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HomeMy WebLinkAbout4729_CCv0001.pdf RESOLUTION NO. 4729 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUAr7T TO TITLE 10 OF THE REDLANDS MUNICIPAL CODE Pursuant to studies made under authority of Title 10 of the Redlands Municipal Code, and the presentation of information gained in such studies, the City Council hereby finds and determines that traffic conditions and the convenience of the public require that certain regulations are necessary and shall be established, pursuant to Title 10 of the Redlands Municipal Code, and the Traffic Engineer of the City of Redlands is hereby directed to perform such acts as are necessary to accomplish the following : SECTION ONE: Pursuant to Section 10 . 24 . 010 of the Redlands Municipal Code a traffic engineering investigation has been conducted for the following highway and the following speed limit is hereby found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe: HIGHWAY: Palo Alto Drive Date of Study: November 12 , 1990 Speed Limit as Follows: 30 miles per hour between Mirasol Drive and Sunset Drive ADOPTED, SIGNED AND APPROVED this 15th day of January, 1991 . (�Mayori o-kC ''ty'o- R _ lands iI ATTEST: City C erk 4K BALL SANK INDICATOR TEST _ PALO ALTO DRIVE FROM SUNSET DRIVE TO MIRASOL DRIVE Ball bank indicator tests were run on Palo Alto Drive between Sunset Drive and Mirasol Drive on November 12 , 1990. Following are the safe speeds determined at the various curves. Direction of Travel Curve East west #1 30 mph 27 mph #2 34 mph 33 mph #3 30 mph 30 mph #4 33 mph 33 mph Please refer to the map for curve locations. A 30 mph speed limit is recommended. RECOMMENDED MOTION. I move to recommend the Council adopt a 30 mph speed limit on Palo Alto Drive from Sunset Drive to Mirasol Drive. Figure 4-2 DETERMINATION OF • • 1 FROM BALL BANK INDICATOR READINGS /a ! Pp . Driver Observer - 91 k2 I Sta. 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Sight Dist. thru Curve: Approach Speed �y (Estimated or Observed): 0 20 1111 H F1 20 >, U) w 3 z 15 15 � Z v_ Liki'i LINE � 10 10 0 v - m _ !7 - 5 m 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOUR) m Figure 4-2 �- m DETERMINATION OF COMFORTABLE SPEED FROM .--, BALL BANK INDICATOR READINGS Driver Co Rte, PM Observer -- ��'► r�,�c=�- Vehicle 8 Y Sta. II4k To Iir�s.f Date 2v Direction E Weather G'lc�e� Type of Pavement: A C- Cond. of Pavement: 670jJ Min. Sight Dist. thru Curve: Approach Speed (Estimated or Observed): w CIO 20 _ 20 w - - b Z 15 MEN O LfN1T LfNE 10 10 v M v 5ITT ±1_ 1 Li 5 m 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOUR) fi 4 A Figure 4-2 m DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Ala .4A I).- Driver rDriver � Co. Fite. PM observer ! Su.�sef To Ivlirr + ' ��� Sta. Vehicle L✓ Direction Date Weather Type of Pavement: . a �1y Cond. of Pavement: � � (• Min. Sight Dist. thru Curve: Approach Speed to (Estimated or Observed): 47 Z 20 20 N - as Z 15- X 15 Z O A - LIMIT LINE 10 10 m - an 5 ILL 5 10 15 20 25 30 35 40 45 50 55 60 65 70 M +. r SPEED (MILES PER HOUR) � fi m Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM c BALL BANK INDICATOR READINGS Driver Co. Rte. PM Observer f..AA n1n, Vehicle �oY Sta. �u•+s C1 To 041"s.l Data ,,/ 40 Direction Weather 6!g a!/- Type of Pavement: 14 C Cond. of Pavement: Clip 6 Min. Sight Dist. thru Curve: Approach Speed (Estimated or Observed): �} Z 20 — 20 3 W - a z 15 X z v LIMIT LINE 10 NONE 10 0 a M 0 5 5 M 10 15 20 25 30 35 40 45 50 55 60 65 70 N SPEED (MILES PER HOUR) m n' Figure 4-2 a DETERMINATION OF COMFORTABLE SPEED FROM �----- BALL BANK INDICATOR READINGS Driver �' '�'`'' Co. Rte, PM Observer Sta. To � irwS• Vehicle . 416 XfDirection hf Date Weather �'��-'`�-''-- �� Type of Pavement: Cond. of Pavement: C-) Min. Sight Dist. thru Curve: Approach Speed estimated or Observed): Z 20 _ 20 � Vi ao Z 15 1 1 1 1 1 Z O LLLI f� L urr LINE 10 10 M IFII IH77IF -A: _LL I I 0 M fl 1-1 I I ILL_ Ifim 5 m 511 M 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOUR) 4 '1 Figure 4-2 m 3 DETERMINATION OF COMFORTABLE SPEED FROM m r BALL BANK INDICATOR READINGS ;Polo All Driver :J.© _ Co. Rte. PM Observer _L• La A*1 'r7-f,, Sta. To M��•s• Vehicle � �1 Direction Date Weather A Type of Pavement; Cond. of Pavement: ao Min. Sight Dist. thru Curve: Approach Speed CA (Estimated or Observed). Fj Z 20 20 > N A z 1515• X z v TtT LIMIT LIME o 10' 10 0 0 M 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOUR) -1 Ci Figur® 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS /PA/0 /A4 Driver �+'� Co. Rte. PM Observer � f L Sta. To r� li f Vehicle / - Data -12,-1,9 6 Direction Weather - Type of Pavement: 4 C- Cond. of Pavement. C0 Min. 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