HomeMy WebLinkAboutCity Std 108 R/W R/W
60'
10' 40' 10'
i 6' 8' 12' 12' 8' 6'
2' MIN i 2' MIN
��'� I I 0;•Q'�'
9+ %�29 ** 6" CURB AND GUTTER C PAVEMENT 2%
PER STD i 2� AND GUTTER
PER STD 200
0 SIDEWALK IDEWALK
PER STD 210 � n�v �v i v� i PER STD 210
I
COMPACTED SUBGRADE
BASE COURSE
TYPICAL SECTION
NOTES:
1.) THICKNESS OF PAVEMENT SECTION TO BE DETERMINED BY R VALUE TESTING PER CALTRANS DESIGN
METHOD TEST 301 WITH RECOMMENDED SAFETY FACTOR, MINIMUM 4" AC / 6" AB. AC SHALL BE
PLACED IN LIFTS, AND THICKNESS OF EACH LIFT SHALL NOT EXCEED 3".
2.) MINIMUM T.I. = 6.
3.) HALF WIDTH STREETS SHALL BE CONSTRUCTED TO A WIDTH OF 1/2 STREET WIDTH PLUS 12'.
4.) STRUCTURAL SECTION COMPACTION PER APPROVED PLANS OR MIN. CALTRANS STANDARDS.
** CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.0% MAX AS—BUILT)
APPROVED BY: QgOFESS/pyq! CITY O F LAKE E LS I N O R E
���''il/Vl9''� 7/ay°}l_ 9-24-2024 tiF����N HgB�O
CITY ENGINEER DATE w m
REMON HABIB No. 83156 A LOCAL STREET
REVISION BY: APPROVED DATE J9� CIVIC ��
OF CpI\E
STANDARD PLAN NO. 108 SHEET 1 OF 1