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Home My WebLink About7302_CCv0001.pdf RESOLUTION NO. 7302 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE REDLANDS MUNICIPAL CODE WHEREAS, pursuant to studies made under the authority of Title 10 of the Redlands Municipal Code, and the presentation of information contained in such studies, the City Council of the City of Redlands has determined that certain traffic regulations are necessary to protect the public health, safety and welfare and should be established pursuant to Title 10 of the Redlands Municipal Code; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDLANDS as follows: Section 1. Pursuant to Section 10.24.010 of the Redlands Municipal Code, a traffic engineering investigation (Engineering and Traffic Survey and Speed Survey Data sheets), attached hereto as Exhibit "A" and made a part thereof, has been conducted for the following highways and the following speed limits are hereby found most appropriate to facilitate the orderly movement of traffic, and are reasonable and safe: Highway: Citrus Avenue Date of Study: April 9, 2013 Speed Limits as follows: 25 mph on Citrus Avenue between Eureka Street and University Street. 40 mph on Citrus Avenue between University Street and Ford Street. 40 mph on Citrus Avenue between Ford Street and Wabash Avenue. Section 2. The City Engineer of the City of Redlands is hereby directed to perform such acts as are necessary to effectuate this Resolution. Section 3. This City Council further determines that the approval of this Resolution is exempt from review under the California Environmental Quality Act ("CEQA") pursuant to CEQA Guidelines section 15061(b)(3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. This City Council finds that it can be seen with certainty that there is no possibility that the approval of this Resolution may have a significant effect on the environment. L',,cderk,,Reso1utions\Res 7300-7399\7302 ETS Citms Ave.doc I ADOPTED, SIGNED AND APPROVED this 16th day of July, 2013. Peter Aguilai,�Mayor ATTEST: Sam Irwin, C*dlerk L\cclerkl,Resolutions\Rcs 7300739917302 ETS Citrus Ave.doc 2 I, Sam Irwin, 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 16th day of July, 2013, by the following vote: AYES: Councilmembers Harrison, Foster, Gardner, Gilbreath; Mayor Aguilar NOES: None ABSENT: None ABSTAIN: None Sam Irwin, City Clerk L\cclerk\Resolufions`xRes 7300-739917302 ETS Citrus Ave.doc 3 EXHIBIT "A" ENGINEERING AND TRAFFIC SURVEY HIGHWAY UNDER SURVEY: Citrus Avenue AREA OF: Between Eureka Street and Wabash Avenue DATE OF SURVEY: April 9, 2013 RECOMMENDATIONS: The California Manual on Uniform Traffic Control Devices (CAMUTCD) and the California Vehicle Code (CVC) Section 627 establishes current procedures for establishing speed limits on local streets. The current criteria states that the posted speed limit may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed also known as the critical speed where an engineering study indicates the need for a reduction in speed to match existing conditions with the traffic safety needs of the community. There were a total of 29 reported midblock accidents on Citrus Avenue from Eureka Street to