Loading...
HomeMy WebLinkAbout4806_CCv0001.pdf RESOLUTION NO. 4806 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO CHAPTER 67 OF THE REDLA.NDS ORDINANCE CODE Pursuant to studies made in accordance with Chapter 67 of the Redlands Ordinance 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. SECTION ONE: Pursuant to Section 40802 (b) of the California Vehicle Code the following highway has been studied and the following speed limits are hereby found most appropriate to facilitate the orderly movement of traffic and are reasonable and safe: HIGHWAY: Brookside Avenue Date of Study: September 6, 1991 Speed Limit as Follows: 35 MPH between San Mateo Street and Center Street 30 MPH between Center Street and Eureka Street 35 MPH between San Mateo Street and Lakeside Street ADOPTED, SIGNED AND APPROVED this 15th day of October , 1991. t Mayo"r of the City ,o Re ands ATTEST: Deputy city Clerk ENGINEERING, TRAFFIC AND SPEED SAFETY HIGHWAY UNDER SURVEY: Brookside Avenue AREA OF: Between Eureka St. and Lakeside Ave. DATE OF SURVEI: September 6, 1991 RECOMMENDATIONS: It is recommended, based on the facts of this survey, that Brookside Avenue between Eureka Street and Center Street remain posted for 30 MPH. The area of Brookside Avenue between Eureka Street and Center Street is currently posted for 30 MPH, Brookside Avenue is heavily traveled with a landscaped center divider in this area. There is one lane for traffic in each direction. The critical speed is 32 MPH with a pace speed of 22 to 32 MPH. The area meets the requirements of California Vehicle Code section 22352 (b) (1) (residential - business districts) for a 25 MPH zone, but the critical speed and a low accident picture (excluding intersections) indicated that a 30 MPH speed limit would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The area of Brookside Avenue between Center Street and Lakeside Avenue is heavily traveled. There is a landscaped center divider between Center Street and Tennessee Street. The critical speed is 36 MPH and the pace speed 28 to 38 MPH. The area meets the requirement of California Vehicle Code section 22352 (b) (1) (residential - business district) for a 25 MPH zone, but the critical and pace speeds plus a low accident picture (excluding intersections) indicate that a 35 MPH speed limit would facilitate the safe and orderly movement of traffic. This survey does not encompass that area of Brookside Avenue between Lakeside Avenue and Terracina