EXHIBIT “1”
PROPOSED SPEED LIMITS
SPEED
STREET LIMITS EXISTING CRITICAL1(85%-TILE) PROPOSED
Auburndale Street River to Palos Verdes 25 24.9 25
Palos Verdes to Rincon 35 39.1 35
Auto Center Drive SR-91 to Railroad 35 44 35
Avenida Del Vista Yucca to Via Del Rio 35 38.5 35
Via Del Rio to Sixth 35 30.4 35
Buchanan Street Promenade to Wimbledon 40 38.4 40
Butterfield Drive Smith to Clearwater 40 39.5 40
Cajalco Road I-15 to Temescal Canyon 45 48.5 45
Temescal Canyon to City Limits 45 42.8 45
California Avenue Rimpau to Ontario 40 41.8 40
Ontario to Foothill 45 47.8 45
Foothill to Valencia 45 44.3 45
Chase Drive Mangular to Via Mazatlan 25 32.1 25
Main to Hudson 35 37.7 35
Tarocco to California 35 37.4 35
Compton Avenue Ontario to Pico 40 42.2 40
Corona Avenue Gise to Parkridge 35 39.5 35
Country Club River to Greenbriar 35 41.1 35
Cresta Road Parkridge to Termino 35 38.2 35
Termino to Promenade 30 33.8 30
Crown Ranch Road Cleveland to End 35 37.3 35
Gilbert Avenue Hidden Springs to Cleveland 35 41.4 35
Magnolia Avenue Main to Ontario 40 45.7 40
Ontario to Fullerton 40 43.7 40
Fullerton to I-15 FWY 40 43.8 40
I-15 FWY to Sixth 45 46.0 45
Main Street Upper to Mountain Gate 40 44.4 40
EXHIBIT “1”
PROPOSED SPEED LIMITS
(CONTINUED)
SPEED
STREET LIMITS EXISTING CRITICAL1(85%-TILE) PROPOSED
Mangular Avenue Ontario to Chase 35 41.1 35
Montoya Drive Main to Buena Vista 35 38.8 35
Buena Vista to Highgrove 35 37.8 35
Mountain Gate Drive Lincoln to Main 40 43.1 35
Norco Hills Hidden Valley to Parkview 50 49.1 50
Old Temescal Road Kingfisher to Fullerton 35 36.4 35
Fullerton to Rimpau 40 41.1 40
Rimpau to Compton 40 40.0 40
Palisades Drive Green River to Serfas Club 50 54.5 50
Santana Way Magnolia to Fullerton 35 39.1 35
Fullerton to Taber 35 37.4 35
Third Street W. Grand to E. Grand 30 38.0 30
Upper Drive Lemon Grove to Valencia 45 43.1 45
Via Pacifica Ontario to Border 40 42.0 40
Via Santiago Border to Avenida Del Vista 35 38.3 35
Vicentia Avenue Sixth to Second 30 34.7 30
NOTES:
1. The CRITICAL SPEED, or 85th percentile speed, is defined as that speed at or below which 85 percent of the traffic is moving. From experience, traffic engineers have found that this is one of the most reliable factors in determining appropriate speed limits. Hence, the accepted practice, and one which has been used in this case, is to set the speed limit at the nearest 5 MPH increment to the critical speed. When this procedure is used, it not only conforms to that required by the State but also provides a strong base for law enforcement personnel to properly enforce speed limits.