Wabash Avenue from 2006 to 2010. Accident rate = number of midblock accidents per year x 106 24 hour volume x 365 x length x 3 years The traffic accident rates on Citrus Avenue are as follows: Four lane street segments - Eureka Street to Orange Street = 0 x 106 / x 12614 x 0.17 x 3 = 0 University Street to Dearborn Street = 11 X 106 14431 x 365 x 1.1 x 3 = 2.06 The expected accident rate for a four lane undivided urban roadway is 3.55. The calculated accident rates are below the expected accident rate for these segments. Two lane street segment— Orange Street to University Street = 15 X 106 / 12614 x 365 x 0.9 x 3 = 1.21 Dearborn Street to Wabash Avenue = 3 x 106 14431 x 365 x 0.50 x 3 = 1.24 The expected accident rate for a two lane urban roadway is 1.98. The calculated accident rates are below the expected accident rate for these segments. The existing posted speed limit on Citrus Avenue between Eureka Street and Church Street is 25 mph. The area between Eureka Street and Church Street is located in the central business district with two lanes of traffic in each direction from Eureka Street to Orange Street, and one lane of traffic in each direction from Orange Street to Church Street. There are ten intersections within this stretch, four signalized, the rest a combination of stop signs and crosswalks. The survey results are as follows: Between Eureka Street and Church Street - Critical Speed —27.0 mph Average Speed —22.6 mph Pace Speed — 18-27 mph The 85 percentile speed rounds off to 25 mph, and because this is a business district, by state vehicle code, CVC 22352.a.2 & 22357.1, the speed limit should be 25 mph. Therefore, the current speed limit should be maintained. The existing posted speed limit on Citrus Avenue between Church Street and University Street is 25 mph. This segment is a school zone and by state vehicle code, CVC 22352, the speed limit when children are present is 25 mph. There is one intersecting street, Central Avenue, which is controlled by a stop sign. The intersection at University Street has a traffic signal. In addition there are several school driveways, a school bus turnout and a signalized pedestrian crosswalk. There is one lane of traffic in each direction. Citrus Avenue bisects the campus with classrooms on both sides of the street causing a great deal of pedestrian traffic crossing Citrus Avenue. This occurs not only during daytime school hours, but also in the evenings when events are taking place at the school. There is also significant congestion during school hours caused by vehicles pulling to the curb to drop off or pick up students. When children are not present and there are no special events the free flow traffic moves at a higher speed as evidenced in the speed survey which follows: Between Church Street and University Street - Critical Speed —27.5 mph Average Speed —22.7 mph Pace Speed — 19-28 mph The critical speed when rounded off to the nearest 5 mph increment is 30 mph. Due to the heavy pedestrian traffic in the area, the congestion and the use of the area into the evening hours, a 5 mph reduction should be taken making the proposed speed limit 25 mph. Therefore, the current speed limit should be maintained. The existing