Boulevard. It is recommended that Brookside Avenue between Eureka Street and Lakeside Avenue remain posted as follows: 1. For eastbound traffic; A. 35 MPH speed limit sign east of San Mateo Street on Brookside Avenue. B. 30 MPH speed limit sign east of Center Street on Brookside Avenue. Page 2 of 2 2. For westbound traffic: A. 30 MPH speed limit sign west of Eureka Street on Brookside Avenue. B. 35 MPH speed limit sign west of Center Street on Brookside Avenue. C. 35 MPH speed limit sign west of San Mateo Street on Brookside Avenue. James R. Bueermann, Lieutenant Survey reviewed by the Redlands Traffic Commission Chairman SPEED SURVEY • WORKSHEET # • HIGHWAY NAME. BETWEEN �• • nil, r r a • r ♦ ♦ •'� AND 3ANt- ,� .;t LkV DATE OF SURVEY %A 4( FILE NUMBER 1 DEVELOPMENTA ROADWAY WIDTH • STRIPEDNO. 017 LANES TYPE 01' DIVISION .STRIP TRAFFIC SIGNAL DATA ` 11 AVERAGE DAILY TRAFFIC OBSERVED SPEED - CRITICAL OJJS17RVED SPEED - PACE 2 2- • ExtsTING SIGNED ZONE 7�0 PROPOSED SPEED LIMIT 7 4C) ACCIDENT LEGEND r rfWwA�fwt►•-s•w��+:_tl-_�.a.i+�••ti7t.iiU■■!ftwa■i1iw►q►i■■PiAIff ..w.!■i�■■i!w!!■t■■!lwff:■a■■iiww■wi■w■■■.tlf!ffIwai■w■fii■l■wff■■■:rtflww■wiiwfi■ii■ifi■■iw9.w■.i■rlkGi■r�i■■i-e1i!1w■■.a■!■■■■M■■a■■■s#wwtwfw!■■■■l■i■■f■i■lr!w!aiwl■rawii■iiai■■■ilw!ffflw■■iiffffi■f■li■!ff■wtww■i■■i■i■i■■f■■...■■■■■■ii■■■a!!■■■■■wllflffw■■i■■■i■lwwiiwf.■..wwi■ii■li!■ila■■■s r=ff1wt■f■■t■ifi■ww■il.r:��iw■■�ari!■i:�.i:!:.•+i7falwiwwiiiiiil■iia!1t•■i!wsiiwiftl■i�ri■arl.ww■ri■ii!i■!aali■ilri■#iwwwi1w■■■l■■■!�n■■a■■ft...■■■a■a■■■a■!i/■a■i!f##wf1■i■■i■faa�f■■ar■wars►�M.'r*'r►.�►fr`:.4^�++l..iff!■#iw.■s■■iw■■■■iwuF'#i■##�#■■f■■■■i■■s■iw.jIww#■wf■■■!lf■■l■■w■s■■�!i!■w■f■■■■fi■!wa■w!i■,Ir' PROP. DAM. ONLY ♦ !#li!!iww■■a■!!ii■■i!!iw.w■■l■■w!■■!■■w■■...w■if'f■fii■wwiiwww1w■ill!■■..rl�wiiw!■aiii■i■■■w■i■aw1■iw1.■w!■M!■■ili■■t■i!■1#lwaiwl■■lif■■■i■■■f■■■r!riww■■■■l■w■■■ww■i■a■wry!i■ii■i■■■■wi■wa�w■l■■1r1wsifwwififiil■i■i■iiw■l■ii■■twl�ll■ii■■!w■■■Aw■■i■iiiwll■■■if■ilsriii1ku�■wii■i�i■w■l!■��■■i:w:T:.i.■!■f■wwfi■wf■■■s�riwfw■11i#i■iiii■l■i!w■l!!wr■■■!rwa■i■■ww!■■iw■■■■■ri■■■rar#f■fiiiwfs■!awi■fe■■i�r.r■ww!■i■■w■i■■■w■�■.�#wwaiw■■si■f■iii■f■iafw:rww��■ww■■h■■fie■■■was■■iws.■■w■■■iws■!■■ww■■i�:rfi■wffeiw■■■■iwi■■als"..,.wwww■wf!■ll■■■wii■iw■flw#w�w■�#w!s■llw■■■fi■■l■ws�■#iw■w!■a■ila!ww -vuc . • lfw !■il LET-■ :f ..w■i■■■■!l!■aa■■w■■Yww.wwfi�w■Sw■si■iwfi■■Aw■�i■!wiili.■■1■■■■■!■■R iIfi■wfil■�iww■■■■■fi■■A�ria■a■aww■i■■w�Iwi■!■iwIll!i■■■lfiiw.Iiwi■■■i■■i■R■i■w.�i■w■■■■■!■■■ww!