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Home My WebLink About4662_CCv0001.pdf RESOLUTION NO. 4662 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF OF THE REDLANDS MUNICIPAL CODE Pursuant to studies made in accordance with 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. SECTION ONE: Pursuant to Chapter 10 .24 of the Redlands Municipal Code and Sections 40802 (b) , 22352, 22354, 22357 , and 22358 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: Colton Avenue Date of Study: April 4, 1990 Speed Limits as Follows: 30 MPH between Redlands Boulevard and Grove Street 35 MPH between Grove Street and Dearborn Street 35 MPH between Dearborn Street and Wabash Avenue ADOPTED, SIGNED AND APPROVED this 19th day of ,lune, 1990 . `Mayo of e y Redlands ATTEST: _. C E ity Jerk I, Lorrie Poyzer, City Clerk of the City of Redlands, hereby certify that the foregoing resolution was duly adopted by the City Council at a regular meeting thereof held on the 19th day of June, 1990 , by the following vote: AYES: Councilmembers Beswick, Cunningham, Larson, Milson; Mayor DeMirjyn NOES: None ABSENT: None City C erk ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Colton Avenue AREA BETWEEN: Redlands Blvd. and Wabash Ave. DATE OF SURVEY: April 4 , 1990 FACTS AND RECOMMENDATION: Based upon the facts of this survey it is recommended that Colton Avenue between Redlands Blvd. and Sixth Street be posted for 30 MPH. The area meets the requirements of 22352 (b-1) CVC (Business District) for a 25 MPH zone. The observed critical speeds were; 30 MPH at Industrial Park Ave. (pace 24 to 34) , 32 MPH at Texas Street (pace 24 to 34) . Taking the above facts into consideration a speed limit of 30 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The area between Sixth Street and Church Street should be pasted at 30 MPH. This area has six intersections, five being "T" type intersections controlled by stop signs on the intersecting roadways. There is no access to Colton Ave. on the south side of the roadway. The observed critical speed at Tribune St. was 32 MPH (pace 24 to 34) . Taking the above facts into consideration a speed limit of 30 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The area between Church Street and Grove Street should remain posted for 30 MPH. The area between Church Street and University Street qualifies under 22352 (b-1) (residential district) for a 25 MPH zone. The roadway is 47 feet wide and there are six intersections, all of which are controlled by stop signs on the intersecting roadways. The observed critical speed was 34 MPH at University Street (pace 26 to 36, average 29) . There is an elementary school located along the south side of Colton Avenue between Berklcy Drive and Division Street. This area qualifies under 22352 (b-2) for a 25 MPH zone when school children are present. The University of Redlands is located along both sides of Colton Avenue between University Street and Grove Street. There is no parking allowed on either side of the roadway for most of the block and the area shows a low accident rate. Taking the above facts into consideration a speed limit of 30 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. A speed limit of 25 MPH when children are present would be appropriate for the school zone between Church Street and Occidental Drive. The area between Grove Street and Dearborn Street should remain posted for 35 MPH. The area qualifies under 22352 (b-2) (residential area) for a 25 MPH zone. The roadway is 44 feet wide from Grove Street to Judson Street and then widens to 63 feet. The area shows a low accident rate. The critical speed is 34 MPH at Grove Street (pace 26 to 36) and 38 MPH at Judson Street (pace 28 to 38) . Taking the above facts into consideration a speed limit of 35 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The area between Dearborn Street and Wabash Avenue has experienced considerable growth. It is made up of primarily residential structures with access onto Colton Avenue. The critical speed at Kensington Street is 35 MPH (pace 28 to 38, average 32) . Taking the above facts into consideration a speed limit of 35 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. It is recommended that the roadway be posted as follows: I. Post 30 MPH signs for Eastbound traffic a) Just east of Redlands Blvd. b) Just east of Tennessee Street C) Just east of Texas Street d) Just east of Orange Street e) Just east of University Street f) Just east of Church Street II. Post 30 MPH signs for Westbound traffic a) Just west of Grove Street b) Just west of University Street C) Just west of Church Street d) Just west of Orange Street e) Just west of Texas Street f) Just west of Tennessee Street III. Post 35 MPH signs for Eastbound traffic a) Just east of Grove Street b) ) Just east of Judson Street IV. Post 35 MPH signs for Westbound traffic a) Just west of Dearborn Street b) Just west of Judson Street V. Post 35 MPH signs for Eastbound traffic a) Just east of Dearborn Street. VI . Post 35 MPH signs for Westbound traffic a) Just west of Wabash Street Ll'. JR. Bueermann Re ands Police Department Reviewed by the Redlands Traffic Commission 1-41 Chairman Date IA W01 SPEED SURVEY WORKSHEET # Na p,��.... ! F tro(t r � HIGHWAY NAME BETWEEN i`¢ r r ... AND DATE OF SURVEY f`_ r FILE NUMBER DEVELOPMENT ROAD14AY WIDTHNO. OF STRIPED LANES TYPE OF DIVISION STRIP - ----- __ r<. - TRAFFIC SIGNAL DATA 4 'Alof ---- ---` - - AVERAGE DAILY TRAFFIC - - OBSERVED SPEED - CRITICAL -- - �o OBSERVED SPEED - PACE Alt - EXISTING SIGNED ZONE - - --------. - —__ PROPOSED SPEED LIMIT r ------_----_.