/ ° 33 °" 5- 1411-1- R ° S°p Ioo.Pea I�p 4R=1/2" 5" 24 3 1/2 7 24 2 o. p -p o o 2 QUANTITIES QUANTITIES R=1/2Face of curb U-) R-1/2. 2 N 1 1/2or Var � F2 or Var Finished TYPE CY PER LF TYPE CY PER LF /4 " - pDD ° p° D D 4 roadwa .N y A1-6 0.02585 A 0. 0135 surface A2-6 0.05903 B 0. 01034 ° D 00 ° o ° o ° *4 Longitudbinnal �*4 Dowel spaced 4' ° ° A1-8 0.03084 C 0. 0038 �.� R=1" min length 8" R=111 TYPE H A8 030 63 B4 B1 0.02930 E 0. TYPEB Superimposed on existing pavement ON BRIDGES B2 0.06171 F 0. 0066 o ES B3 0.01074 AC quantities based on 5/ cross slope Retaining curbs, 0.25' 0.25' CURBS 0 42 B4 0.05709 Var when necessary Var OFF o Var cut slope E 0.06661 Warp when Warp when -o needed needed R/W �T a) o - Fill and compact with excavated See note 9 a yp a material to top of dike Q) See Note 8 / ES 1.67' R=0.08' Join 8.33/ Max 8.33/ Max _ - T W - Join Rounded - 2'/. Max Level line See Note A 4 Front edge _�--- -- p D p ° R=0.08' 0.1 1/2 See note 8 D Level line _. t of sidewalk D p 10% Max TYPE A Var HIGH DIKE Straight 2 17' See Note A L (grade E Gutter grade ES - Var 0 45 y CSE Var cut slope ° 0.42' � � � 45 � � Normalsidewalk 0.25' Min Fill and compact with excavated TYPE D p MOUNTABLE DIKE material to top of dike a o� Compact AC against excavated face X Var PLAN Var X o See Note 8 Var X Var W Var X ; ES m Level lineZ0.421See Note A 1.00' See Depressed sidewalk Var R=0.08 F I Notes Rounded =2�Max `-- min 1/2:1 or steeper q:1 4 and Sidewalk --- o TYPE B R=0.08 0.33' y 5 -- D �T HIGH DIKE 10/ Max --- �� 1.33' See Note A 0.33' Level line LVar Gutter rade Shoulder Level line Gutter grade Bottom of curb g Var 0'17' TYPE E ES ELEVATION Curb face _� Depress entire sidewalk � ' MOUNTABLE DIKE 0.17' 0.3310.17' SECTIONS See Note A Surfacing 3' o � DRIVEWAYS -E C _ � NOTES T 0 W DIKE Level line See Note A Var 1. Case A normally applies. 7. Difference in slope of the driveway ramp and the slope TYPE F ASPHALT CONCRETE DIKES 2. Use Case B when ramp slopes would exceed 10/ in Case A. of a line between the gutter and a point on the roadway USE UNDER MBGR 3. Use Case B when sidewalk cross slope would exceed 2/ in 5 feet from gutter line shall not exceed 15/. Reduce NOTE A - Extend top layer of AC placed on the Case A. driveway ramp slope, not gutter slope, where required. shoulder under dike with no joint at the ES 4. X=3'-0" except for curb heights over 10" where 4:1 8. Minimum width of clear passage shall be 48". Where slopes shall be used on curb slope. right of way restrictions, natural barriers or other existing STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 5. X is variable when sidewalk is located where wheelchairs conditions create an unreasonable hardship, the clear width may traverse the surface. Slopes shall be 8.33/ maximum. may be reduced to 36". CURBS DIKES AND DRIVEWAYS r?� 6. Sidewalk and ramp thickness "T" at driveway shall be 9. Retaining curbs and acquisition of construction easement 10. This plan has been converted from Caltrans Metric standards - ✓ 4" for residential and 6" for commercial. may be necessary for narrow sidewalks or curb heights in dated July 1, 1999 to English units by Quincy Engineering Inc. NO SCALE excess of 6". STANDARD PLAN A87