■■#www■iw■Ii■■iii■■awf■i■lr��i!w.r■■■■■■■a■■■■■■!iR•�wiwf■■►■iil■■■�■a-�■■:.iiwwwii■!■l■■ww■auw■■■i■u�iw.iww!■i■iwl!!■iw■ii1li#��■ww!■fiifa■l■■wwiii�f#��w#■■t■1ww■i■■.w■■i�■sA■■■■■►"�■■■w�■.■■a■iw.�iw■■■■!ia■wii■iw■li iww�iw■l■i■iwial■wia■■fiw�www■■ii■wlll■■i■w■■wifwww!w�i■■wfil■■ww■■�■.w■■■l!awl■■■a■�■.■■■f!��iw■i■■A■!!.■■■i■iaa�.s�■swtN#■ii!ia■v ■i■.w!!'#�wwi■.w■A�1w.ri■■f■■.f��lf1I FATAL 1 9-m irw �wr•i■►#i.i.-�':.- - � � i■ l■psi■■a■■■■■■■■ii■■i ■■i■■iti■ii■ ■lit■i■ ■■■■■■�i■S■�■i■■ ■■■■■�■�■■■■■■ .n a rias. SPEED SURVEY coat?ICie a .' WORKSHE rT ,p� r HIGHWAY NAM%' Apra. �P7t Q Fiep BCTWEFN WI�aA9` F1 FTS R d° AND 5T DATE OF SURVEY ,�a 6 bstacak5lrie Avec, gess_ I'IT,E NUAt$EIt F q t us DEVELOPMENT p . F , e-ss �ZSI a - - T - Air. COMPtcx �o�NTeaL ROADWAY WIDTH -71 ` 1 50` NO. OF STRIPED LANES fZ - GJiTl-� TJ k. �-Akl L:: 7-W0 Fe3uR TYPE OF DIVISION STRIP Zit. n TRAFFIC SIGNAL DATA AAT J S7 AVERAGE DAILY TRAFFIC OBSERVED SPITED -_CRITICAL SR mP OBSERVED SPEED_ - PACE 3o zd �o tnP}I EXISTING SICNt:D `LONE �' S PROPOSED SPEED LIMIT ACCIDENT LEGEND 19$1T 1 IX PROP. I)AM. ONLY 19 NON-FATAL FATAL I gq RADAR SPEED SURVEY ;TREET: BROOKSIDE AVE. LOCATION: BUENA VISTA ST. )IRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30 )ATE: 08/27/91 TIME START: 1045 TIME END: 1059 ]EATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON IPH NUMBER OF VEHICLES # OF % OF VEHS TOTAL CUM 22 XXXXXXXXXXXX 12 9 .4 9 . 4 24 XXXXXXXXXXXXXXXXXX 18 14 . 2 23 . 6 26 XXXXXXXXXXXXXXXXXXXXX 21 16. 5 40. 2 28 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 20. 5 60. 6 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 22 . 8 83 .5 32 XXXXXXX 7 5. 5 89 . 0 34 XXXXXXXX 8 6. 3 95.3 36 XX 2 1. 6 96.9 38 XXX 3 2 .4 99 . 2 40 X 1 0. 8 100. 0 COTAL NUMBER OF VEHS: 127 =TICAL SPEED (85%) : 32 MPH ?ACE SPEED: 22 TO 32 MPH AVERAGE SPEED: 28 MPH MEDIAN SPEED: 31 MPH CERTIFICATION: LT. BUEERMANN DATE RADAR SPEED SURVEY STREET: BROOKSIDE AVE. LOCATION: ASH ST. DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35 DATE: 08/27/91 TIME START: 1103 TIME END: 1120 REATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON MPH NUMBER OF VEHICLES # OF OF % VEHS TOTAL CUM 20 XX 2 1.4 1.4 22 XX 2 1.4 2 .9 24 X 1 0.7 3. 6 26 XXX 3 2 . 1 5.7 28 XXXXXXXXXXXXXXXXX 17 12 . 1 17 . 9 30 XXXXXXXXXXXXXXXXXXXXX 21 15 . 0 32.9 32 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 18 . 6 51. 4 34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. . 34 24 . 3 75.7 36 XXXXXXXXXXXXXX 14 10. 