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HomeMy WebLinkAbout5898_CCv0001.pdf RESOLUTION NO. 5898 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT 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 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 (Engineering, Traffic and Speed Survey and Speed Survey Data sheets), attached hereto as Exhibit "A," and made a part thereof, has been conducted for the following highway and the following speed limits are hereby found most appropriate to facilitate the orderly movement of traffic and are reasonable and safe: Highway: Sunset Drive Date of Study: November 12, 1990 Speed Limits as follows: 30 m.p.h. between Vinton Way and Panorama Point. ADOPTED, SIGNED AND APPROVED THIS STH DAY OF JUNE, 2001. Mayor ATTEST: City erk EXHIBIT "A" ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Sunset Drive AREA OF: Between Vinton Way and Panorama Point DATE OF SURVEY: November 12, 1990 RECOMMENDATIONS: The Iast ball bank indicator test conducted on this section of Sunset Drive was on November 12, 1990. Since the survey, the street segment has not undergone any significant changes in geometry or surface condition. For this reason, the ball bank indicator test data of November 12, 1990 is still acceptable. In the area between Vinton Way and Panorama Point, ball bank indicator tests were run. Following is a list of the safe speeds determined for each curve: Curve Speed #1 30 m.p.h. #2 33 m.p.h. #3 35 m.p.h. #4 33 m.p.h. #5 33 m.p.h. #b 33 m.p.h. #7 31 m.p.h. #8 30 m.p.h. Please refer to the attached map for the location of each curve. Based upon these readings it is recommended the street be posted for 30 m.p.h. Based on the facts of this survey it is recommended that Sunset Drive between Vinton Way and Panorama Point be posted as a 30 m.p.h. zone. Engineering, Traffic and Speed Survey Commission Meeting of 05/24/01 Page 2 Prepared by: TOM T. FUJRVARA Assistant Public Wdd Director Reviewed by Traffic and Parking Commission: Signature Date a n Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM Suhut BALL BANK INDICATOR READINGS Ur '" Driver � Cu �P..,+ Co. Rte. PM Observern AnI �awaw« b�k. l Vehicle �a1� S10414 ` 1� _ To� �# Direction Dale Weather ('1Pa.�- Type of Pavement: L Cond. of Pavement: Coa Min. Sight Dist. thru Curve: Approach Speed fa (Estimated or Observed): z 20 20 y 15 - - - - - - - - - - - - - 15. 7C 041 --- - -- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �7 - - - - - - - - - LIMI r - - -_ - - -- - _ _ - - - - -LINE a-4 10 T to 0 - - - - - - - - - - - m 0_ _ - - - _ 5 23 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOUR) f -1 d n Figure 4-2 -Z DETERMINATION OF COMFORTABLE SPEED FROM d BALL BANK INDICATOR READINGS Svc rif 7)r. Driver — Co. Rio. PM Observer 1e !,a �4;�Plw hl� Sta. -- - ---T- ToMA8A-WAX. Vehicle Date •il /-�a Direction � Weather (.'�na,� Type of Pavement: 4 (- Cond. CCond. of Pavement: (.veld 2 Min. Sight Dist. lbru Curve: Approach Speed CA jEstimaled or Observed?: 20 20 D to - - - - - - - - - - -- - - - - - - - - - - - - - Z 15 A -- - - - - - - - - - - - - - Z C3 LIM Ir LINE -4 10 - - 10 0 510 15 20 25 30 35 40 45 50 55 60 65 70 uj v SPEED (MILES PER HOUR) ,;; w p Q Figure 4-2 a DETERMINATION OF COMFORTABLE SPEED FROM �- BALL BANK INDICATOR READINGS -'�x-4ns et 1�r. Driver %J• -o Co. file. PM Observer Sia. �sti6r1 To -RetraA"A �. Vehicle a L Dale 41 �0 Direction Weather ' tl t� Type of Pavement: 06. Cond. of Pavement: C0 aCr ��►.s.