-___ .. _._..x , ACCIDENT ; ( t LEGEND 7 9- t I J c PROP. DAPI. ONLY i T 1 �NON-FATAL � t FATAL Ig SPEED SURVEY Nor h WORKSHEET # 0, A 1 1-7 HIGHWAY NAME BETWEEN AND 0 DATE OF SURVEY E5,r,*,j egrS FILE NUMBER DEVELOPMENT c r ROADWAY WIDTH NO. OF STRIPED LANES 0 TYPE OF DIVISION STRIP TRAFFIC SIGNAL DATA 3 AVERAGE DAILY TRAFFIC 7 OBSERVED SPEED - CRITICAL OBSERVED SPEED - PACE EXISTING SIGNED ZONE PROPOSED SPEED LIMIT ACCIDENT LEGEND 19 PROP. DAM. ONLY 19 NON-FATAL FATAL tyi SPEED SURVEY ; n WORKSHEET # + Nor h }n � 8 ra R�sr eiWcsf �ESiD�rrcEs fn rn RESIN "C5 mE51T�k1kCf5 p { A HIGHWAY NAME f �� nBETWEEN RES, . l "1 ! ??VAS EM �:-�¢ AND uzsc� "�"! _ rn j o I�ESiAe , rn DATE OF SURVEY "k FILE DUMBER -1 .._ .._... _ J fiM ? CJs`I of REDLANZ - DEVELOPMENT ENCS - T ROADWAY WIDTH NO. OF STRIPED LANES TA n - TYPE OF DIVISION STRIP TRAFFIC SIGNAL DATA AVERAGE DAILY TRAFFIC __ . OBSERVED SPEED - CRITICAL _ q k OBSERVED SPEED - -PACE ----� �` EXISTING STONED ZONE �-.. _- --...__-._ ..--- � t1`=i�tfi _.. -M ~- m I'ROPOSLD SPEED LI 'fIT �s fates No C1-o.-j A ACCIDENT' ; _. --- LEGEND r t i 419 PROP. DAM. ONLY a . 1 . • 4 1 t L I _ . . + } . } NON—FATAL 4 . . 1 . � « � FATAL 194 p wi.i..f...r,a_...�« ......�....��i.,,.�.�..�+,.-b..,..� •�1....�+.y.-�.,�ti....L..w..i..�.. ' f } w,.a..w,...w+.�. F. . - asac+v�'sxssms'�6`k¢a-ate a r1C bm nn i:Sra 1�Q 0C ti+ „ 6 Jcr�,� oil n� /\/o C'/l �rnrGc � Nd C'Ne�nr�� -�14uw > :4 SPEED SURVEY tv RE WORKSHEET # Yo rr jv I=L 0 F C 0 1,To k! Ml , r) rqqui HIGHWAY NAME ------- TREE COVERED VY ITR PEDESTRAPV P4T8 BETWEEN C)RRv,�(,C AND C k upc 5 DATE OF SURVEY FILE NUMBER DEVELOPMENT ROADWAY WIDTH NO. OF STRIPED LANES Tw c TYPE OF DIVISION STRIP i�' o,c TRAFFIC SIGNAL DATA _T P,r,F'F _1 0 RLIUGE s T, STITc AVERAGE DAILY TRAFFIC OBSERVED SPEED - CRITICAL_l__ OBSERVED SPEED - -PACE EXISTING SIGNED ZONE MPH PROPOSED SPEED LIMIT f_7 ACCIDENT LEGEND PROP. DAM. ONLY 19 . . . ..... A. . . . F. : NON-FATAL t FATAL 19 +4 SPEED SURVEY .4 41,110 MIL'5 ) WORKSHEET # Nor V) cj� ► "Vs ku It ca i3 oocroN A VC-. 00 T' 6-- HIGHWAY NAME ♦ 'Re BETWEEN AND (efi N& to F if.1 oftw SLA.25. PCs, es. oer�5' RAMP V) Qc DATE OF SURVEY x 43 cv_ FILE NUMBER DEVELOPMENT ROAD14AY WIDTH NO. OF STRIPED LANES _r IA)0 TYPE OF DIVISION STRIP 6R0K&IJ Y45440!4 I 1-'dIAJ7"&P 4, /VC TRAFFIC SIGNAL DATA S tjTz 7v,9Fr,,c . <,!6"A4_ A/ oflA"6dF _Sr AVERAGE DAILY TRAFFIC Lc LfL OBSERVED SPEED - CRITICAL OBSERVED SPEED - -PACE 7z:, EXISTING SIGNED ZONE 30 mtoi PROPOSED SPEED LIMIT 00 REr_0 M C"OA 16 J Syt ACCIDENT LEGEND 19 ' 4 m 4 ;sm 26 PROP. DAM. ONLY NON-FATAL 198 FATAL A t ; I Ir IL QO SPEED SURVEY sv I . r.WORKSHEET v -Bus �-+mss. ,� a:-8u: ,� �-_-- .