0 85.7 38 XXXXXXXXX 9 6.4 92 . 1 40 XXXXXXX 7 5 . 0 97. 1 42 XXX 3 2 . 1 99 . 3 44 X 1 0.7 100. 0 TOTAL NUMBER OF VEHS: 140 CRITICAL SPEED (85m) : 36 MPH PACE SPEED: 28 TO 38 MPH AVERAGE SPEED: 32 MPH MEDIAN SPEED: 32 MPH CERTIFICATION: LT. BUEERMANN DATE RADAR SPEED SURVEY STREET: BROOKSIDE AVE. LOCATION: LAKESIDE ST. DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35 DATE: 08/27/91 TIME START: 1125 TIME END: 11.37 WEATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON MPH NUMBER OF VEHICLES # OF OF VEHS TOTAL CUM 22 X 1 1. 0 1.0 24 XXXX 4 3 .8 4 . 8 26 XXXXXX 6 5. 7 10. 5 28 XXXXXXXXXXXX 12 11. 4 21.9 30 XXXXXXXXXXXXXXXXXXXXXXXX 24 22 . 9 44 . 8 32 XXXXXXXXXXXXXXXXXXXXX 21 20. 0 64 . 8 34 XXXXXXXXXXXXXXXXX 17 16 . 2 81. 0 36 XXXXXXX 7 6..7 87 .6 38 XXXXX 5 4 . 8 92 .4 40 XXX 3 2 . 9 95 . 2 42 XX 2 1. 9 97 . 1 44 X 1 1. 0 96 . 1 46 X 1 1. 0 99 . 0 48 X 1 1. 0 100. 0 TOTAL NUMBER OF VEHS: 105 CRITICAL SPEED (85%) : 36 MPH PACE SPEED: 28 TO 38 MPH AVERAGE SPEED: 32 MPH MEDIAN SPEED: 35 MPH CERTIFICATION: LT. BUEERMANN DATE PAGE 1 MLLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DIR DIS. YEAR TYPEC. 380100344 ASH ST/BROOKSIDE AV E 88 INJURY 380201344 ASH ST/BROOKSIDE AV W 18 88 INJURY 380504195 ASH ST/BROOKSIDE AV E 180 88 PROPTY 380907455 ASH ST/BROOKSIDE AV W 14 88 INJURY 381210016 ASH ST/BROOKSIDE AV E 400 88 PROPTY 390100372 ASH ST/BROOKSIDE AV 89 INJURY 390706149 ASH ST/BROOkSIDE AV E 217 89 FATAL 300200870 ASH ST/BROOKSIDE AV 90 INJURY 300402609 ASH ST/BROOKSIDE AV E 30 90 PROPTY 300705248 ASH ST/BROOKSIDE AV 90 PROPTY 301109823 ASH ST/BROOKSIDE AV 90 PROPTY 310806705 ASH ST/BROOKSIDE AV 91 PROPTY 890807267 BARTON RD/BROOKSIDE AV/LAKESIDE AV W 153 89 PROPTY 900705905 BARTON RD/BROOKSIDE AV/LAKESIDE AV W 250 90 PROPTY 881210345 BROOKDALE DR/BROOKSIDE AV E 45 88 PROPTY 390200906 BROOKDALE DR/BROOKSIDE AV 89 PROPTY 890403265 BROOKDALE DR/BROOKSIDE AV 89 PROPTY 890504327 BROOKDALE DR/BROOKSIDE AV 89 PROPTY 890705941 BROOKDALE DR/BROOKSIDE AV E 5 89 PROPTY 891109859 BROOKDALE DR/BROOKSIDE AV 89 PROPTY 900604426 BROOKDALE DR/BROOKSIDE AV 90 INJURY 900806505 BROOKDALE DR/BROOKSIDE AV 90 PROPTY 910201738 BROOKDALE DR/BROOKSIDE AV W 20 91 INJURY 880402627 BROOKSIDE AV/BUENA VISTA ST 88 PROPTY 881109698 BROOKSIDE AV/BUENA VISTA ST 88 PROPTY 890100233 BROOKSIDE AV/BUENA VISTA ST W 180 89 PROPTY 900503911 BROOKSIDE AV/BUENA VISTA ST 90 INJURY 900907567 BROOKSIDE AV/BUENA VISTA ST W 125 90 PROPTY 901008750 BROOKSIDE