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TABLE OF MINIMUM STREET
CROSS SECTION WIDTHS SEE LEGEND, SHEET 2 OF 2, FOR NOTES 1YPE OF STREET R/W s p SH T ARTERIAL NO PARKING (1)5'7' . 8' 12' COLLECTOR ( 1)64'5' 7' 8' 12' LOCAL-RESIDENTIAL :S10 LOTS, THROUGH STREET OR NO PARKING 44' 5' 7' o·10· :,;25 LOTS, CUL-DE-SAC & LOOP PARKING, 50'5' 7' 6' 10' STREETS 1 SIDE PARKING, 56' 5' 7' 6' 10' BOTH SIDES > 1 1 LOTS & :S50 LOTS, -HROUGH NO PARKING 48' 5' 7' o·12' STREET OR PARKING, 50' 5' 7' 6' 1 o·>26 LOTS & s50 LOTS, CUL-DE-SAC 1 SIDE & LOOP STREETS PARKING, 56' 5' 7' 6' 1 o'BOTH SIDES >50 LOTS, s1 /2 MILE BE1WEEN STREET NO PARKING 48' 5' 7' o·12' INTERSECTIONS PARKING. 50' 5' 7' 6' 10' 1 SIDE PARKING, 56' 5' 7' 6' 1 o·BOTH SIDES
>50 LOTS, > 1 /2 MILE BETWEEN STREET NO PARKING 48' 5' 7' o·12' INTERSECTIONS 7' 6' PARKING, 50' 5' 10· 1 SIDE PARKING, 56' 5• 7' 6' 10· BOTH SIDES ·-LOCAL-COMMERCIAL PARKING, 64' 5• 7' 8' 12· --BOTH SIDES INDUSTRIAL-ALL TYPES PARKING, 68' 5• 7' 10· 12' BOTH SIDES
CITY OF CHICO STANDARD PLAN DRAWN BY: GL DATE: 1/05 NO. CHECKED BY: MJ SCALE: NO.NE TYPICAL CROSS-SECTION S-18A'-2/../--STREETS APPROVED: ;;;--DIRECTOR OF ENGINEERir::JG SHEET l OF 2
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.. -TABLE OF MINIMUM STREET CROSS SECTION WIDTHS SEE LEGEND, SHEET 2 OF 2, FOR NOTES
TYPE OF STREET A.C. A.B. CURB & GUTTER
ARTERIAL 3" s· VERTICAL
COLLECTOR 2· 6" VERTICAL
LOCAL-RESIDENTIAL
:s;50 LOTS 1 1/2" 4• ROLLED
>50 LOTS 2· 5• VERTICAL
LOCAL-COMMERCIAL 2· 6" VERTICAL
INDUSTRIAL-ALL lYPES 3• 8" VERTICAL
LEGEND AND NOTES:
T-TRAVELED WAY. ON OTHER THAN LOCAL STREETS, TRAFFIC VOLUME MAY DICTATE ADDITION OF A 14'MEDIAN AND/OR 12' LANES.
SH-SHOULDER. SHOULD A BIKE LANE BE REQUIRED, EITHER 1) PARKING WILL BE PROHIBITED WITH "SH"=5' OR 2) PARKING WILL BE RETAINED WITH "SH"=11'.
S-SIDEWALK. A 9.5' SIDEWALK WILL BE REQUIRED ON COMMERCIAL STREETS DESIGNATED BY THE
D.P.W. AS •PEDESTRIAN ORIENTED"
PSE-1 O' WIDE PUBLIC SERVICE EASEMENT.
R/W-RIGHT-OF-WAY. A CHANGE IN ''T" OR "SH" FROM THE VALUES GIVEN IN THE TABLE WILL REQUIRE A CORRESPONDING CHANGE IN "R/W".
SE-SLOPE EASEMENT. WIDTH TO BE AS REQUIRED BY THE D.P.W.
A.C. & A.B.-MINIMUM THICKNESS GIVEN. AN INCREASED THICKNESS WILL BE REQUIRED 1) IF NEEDED,BASED UPON D.P.W. TRAFFIC INDEX CALCULATION, OR 2) IF THE "R" VALUE OF THE SUBGRADE ISLESS THAN 25.
P-PARKWAY.
(1)-SHALL BE DETERMINED BY THE D.P.W. ON A CASE-BY-CASE BASIS.
ALLEYS-SEE STANDARD PLAN S-9
CITY OF CHICO
DRAWN BY: GL DATE: 1/05
CHECKED BY: MJ SCALE: NONE
APPROVED: � ';? � - �DIRECTOR OF ENGINEE'RlNG
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STANDARD PLAN
TYPICAL CROSS-SECTION
STREETS
EXIDBITW.
NO. S-18A
SHEET 2 OF 2