•C. Min. Sight Dist. thru Curve: �� G� IlekJ Approach Speed CA (Estimated or Observed): G) z 20 20 Cn - - - - - - - - - - - - - - - z 15 - - - - - - - - - - t5• PC - - - - - - - - - - - - - - - - - - - - - - - - x - - -- - - - - - - - - - - - - - - - - - - - - - - - - - n _ - _ - - - _ - - - - - - 40 - - - - - - - - - -LIQ ITLI E 10 10 - -r- - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i0 15 20 25 30 35 40 45 50 55 60 65 70 M SPEED (MILES PER HOUR) jr --1 A Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Suosei Dr Driver �HCl �'r^'� Co. Rio. PM ObS6Ner �� Sla. + To lqwf"� Vehicle Direction Date Weather Type of Pavement: AG Cond. of Pavement: -CIO 0J Min. Sight Dist. lhru Curve: Approach Speed 2i (Estimated or Observed): z 20 20 15 - - - - - - - - - 15• X - - - - - - - - - - - - - p 10 10 - - - - - - - -- --- - - - - - - - -- - - - - - - - - - - - - - - - - - m 5 - - - - - - - - - -- - - - - - - - - - - - - - -- -- - - - -- - 5 10 15 20 25 30 35 40 45 50 55 60 !65 70 SPEED (MILES PER HOUR) f -1 a n Figure 4-2 3 d DETERMINATION OF COMFORTABLE SPEED FROM C 01 C�� �� BALL BANK INDICATOR READINGS Sass# Z1✓ Driver Co. Fite. PM Observer C Fa A"Al# Vehicle d 7 Sta. lh� To Date J/ Z o Direction &I Weather_.... ^ L Type of Pavement: '1 f f�liy�S Cond. of Pavement: c-1oa Min. Sight Dist. thru Curve: Approach Speed an (Estimated or Observed): 20 20 to - - - - - - - - - - - - - - - - - - Z 15 - - - - - - - - - - - - - - - - - - - - - - - - n 10 Or 10 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 510 15 20 25 30 35 40 45 50 55 60 65 705 U3 SPEED (MILES PER HOUR) -1 a Figure 4-2 s DETERMINATION OF COMFORTABLE SPEED FROM a r BALL BANK INDICATOR READINGS 54...,g-44 -P Driver �- � Co. Rte. PM Observer �nJ Vehicle a L Sta. �� To Date Ib IL 0 Direction � Weather � G Type of Pavement: l Cond. of Pavement: ('10d C�t�rC tr Min. Sight Dist. thru Curve: Approach Speed CA (Estimated or Observed): 20 20 A CA 15 - - - 15- 7C - - - - - - - - - - - - - - - - O f0 . .. . . . - - - - - - - - - - IA111' Lt. 10 0 - - - - - - - - - - - - - - - o 5 - - - - - - - - - - - - - - - - - - - - - - - - 5 X11 10 15 20 25 30 35 40 45 50 55 60 65 70 ren SPEED (MILES PER HOUR) ' f q Figure 4-2 A DETERMINATION OF COMFORTABLE SP BALL BANK INDICATOR READINGS � 5th p Observer[ r Vehicle _ �n � Cn. .-- Rte. Plat----� Date /I x. id Sta. To , ,�fr�w,ren ' Weather ,._�� • Direction Type of Pavement: 14 C. Cond. of Pavement:______tr dD ►"� Min. Sight Dist. thru Dune,: --�_ APProach Speed Estimated or Observed). 20 � - - - - _ _ 20 AF W 15. ; 10 LIA# r LINE 10 0 5 1015 20 25 30 35 40 - - 45 SP 50 55 60 65 705 M SPEED (MILES PER HOUR) y r t• Flgure 4-2 DETERMINATION OF ^ , COMFORTABLE SPEED FROMDriver BALL SANK INDICATOR READNGSObserer. a� Jirw Vehicle J Z,- Co. --- Hie, Date PM --�_ Sta. � To 1�+'aalher_ ed„'�^'� Direction Type of Pavement: i L Cond of Pavement- C p 0 G {r( tL Min. Sight Dist. 1hru Curve: APProach Speed (Estimated or Observed): 20 Q - - _ - - - - - 20 A 15• ;! 10 11rr LINE'- �. - - - _ _ _ - - - - - _ - - - 1© - _ a 10 1520 25 30 - - - - - - 05 40 45 50 55 60 SPEED Mfg 65 705 ES PER HOUR) r - � �—�S.f la/aa■i +P Oa s sl a! io1 ii +ln:a1,1� aw■L.■, L r y l��• wr •• �� � w ■■F■C■r31 Ia, - ea�0■e.. •r:.L *Il:a *� r,• �3S1a 111 ���• r 1 a. i r a>�►• � w w s a rataraL e 1 xt �1t i� i w MT. 4S SL . 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