AV/BUENA VISTA ST W 21 90 INJURY 910503834 BROOKSIDE AV/BUENA VISTA ST 91 PROPTY 910504164 BROOKSIDE AV/BUENA VISTA ST W 999 91 PROPTY 880201422 BROOKSIDE AV/CENTER ST 88 PROPTY 880201442 BROOKSIDE AV/CENTER ST W 45 88 INJURY 880201593 BROOKSIDE AV/CENTER ST 88 INJURY 880301767 BROOKSIDE AV/CENTER ST E 117 88 PROPTY 880403357 BROOKSIDE AV/CENTER ST 88 INJURY 880504138 BROOKSIDE AV/CENTER ST 88 INJURY 880705285 BROOKSIDE AV/CENTER ST 88 INJURY 880806189 BROOKSIDE AV/CENTER ST 88 PROPTY 880806800 BROOKSIDE AV/CENTER ST W 102 88 INJURY 881008628 BROOKSIDE AV/CENTER ST 88 INJURY 890100821 BROOKSIDE AV/CENTER ST E 200 89 PROPTY 890504695 BROOKSIDE AV/CENTER ST 89 INJURY ?AGE 2 MLLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DIR DIS. YEAR TYPEC. 391008887 BROOKSIDE AV/CENTER ST 89 PROPTY 391210840 BROOKSIDE AV/CENTER ST E 300 89 PROPTY 300402640 BROOKSIDE AV/CENTER ST 90 PROPTY 300403064 BROOKSIDE AV/CENTER ST 90 PROPTY 300705269 BROOKSIDE AV/CENTER ST 90 INJURY 300705291 BROOKSIDE AV/CENTER ST W 70 90 PROPTY 301008658 BROOKSIDE AV/CENTER ST E 300 90 INJURY 301008784 BROOKSIDE AV/CENTER ST 90 INJURY 301008874 BROOKSIDE AV/CENTER ST 90 INJURY 310403106 BROOKSIDE AV/CENTER ST 91 PROPTY 310403336 BROOKSIDE AV/CENTER ST 91 PROPTY 310504195 BROOKSIDE AV/CENTER ST E 260 91 PROPTY 381008253 BROOKSIDE AV/EUREKA ST 88 PROPTY 391109355 BROOKSIDE AV/EUREKA ST E 137 89 PROPTY )00200852 BROOKSIDE AV/EUREKA ST 90 PROPTY 300604808 BROOKSIDE AV/EUREKA ST 90 INJURY 300705342 BROOKSIDE AV/EUREKA ST W 75 90 PROPTY 301008300• BROOKSIDE AV/EUREKA ST W 90 INJURY 301309451 BROOKSIDE AV/EUREKA ST 90 PROPTY 301209961 BROOKSIDE AV/EUREKA ST W 100 90 PROPTY 310302128 BROOKSIDE AV/EUREKA ST 91 INJURY 310403085 BROOKSIDE AV/EUREKA ST 91 INJURY 310503812 BROOKSIDE AV/EUREKA ST 91 INJURY 890100108 BROOKSIDE AV/GRANT ST 89 INJURY 890301949 BROOKSIDE AV/GRANT ST 89 PROPTY 380100675 BROOKSIDE AV/HASTINGS ST E 534 88 INJURY 890302753 BROOKSIDE AV/HASTINGS ST E 422 89 INJURY 891110112 BROOKSIDE AV/HASTINGS ST E 468 89 INJURY 901008023 BROOKSIDE AV/HASTINGS ST 90 PROPTY 880705858 BROOKSIDE AV/KENDALL AV 88 PROPTY 891210201 BROOKSIDE AV/KENDALL AV 89 INJURY 900301831 BROOKSIDE AV/KENDALL AV 90 INJURY 900403178 BROOKSIDE AV/KENDALL AV 90 PROPTY 900604691 BROOKSIDE AV/KENDALL AV 90 INJURY 890302557 BROOKSIDE AV/LAKESIDE AV 89 INJURY 890605587 BROOKSIDE AV/LAKESIDE AV 89 PROPTY 890907832 BROOKSIDE AV/LAKESIDE AV 89 PROPTY 890908162 BROOKSIDE AV/LAKESIDE AV W 189 89 PROPTY 