�! �•+S o-Bua. i. HIGHWAY NAME �`�,ezA �, . cps {� 1a•• tt _ { lis. -k'�. t 'lp sAwl I '` BETWEEN' t10 AND ('dl c Flo v tJ s-~- DATE OF SURVEY FILE NUMBER DEVELOPMENT ROAD14AY WIDTH NO. OF STRIPED LANES TYPE OF DIVISION STRIP ac K r,! oto p «1 J-.t L TRAFFIC SIGNAL DATA AVERAGE DAILY TRAFFIC l Cio (1c�t ► f �_ � F OBSERVED SPEED — CRITICAL r� --- .ti;,l OBSERVER SPEED — ,PACE _ -- EXISTING SIGNED ZONE PROPOSED SPEED LIMIT ACCIDENT Ai LEGEND 0 PROP. DAM. ONLY 19 NON—FATAL19 FATAL pt �' PEED SURVEY "R'E z. LOCATION: EAST OF KINSINGTON ST. D 1:1:77 T E';,'lYSTlNG SPEED LIMIT: 45 07-30 TIME END: 0800 DAT DRY OBSERVER: RAMLER Aft # OF % OF VEHS TOTAL cum AA -l4 X X X X 7 -l', xxxx"Xxx 5. 1 6. 6 12 . -30 XXXkXXXXXXXXXXXXXX 16 11. 7 24. 8 Is 13. 1 38. 2 x X x x 0 :"4, 19 13. 9 51 , 2 24 36 17. 5 69. 3 0 77, 4 A A.. -%-8 lXXI"Xxxxx 40 x�x x x,X x x io 7. 3 84, 7 42 XXXXv 10 7. 3 92. 0 44 AX X, 5 3. 6 95. 6 46 4 2. 9 9e. 5 -I:L 1 0. 7 99. 3 O. 7 100, 0 TO TAi- 1`4 M"'E'R -01F E I-i'S, 7 rt CR -ppC.7') -D 4' MIL PACE a4AA- LUEERMANN DATE SPE-`L) SURVEY LOCA7101',J: EAST OF JUDSON STREET 'XISTING SPEED LIMIT: 35 TIME END: 0840 DRY OBSERVER: RAMLER OF % OF x VEHS TOTAL cum 0. 6 O. 6 2 1. 2 1. a 'A' 4 6 3. 5 5. 3 14 8, 2 13. 5 f9 11 . 1 > 24. 6 22 12 9 37. 4 24 14. 0 26 15. 2 66. 7 22 12. 9 79. 5 17 . 89 5 7 4. 1 93. 6 7 �z Y 4. 17. 7 3 1 c?9. 4 0. 6 100, 0 71 1- lv; j. DATLLL E RADAR SPEED SURVEY : OLYM AVE LOCATION: EAST OF GROVE STREET DIAVEL wEy ', EXISTING SPEED LIMIT: 35 DATE on "oazw: TIME START: 0900 TIME END: 0935 WEATHER ROAD CONDITION: DPY OBSERVER: RAMLER Mph! NUMBER Ov vcHj�nHS 4 OF % OF % VEHS TOTAL cum 22 24 x I x 4 3. 8 3. 8 26 vwxAnxty"xx � 7 6. 7 10. 5 28 xwvxXxxgXXXXXXXis X 12 11. 4 21. 9 XX 30 XXXXXKXXXXXXXXXXXXXXXXXXXXXXX 17� 1 39. 0 32 XxK;XXxxxxxXxXXxXx 29 27. 6 66. 7 34 VYXXxXjxx 19 17. 1 83. 8 36 x4Xx 9 8. 6 92. 4 38 X � 4 3. 8 96. 2 40 2 1 . IR 98. 1 42 x 1 1. 0 99. 0 1 1. 0 100, 0 TOTAL NUMBER OF VEHS: 105 CRITICAL SPEPO (95% ) 34 mp". PACE WED: 26 TO 26 MK,, AVERAGE SPEED 29 m0i MEDIAN APEED- 32 MPH i"llifFICAT: LT a B U EERMANN DATE RADAR SPEED SURVEY STREET: COLTON AVE LOCATION: E/OF UNIVERSITY DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30 DATE: 04/04/90 TIME START: 0955 TIME END: 1030 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: RAMLER MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL CUM 16 XXX 3 1.4 1.4 18 XX 2 0. 9 2. 3 20 XXXXX 5 2 . 3 4 . 5 22 XXXXXXXXXX 10 4 . 5 9 . 0 24 XXXXXXXXXXXXXXXXXX 18 8. 1 17 . 1 26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 13 . 1 30. 2 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 16. 7 46.8 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 38 17. 1 64. 0 32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 16. 2 80. 2 34 XXXXXXXXXXXXXXXXXXXXXX 22 9.9 90. 1 36 XXXXXXXXXXXX 12 5.4 95. 5 38 XXXXXXX 7 3 . 2 98. 6 40 XXX 3 1. 4 100. 