ARTERIAL STREETS
136' - 18' 100' 18'
~ 50' 50' I Cl. I I I -
BOULEVARD I (MAJOR HIGHWAY CLASS I)
110' 15' 80' 15'
40' I 40' I Cl. I I -
BOULEVARD II (MAJOR HIGHWAY CLASS II)
100' - 15' 70' 15' 35' 35' I Cl. I I I
AVENUE I (SECONDARY HIGHWAY)
86' 15' 56' 15' 28' 28' - - I Cl. I I
AVENUE II (SECONDARY HIGHWAY)
72' 13' 46' 13' 23' 23' I Cl. I I I
AVENUE Ill (SECONDARY HIGHWAY)
DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING CITY OF LOS ANGELES STANDARD PLAN STANDARD STREET DIMENSIONS S-470-1 PREPARED SUBMITTED APPROVED SUPERSEDES REFERENCES · ~~~~ /0-Zo--t 5 D-22549 KITTY SIU, P.E. /0 13 DATE S-470-0 BUREAU OF ENGINEERING SAMARA ALI-AH AD, P.E. ENGINEER OF ESIGN BUREAU OF El"IGINEERING I0·2.. · \S CHECKED D RTMENT OF T DATE ~~ ~ fl JLJ4 I /1 - GE ERAL MANAGER RAFFI MASSABKI, P.E. VAULT INDEX NUMBER: B-4738 BUREAU OF ENGINEERING ::::REDD,PE (o~!TE I, ;?Zt.:t, ~-:ii_~ f~·l/·f5 DEPUTY CITY ENGINEER DIRECTOiOfPLANNIN(;<== DATE SHEET 1 OF 4 SHEETS NON-ARTERIAL STREETS HILLSIDE STREETS
It It 66' 50'
13' 40' 13' 5' 40' 5' 3' BERM ON PRIVATE PROPERTY 20' 20' ~. ·7 20' 20' I 2% I - 2% Ii.. ~ -MAX Ii.. ---MAX I I I • - I I J i-1' MIN
COLLECTOR STREET HILLSIDE COLLECTOR
It It 68' It 44' 10' 48' 10' 4' 36' 4' - - - - ~. 24' 24' ·7 18' 18' I ~ 2% I 2% Ii.. -MAX Ii.. MAX I I I I j I -1'MIN. _3·_· -i l""'j~. INDUSTRIAL COLLECTOR STREET 2' MIN . - I- ".'-r
HILLSIDE LOCAL
It 64' 10' 44' 10' 36' 22' 22' - 4' 28' 4' I ~. Ii.. ·7 14' 14' I I ~~~ 2% I MAX Ii.. MAX I I 3' -~.., ~j INDUSTRIAL LOCAL STREET J-1~MIN . 2'MIN. - ~~
HILLSIDE LIMITED STANDARD It It 60' 12' 36' 12' 18' 18' I Ii.. I - - I 10' MIN. VAR. 5' MIN. VAR. LOCAL STREET-STANDARD
PUBLIC STAIRWAY
CONSTRUCTED IN ACCORDANCE WITH 50' BUREAU OF ENGINEERING STANDARD PLANS 10' 30' 10' 15' 15' I Ii.. I I
LOCAL STREET - LIMITED
STANDARD PLAN NO. S-470-1 VAULT INDEX NUMBER B-4738 SHEET 2 OF 4 SHEETS OTHER PUBLIC RIGHTS-OF-WAY TRANSITIONAL EXTENSIONS
17' MIN. P.I. OF PL x R=25'
LJ P.I. OF PL
SHARED STREET 30X 150'
STANDARD FLARE SECTION 10' MIN (PLAN VIEW) VAR. 5'MIN
LJ ALLEYS
20' PEDESTRIAN WALKWAY 1 · · 1
t 20' 60' 26' OR L~----- 32' (W/ PARKING ON ONE SIDE) 10' 12' OR 4' 18' (W/ PARKING ON ONE SIDE) - - - ARTERIAL STREET ONE-WAY SERVICE ROAD STANDARD TURNING AREA (PLAN VIEW)
25'
34' OR 42' (WI PARKING ON ONE SIDE) 20'
10' 20'0R 4' 28' (W/ PARKING ON ONE SIDE)
30' I r- ARTERIAL STREET I Bl-DIRECTIONAL SERVICE ROAD 20' .1
MINIMUM TURNING AREA (PLAN VIEW)
D 20' 'L I · 1
~ ~~~ _J f ~~--"-----~· CUL-DE-SAC 20'
VARIABLE L Ii ~-110·1~~. 7~ -t /VARIABLE . 7. T ~, ~ w w STANDARD CUT CORNERS .....Jen .....Jen R=50' <( <( Cl'.'. Cl'.'. FOR 90° INTERSECTION <( <( R=50' > > (PLAN VIEW)
i------20• ______, REDWOOD MAY BE UNSYMMETRICAL HEADER OR (PLAN VIEW) JOIN EX CONCRETE NOTE: FOR FIRE TRUCK CLEARANCE, NO OBSTRUCTION TALLER STANDARD CROSS-SECTION AT~ THAN 6" SHALL BE PERMITTED WITHIN 3FT. OF THE CURB. (PLAN VIEW) ON-STREET PARKING SHALL BE PROHIBITED.