posted speed limit on Citrus Avenue between University Street and Ford Street is 40 mph. The area is bounded on both sides by single and multiple family residential dwellings. There are five intersections in the length, cross streets being controlled by stop signs, a four-way stop at Citrus Avenue and Grove Street and a traffic signal at Citrus Avenue and Judson Street. There are two lanes of traffic in each direction. The survey results follow: Between University Street and Ford Street - Critical Speed —37.8 mph Average Speed — 33.4 mph Pace Speed — 29-38 mph The critical speed when rounded off to the nearest 5 mph increment is 40 mph. Because of the close proximity to the high school and pedestrian traffic with numerous intersections at acute angles which present a limited sight distance not readily apparent to motorists, a 5 mph reduction should be taken making the speed limit 35 mph, 5 mph lower than what it is currently posted. The existing posted speed limit on Citrus Avenue between Ford Street and Dearborn Street is 40 mph. The area is bounded by single family residential dwellings and an orange grove. There is one additional intersection in the area, at Lincoln Street, which is controlled by a four-way stop. There are two lanes of traffic in each direction. The survey results follow: Between Judson Street and Dearborn Street - Critical Speed — 39.6 mph Average Speed —35.3 mph Pace Speed — 31-40 mph The critical speeds support the existing posted speed limit of 40 mph. The existing posted speed limit on Citrus Avenue between Dearborn Street and Wabash Avenue is 40 mph. The area between Dearborn Street and Wabash Avenue is largely residential, with a shopping center on the south side east of Dearborn Street with an unimproved parcel just east of the shopping center. There are a number of residences with direct driveway access to Citrus Avenue. The street has a horizontal reverse curve as it nears Wabash Avenue to realign with Citrus Avenue east of Wabash Avenue. The street width varies in this area, with one lane of traffic in each direction. The survey results are as follows: Between Dearborn Street and Wabash Avenue - Critical Speed —41.5 mph Average Speed —37.6 mph Pace Speed — 33-42 mph The critical speeds support the existing posted speed limit of 40 mph. Prepared by: Concurrence by: /A ART CREEF REP MOUSAVIPOUR Associate Engineer City Engineer Reviewed by Traffic and Parking Commission: 15'�ignaturL:�r' Date .._.......w...................µ,........,..�._.w....,�..._._._M..-,......_..�.....w........._�r.......,ri...._.,_.,...�......�........w_�....._�..__,,..,...._...___M_._w._..�.....�,..,�_..w......�,..�..__ ..M._w_..__.....,...�._.,.......,......�.�.w..�._.,..,.......___,,._....____�_..._...,...__..,...._......w........__v__M_.,._...._..-....._........,_,..._,,........._w.......,v�.,_,.._.�,.....,._...._...... MALL COMM. s s COMM. s COMM. COMM. SPEED SURVEY ( n w h as rn oo P WORKSHEET E N9 O CITRUS AVE. CITRUS 2b , . 25 25❑ .,... ..a.a� .. ---- - ...��-----`— 1025 17F j BETWEEN .. ..EUREKA ST. S 25 COMM. PK GTE Ccivic ENTER COMM. YMCA AND . .CHURCH,,ST......,.. „ 9z F, _4/V1,3 fi O `« pv DATE OF SURVEY . STOP SIGN �� HOZ S TRAFFIC SIGNAL FILE NUMBER .