0 TOTAL NUMBER OF VERS: 222 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 28 MPH CERT FI AT N: `- v LT. J.R BU RMANN DATE RADAR SPEED SURVEY STREET: COLTON LOCATION: BERKELY DR DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30 DATE: 04/04/90 TIME START: 1330 TIME END: 1410 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: RAMLER MPH NUMBER OF VEHICLES # OF % OF VEHS TOTAL CUM 18 X 1 0.7 0.7 20 XX 2 1. 5 2 . 2 22 XXXX 4 3 . 0 5.2 24 XXXXXXXXX 9 6. 7 11.9 26 XXXXXXXXXXXXXXXXXXX 19 14 .2 26. 1 28 XXXXXXXXXXXXXXXXXXXXXXXX 24 17.9 44 . 0 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 26. 1 70. 1 32 XXXXXXXXXXXXXXXXXXXXXX 22 16. 4 86.6 34 XXXXXXXXXX 10 7 . 5 94.0 36 XXXX 4 3 . 0 97.0 38 XX 2 1. 5 98. 5 40 X 1 0.7 99. 3 42 X 1 0.7 100. 0 TOTAL NUMBER OF VERS: 134 CRITICAL SPEED (85%) : 32 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: 9. 44&42tw-� q - 18- 5c? LT. i.k-." B EERMANN DATE RADAR SPEED SURVEY ST 1,R,E E 4VE. F)- - LOCATION: TRI UNE STREET --,'A V E; 45"D- I EX= IESTIN G SPEED LIMIT: 35 1j-A T WAR T: 1045 TIME END: 1110 q 0A CONDITION, DRY OBSERVER.- RAMLER - L 114 kJ E P, 10 r� OF X OF VEHS, TOTAL cum 4 C. 4 2. 4 Y x x x 7 4. 2 6. 6 24 X '01*XX X x x Xv x x xXX14 B. 4 15. 0 ' XXXXXXXXXvXXX'xxxxXx 22 13. 2 22. 1 2 R X X XX x X X X X X XX X X XXXXkXX 36 21. 6 49. 7 4 21 12 6 F36, 8 Z-217. 2 514. 0 ,16 xyXXX, f X v 5 3 0 97, 0 40 x 3 1 e 98. a 42 0- 6 99. 4 0. 6 100- 0 TOTAL NU'.,'lFP-JR A L % A'C E S P E.t-7-'D :-4 TO 34 MPS� AVERAGIE SRc–ll MEDIAN T—E — RADAR SPEED SURVEY STREET COLTON AVE LOCATION: TEXAS STREET DIREZ710N OF TRAVELi E1W EXISTING SPEED LIMIT: 30 DA7F 04104igo TIME START. 1115 TIME END: 1140 WEATHER CnEAR ROAD CONDITION: DRY OBSERVER: RAMLER MPH NUM2ER OF VEHICLES # DF X OF % VEHS TOTAL cum ;`_i i 1 0 7 0. 7 22 0. 0 0. 7 2a xxxxxxxxxxxxxxxxx 7 4. 7 5, 4 26 KYVXXXXXXXXXXXXXXXXXXXXXXXXX 17 11. 5 16. 9 28 10 ? 35. 8 2S xvxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 35 23. 6 59. 5 xTyxxxxxxxxxxxxxxxxxvxxxxxx 27 18. 2 77. 7 32 xywxxxyy xxxxxxxxx 15 lo' l 87. E) 36 yXX 11 7. 4 95. 3 lw5 3. 4 98, 6 0. 7 99. 3 40 x 0. 7 100. 0 TOTAL NUMBER OF VEHS. 10D, CRITICAL SPEED W% ) : 32 MPH PACE SPRE& 24 TO 34 MPH AVERAGE SPEED. 28 Mwi MEDIAN SPEED 29 M&I DN- ----------------- j- ;A. lUEERMANN DATE RA!�All,ll SPEED SURVEY S R E ZE L.PCA"riON- INDUSTRIAL PARK DR fnr —;r- LPN W E"ISTING SPEED LIMIT: 45 D. ar E 10;4 r-%4 -,�) JNE START: 1145 TIME END: 1220 WEATEfq C L E.A p DRY OBSERVER: RAMLER # OF X OF x VEHS TOTAL cum XXvi )e 4 xyxxxxx 7 4. 6 7. 2 9 5. 9 13. 1 ) 11 7. 2 2o. 3 P " f 16 10. 5 30. 7XxV y 26 17. 0 47. 7 y x x x x.,x X X 24 15. 7 86. 9 12 7. ® 54. 8 5 3. 3 9e. 0 36 x X X 2. 0 100. 0 TOTAL 1' UMPER Of- R PACE SPEED- TO '34 mPH' A V E P.4 G Q-6 MPH MEDTAN C E-.'R T x_T I ON, L 5� �EEPMANN DATE