STANDARD PLAN NO. S-470-1 VAULT INDEX NUMBER B-4738 SHEET 3 OF 4 SHEETS NOTES
1. CITY COUNCIL MAY, BY ORDINANCE, ADOPT SPECIFIC STANDARDS FOR INDIVIDUAL STREETS THAT DIFFER FROM THESE OFFICIAL STANDARD STREET DIMENSIONS. COMMUNITY PLANS AND SPECIFIC PLANS SHOULD BE REVIEWED FOR FOOTNOTES, INSTRUCTIONS AND/OR MODIFIED STREET DIMENSIONS THAT WOULD REQUIRE STANDARDS DIFFERENT THAN THOSE INDICATED ON THIS STANDARD PLAN.
2. FOR ADDITIONAL GUIDANCE AS TO THE USE OF THE ROADWAY AND SIDEWALK AREA, PLEASE REFER TO THE COMPLETE STREET DESIGN GUIDE AND MANUALS.
3. FOR DISCRETIONARY PROJECTS REQUIRING ACTION FROM THE DEPARTMENT OF CITY PLANNING (PLANNING), PLANNING MAY INCLUDE SPECIFIC INFORMATION AS TO THE DESIGN AND UTILIZATION OF THE SIDEWALK AREA.
4. WHERE A DESIGNATED ARTERIAL CROSSES ANOTHER DESIGNATED ARTERIAL STREET AND THEN CHANGES IN DESIGNATION TO A STREET OF LESSER STANDARD WIDTH, THE ARTERIAL SHALL BE TAPERED IN A STANDARD FLARE SECTION ON BOTH SIDES, AS ON SHEET 3, TO MEET THE WIDTH OF LESSER DESIGNATION AND PROVIDE AN ORDERLY TRANSITION.
5. PRIVATE STREET DEVELOPMENT SHOULD CONFORM TO THE STANDARD PUBLIC STREET DIMENSIONS SHOWN ON THE SHEET, WHERE APPROPRIATE. VARIATIONS MAY BE APPROVED ON A CASE-BY-CASE BASIS BY THE CITY.
6. FIFTY-FOOT CURB RADII (INSTEAD OF THE STANDARD 35' CURB RADII) SHALL BE PROVIDED FOR CUL-DE-SACS IN INDUSTRIAL AREAS. SEE CUL-DE-SAC ILLUSTRATION FOR FURTHER DESIGN STANDARDS.
7. ALLEYS SHALL BE A MINIMUM OF 20' IN WIDTH AND INTERSECTIONS AND/OR DEAD-END TERMINUSES SHALL BE DESIGNED TO CONFORM TO THE ALLEY ILLUSTRATIONS INCLUDED HEREIN.
8. FOR INTERSECTIONS OF STREETS, THE FOLLOWING DEDICATIONS SHALL APPLY; A. INTERSECTIONS OF ARTERIAL STREETS WITH ANY OTHER STREET: 15' X 15' CUT CORNER OR 20' CURVED CORNER RADIUS. B. INTERSECTIONS ON NON-ARTERIAL AND/OR HILLSIDE STREETS: 10' X 10' CUT CORNER OR 15' CURVED CORNER RADIUS.
9. STREETS THAT ARE ACCOMPANIED BY A PARALLEL FRONTAGE AND/OR SERVICE ROAD ARE DEEMED TO MEET THE STREET STANDARDS SET FORTH HEREIN AND THE DEDICATION REQUIREMENT SHALL BE NO MORE THAN IS NECESSARY TO BRING THE ABUTTING SIDEWALK DIMENSION INTO COMPLIANCE WITH THE STREET STANDARD.
10. DUE TO THEIR UNIQUE CHARACTER AND DIMENSIONS ALL STREETS DESIGNATED AS DIVIDED ARE CONSIDERED TO HAVE MET THEIR STREET STANDARD AND THE DEDICATION SHALL BE NO MORE THAN IS NECESSARY TO BRING THE ABUTTING SIDEWALK DIMENSION COMPLIANT WITH THE STREET STANDARD.
11. THE DIMENSION OF ANY MEDIAN, DIVIDED STRIP AND/OR TRANSIT WAY SHALL BE INCLUDED WHEN DETERMINING THE RIGHT-OF-WAY DIMENSION.
12. THE LOCATION OF THE DRAINAGE GUTTER IS NOT RESTRICTED TO THE CENTER OF THE SHARED STREET AND CAN BE PLACED WHERE NECESSARY AS APPROVED BY THE CITY.
13. A SHARED STREET SHALL PROVIDE A DEDICATED PEDESTRIAN ACCESS ROUTE.
STANDARD PLAN NO. S-470-1 VAULT INDEX NUMBER B-4738 SHEET 4 OF 4 SHEETS