900100556 BROOKSIDE AV/LAKESIDE AV 90 INJURY 900201522 BROOKSIDE AV/LAKESIDE AV 90 PROPTY 'AGE 3 :OLLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DIR DIS. YEAR TYPEC. )00604509 BROOKSIDE AV/LAKESIDE AV 90 PROPTY )10302218 BROOKSIDE AV/LAKESIDE AV E 174 91 PROPTY )10705920 BROOKSIDE AV/LAKESIDE AV E 109 91 PROPTY )10706134 BROOKSIDE AV/LAKESIDE AV 91 PROPTY s 380604597 BROOKSIDE AV/PRICE ST E 200 88 PROPTY ;80705463 BROOKSIDE AV/PRICE ST E 219 88 INJURY )01109637 BROOKSIDE AV/PRICE ST E 51 90 PROPTY )10403122 BROOKSIDE AV/PRICE ST E 40 91 PROPTY 380201117 BROOKSIDE AV/SAN GORGONIO DR E 40 88 INJURY ;80705853 BROOKSIDE AV/SAN GORGONIO DR W 25 88 PROPTY ;80806493 BROOKSIDE AV/SAN GORGONIO DR 88 PROPTY ;80807036 BROOKSIDE AV/SAN GORGONIO DR 88 PROPTY )10201730 BROOKSIDE AV/SAN GORGONIO DR E 80 91 PROPTY 380100107 BROOKSIDE AV/SAN MATEO ST 88 PROPTY 380403150 BROOKSIDE AV/SAN MATEO ST 88 PROPTY 380604754 BROOKSIDE AV/SAN MATEO ST 88 INJURY 381109767 BROOKSIDE AV/SAN MATEO ST 88 PROPTY 381210701 BROOKSIDE AV/SAN MATEO ST 88 INJURY 390100168 BROOKSIDE AV/SAN MATEO ST 89 PROPTY 390605153 BROOKSIDE AV/SAN MATEO ST W 18 89 PROPTY 390807580 BROOKSIDE AV/SAN MATEO ST 89 PROPTY 390907969 BROOKSIDE AV/SAN MATEO ST 89 PROPTY 391109842 BROOKSIDE AV/SAN MATEO ST W 12 89 PROPTY 300100308 BROOKSIDE AV/SAN MATEO ST 90 PROPTY 300201282 BROOKSIDE AV/SAN MATEO ST 90 PROPTY 300201497 BROOKSIDE AV/SAN MATEO ST W 54 90 PROPTY 300503972 BROOKSIDE AV/SAN MATEO ST 90 PROPTY 300504008 BROOKSIDE AV/SAN MATEO ST 90 PROPTY 300605050 BROOKSIDE AV/SAN MATEO ST 90 PROPTY )00705452 BROOKSIDE AV/SAN MATEO ST 90 INJURY )00907177 BROOKSIDE AV/SAN MATEO ST E 50 90 PROPTY 301008221 BROOKSIDE AV/SAN MATEO ST 90 INJURY )01210473 BROOKSIDE AV/SAN MATEO ST 90 PROPTY 310100512 BROOKSIDE AV/SAN MATEO ST 91 PROPTY )10302184 BROOKSIDE AV/SAN MATEO ST 91 PROPTY 310302544 BROOKSIDE AV/SAN MATEO ST 91 PROPTY )10504033 BROOKSIDE AV/SAN MATEO ST 91 PROPTY 380604891 BROOKSIDE AV/TENNESSEE ST 88 PROPTY 381210201 BROOKSIDE AV/TENNESSEE ST W 280 88 PROPTY 390201294 BROOKSIDE AV/TENNESSEE ST W 89 INJURY 390403480 BROOKSIDE AV/TENNESSEE ST 89 PROPTY 300504309 BROOKSIDE AV/TENNESSEE ST W 186 90 PROPTY 310604870 BROOKSIDE AV/TENNESSEE ST 91 PROPTY ?AGE 4 'OLLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DIR DIS. YEAR TYPEC. )10705744 BROOKSIDE AV/TENNESSEE ST 91 PROPTY 390908456 BROOKSIDE AV/TERRACINA BL 89 INJURY )10100875 BROOKSIDE AV/TERRACINA BL 91 PROPTY k** L29 items listed.