__........... ......._11-1111-111-1 ❑ SPEED LIMIT SIGN k DEVELOPMENTBUSSINESS PARKING LOTS CHURCH COMMERCIAL _. ROADWAY WIDTH.... .. ......... .. . ..........,.. , ... $,3.._.,.. � _,. .......49 � w N.O. OF STRIPED ,LANES ... .. .., ... FOUR., TWO _ _.._._...... I CEMENT ISLAND.......-DASHED„WHITE_LINES m_ _ ._ , ,,DOUBLE YELLOW LEFT TURN POCKETS j TRAFFIC.CONTROLS TRAFFIC SIGNALS 0 MAJOR INTERSECTIONS -.. STOP SIGNS 0 CROSS STREETS r..� . ... ,. .___. ...........wa., rv... ._.�_ z t ............ ......................, ..._.......... ..... . . ......................... .. ........ OBSERVED SPEED CRITICAL 2?_ ......... .. ... i .. 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FIELD 0 RHS Z BUS CITRUS AVE. i CURBSIDE PARKING BARN oH BETWEEN CHURCH ST. 25 r .u. -- *TMM59ll'.6YYSttak#iv�3£3 CURBSIDE PARKING CITRUS AND RHS RHS SOUTH CAMPUS AT FIELD DATE OF SURVEY ..4f9/13m STOP SIGN SCHOOL ZONE E FILE NUMBER S TRAFFIC SIGNAL a 0 SPEED LIMIT SIGN E DEVELOPMENT SCHOOL RESIDENTIAL ROADWAY 64' 49 —._ ------ _. NO..,...OF...STRIPED....LANES .. .. BIKE LANES ., TYPE_ OF STRIPING. .. 4...... . ...... ... .........-. C....I$IAND...W ..FENCE..... D,ASHE,D.WHITE.LINES... ...,. DOUBL.E YELLOW dN_IE DASHED WHITE IJ_NES .............. TRAFFIC CONTROLS TRAFFIC SIGNALS CHURCH & UNNERStTY ST PEDESTRIAN SIGNALS BETWEEN CHURCH & CENTRAL AVE. w a _. ..... ._ �. ...... . ..... ....... .... ... oBSERvED SPEED CRITICALw.. . .� w. . 27.E OBSERVED SPEED PACE & AVG 19-28/ 22 7 _.- __.. ., .. ..................................... EXISTING. SPEED ZONE �`........._.,.... . ........... ......... ....... ...... ................ PROPOSED SPEED LIMIT 25 . I � i i f E 7 � I I I i i 4 ( i f y t ! � ..(.. ,.I {,i Y r,,,}. # ,,,; 1 � i s [ s s ;.., i ; ,,(.,..f t � ;r s •� , $ i } � g € � I , f E 6 , rl ; f f , � _ � ? 1i � � it i ' f � � 1 � E • # � jx � f1 I� � C � } _... _q.>. ... ,, .,. ..,m.. L.,�___, ,. .. _.. ; ....,._ .. _.... ..m . ._ ..... . ... . ..m_..m_. I ! dI ? } p1t ifEE life ! P } � ( ITtrs411 3 ' i isl € 3 : ! FE ! is � ! � � � i si sC # i � sisf ti { � I s s II ( l t i i �f } ....... _... ..... .... .. .......................... ..... ..........w..._.._._........._....._.__......., ,.._..... _ _..w_...,,,,.,..,.w.,....,, _..,....,._...__.,...,...... .... .,_..,.,.w.,.,,...,.., ..,._... .......m_.w__............._,.__................_......_.,... .,,...,. ...,,..... z 0 0 0 d SPEED SURVEY 7 0 D WORKSHEET N X70 0 MULTI—FAM MULTI—FAM MULTI—FAM COMM. CITRUS AVE. �.a. BETWEEN . UNIVERSITY ST. CITRUS s d GRES RES AND .._F{3RD.ST. .... .... . RES �f.`' , DATE OF SURVEY .4/9./1. STOP SIGN � d S TRAFFIC SIGNAL o� o FILE NUMBER —___ .................a.. ..._, ❑ SPEED LIMIT SIGN DEVEL,OPMENT... . ,,,_..._.... APARTMENTS RESIDENTIAL COMMERCIAL ROADWAY WIDTH s4.��... NO of STRIPED BANES TWO LANES CENTER FOUR LANES _ FOUR LANES XEDIAN-TtTNG tIE TYPE_OF_ STRIPING _ .... .._. _.... ., .._ __ .. ..._ ._. DOUBLE.YELLOW. L1NES._.._.... .. .�__.. ...DOUBLE YELLOW LINES,— DASH WN...... ANE._SEPARATORS_. . TRAFFIC,CONTRC7l TRAFFIC SIGNALS 0 UNIVERSITY & FORD/ JUDSON ST FOUR WAY STOP 0 GROVE ST — STOP SIGNS 0 CROSS STREETS OBSERVED SPEED. ..CRITICAL .. ..... .. . . _. .. ._, ,_ ._ ...... . ..... ... . ... . ........ . �_ . _. ....................37. s... ... ...__. ..... .............. OBSERVED..SPEED . .. P,A E. &,AVG. .... . ........ 29 TO 38 33 4 �,..4...... ... .........._..... .,.. EXISTING SPEED ZONE, _�.�. 4�...._ .._�.. ... .. ... . PROPOSED SPEED_LIMIT `.. _ .. ............... .._. _... .. .... . ....., .. . . ... ,, 35 i i a ( .., a �.�.d. d ( t x � I d __._...... .. t .. I,... __.._vM.. ...._d,� E.d., 13 I I d I ? ; ', .,, ,1.. I # 1k 1 I3 ! I Hill i l l i I .. .. i ......,...�_r, ..a.a ......�....,..... �....... ..... ._..�.,.... ,._,,..,.,,, ,.. .,...w .. ...,. .,i_�,.,. 1. t a , HM , a ... ........a..,...... .,,,..,. .. .,.E..,. .,,....,� ...,., ....,,__.. .,... ,.... ,., .,...._ �...., z < RES ? zra z RES w SPEED SURVEY I 7) ww d a d WORKSHEETN 0z J J w ca € CITRUS AVEu u u u3 • u u 35 , . ------------------ __— ----------------- BETWEEN FORD ST. --- S ----------------- ------- ------ _._._.n.. 035 ► CITRUS ► • AND �._QJEAR ORN STm.._ ..._,__ oo I I RES �aO RES GROVE RES DATE OF SURVEY STOP SIGN �r� C, O��O � _u I j FILE NUMBER _ I S TRAFFIC SIGNAL O p I ❑ SPEED LIMIT SIGN 2 g DEVELOPMENT RESIDENTIAL CITRUS I _ �........._ _ ... _...6? _.. 53_ . .ROADWAY, W€DTH ._. ' NO OF STRIPED LANES FOUR LANES TYPE OF ,STRIPING DOUBLE YELLOW UNES �.. . ,., m .wa _n. �... WAY DASHED— WHITE ES TRAFFIC CONTROLS __.. ... JUDSON FOUR WAYSTOP SIGNS @ LIN COLN & DEAR BORN ST OBSERVED SPEED CRITICAL 39.6 _._.w C}BSERVED SPEED__ PACE 8c.�.AVGm.!. _.._ .._m ...___ _. 31-4 35.3. ro-ro___rv� _ EXISTING SPEED_ZONE -._. as I P .ED �EED . LM.IT _._ ._....` a I � i I I ___.- a _...... _......,,__...._._w_.._w,_.w...,._-.___.. o RES rn r SPEED SURVEY � a �a z _n a+ y I WORKSHEET N as o rn y > yc>' E X rn X r a r r O V) € CITRUS AVE. € m z rn rn z zU I I _ _.... �. DEARBORN ST BETWEEN �_. ,� _.�.�.w ♦ RES L-4,Q, AND 40 CITRU AI DATE OF SURVEY P4 .. STOP SIGN GERRARDS VACANT RES COMM. FILE NUMBER S TRAFFIC SIGNAL � � ❑ SPEED LIMIT SIGN DEVELOPMENT COMMERCIAL RESIDENTIAL RESIDENTIAL ROADWAY WIDTH 63 .... _. NO OF STRIPED LANES rxo LANES _. TYPE OF STRIPING ., DOUBLE YELLOW LINES IFOUR-WAY .�TRAFFIC CONTRt}LS � FOUR WAY STOP SIGNS � DEARBORN & WABASH STOP SIGNS ® CROSS STREEtS ----------- OBSERVED SPEED CRITICAL ..... �.. 41.5 ( OBSERVED SPEED PACE & AVG _ 33 42f 37 s I _EXISTING.,,SPEEa ZONE m.ro �. .40 1 _PROPS SPEED. LI.M(T ..�... .w. w n.. _,.. ._...., I I � Ips (k { i7 {(( [(� ;, 3 1 (( ( � I ([ [ p 1 }( € l � ( EE I ( ..,...._..M...______.._....,..........,....m.,M................ ......_..�.,...., .?.I..t E�..,.., I t...., ._..�..,. .t_.d.__€ ..�..i_.€ E�.„ ._, ..�.�(.. I 1..,..1._k...,,.(t_...t E 4._ .?_1...E y. t ,t [( E ([([ � } ...............__.,.,. ._„�....,.M. ,�,.,,.m a.. .... 7....:,.,t..,,a... ,.... .. .,L..a_ 1 ., ,.5,.,.f.,.J,..,..,]~..,,.....4._,t�L_.��I_...�..�........�.�... .. ..f_....,,, ..).„.t.„.... 1...,..._.�.,.,.,E.„a.,..., 7I I ....------- ...... ....__..,.., ._,..,,..,..... ..._..— .,..._.,.,..., .,..._..._,...,. .,..,�,..,.w.wM City of Redlands Department of Public Works Traffic Engineering Department Street Name: CITRUS AVE Limits: EUREKA ST to CHURCH ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum.% 45 --TTTT7 I I I I I I 40 X-- I I ----- ------ -- 1 0.5% -TO-6-6/7-6 35 zz---- 2 1.0% 99.5% x 1 0.5% 98.5% 0 98.0°l0 30 %Z/XX 7 3.5% 97.0% Z/� x 7 3.5% 93.50/. xxx 10 5.0% 90.0%1 NX 10 5.0% 85.0% xx x XXXX 1 12 6.0% 80.0% 25 111VV XXXXXXX><x I 1 17 8.5O-/. 74.0°l0 ZZ///V X>OOMX>OM I 1 19 9.5% 65.5% Z/Z/ xx 2 0 56.0 0 z Z b 42.0°!o Z� 17 8.5% 30.0% -z 20 ZZZ / 7 x 15 7.5% 21.50/. 8 4.0% 14.0% 0 10.0 0 zzz 4 2.0% 5.0% /A 4 2,0%1 3.0% 15xx 2 1.0% 1.0% 10 --- 5 0 Total Sales 200 Date of Survey: 4/9/2013 Start Time: 10:50 85th Percentile Speed: 27.0 50th Percentile Speed: 22.6 Weather: Clear End Time: 11:40 15th Percentile Speed: 19.1 Road Condition: Good Posted Speed: 25 10 MPH Pace: 18-27 Street Class.: Secondary Arterial Observer: JOSE TORRE Number in Pace: 160 Conditions not Percent in Pace: 80.0% Apparent: City of Redlands Department of Public Warks Traffic Engineering Department Street Name: CITRUS AVE Limits: CHURCH ST to UNIVERSITY ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum.% 45 40 100°0 1 M% 99.5% 35 4 2.0% 99.0°!° 3 1.5% 97.0% 30 6 3.0% 95.5% 10 5.0% 92.5% 11 5.5%18T5% 8 4.00 82.0% 16 8.0% 78.0% 25 18 9.0% 70.0% 17 8.5% 61.0°!° Z-/-//// A XXXWXD/\ 18 9.0% 52.5% 20 10.0°!° 43.5% 16 8.0% 33.5°!° 20 15 17.5% 25.5% 16 8.0% 18.0°I° /Z//Zzzzz_i__ 1 10 5.0% 10.0% 5 2.5% 5.0% 4 2.0% 2.5% 15 1 M% M% 10 5 I 0 Total Sam les 2 Date of Survey: 4/912013 Start Time: 1:55 85th Percentile Speed: 27.5 50th Percentile Speed: 22.7 Weather: Clear End Time: 2`40 15th Percentile Speed: 18.6 Road Condition: Goad Posted Speed: 25 10 MPH Pace: 19-28 Street Class.: Secondary Arterial Observer: JOSE TORRE Number in Pace: 155 Conditions not Percent in Pace: 77.5% Apparent: City of Redlands Department of Public Works Traffic Engineering Department Street Name: CITRUS AVE Limits: UNIVERSITY ST to FORD ST Radar Survey Sheet X=West [=East 5 10 is 20 25 30 35 40 # %ea cum.% 507 1 100% :::FF1::TT 11 11 11 1 1 11 11 11 11 11 /## 1 0.5% 99.5% 45X I I I 1 1 0.5%. 99.0% x 1 1 98.5%, /XXX I 1 4 2.0% 97.5% ZXXXI --TF ------- 5 2.55/6- 95.5% 40// x M - ------- 3.0°P° 93.0°l° xx xx I 1 7 15% 90.0% XXXXX>O<D<X 1 14 7.0%186.5% / x -1-----16 S.0°!° 79.5°t° zzz / xxxx xx 1 1 16 8.0% 71.5% 35////// XXXX 1111 1 1 1 1 1 1 14 7.0% 63.5% xxxx x x I I I 1 1 22 11.0% 56.5% 15 7.5°l° a Z/ xx x 117 38.0% 11 5.5°l° 29.5% 30 Z� ZZ X><D<XXXX x 1 19 9.5% 24.0% z 7 3.5°/° 14.5°!° z z 7xxxx 13 6.5% 11,0% 9/ 1 2 1.0%----4-.50/. 6 3.0% 15% 25---- I 1 0.5% 0.5% 20 1 1 1 1 1 1 1 15 10 5 t 12nn Date of Survey: 419/2013 Start Time: 9:30 85th Percentile Speed: 37.8 50th Percentile Speed: 33.4 Weather: Clear End Time: 10:25 15th Percentile Speed: 29.1 Road Condition: Good Posted Speed: 40 10 MPH Pace: 29-38 Street Class.: Secondary Arterial Observer: JOSE TORRE Number in Pace: 151 Conditions not Percent in Pace: 75.5% Apparent: City of Redlands Department of Public Works Traffic Engineering Department Street Name: CITRUS AVE Limits: FORD ST to DEARBORN ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum,% 55- _7TTIT 11 11111 111 1 1 1 1 1 1 1 1 1 1 1 1 0.5% -10-00/. so 1 0.5% 99.5% 1 0.5% 99.0% 1 0.5% 98.5% x 1 0.5% 98.0% 45 X I I 1 1 0.5% 97.5% X I I2 1.0°l0 97.0°l0 4 2.0% 96.0%1 5 2.5% 94,0% 9 4.5% 91.5% 40 ///// Xx x 11 5.5% 87.0% xx X>�xx 12 6.0% 81.5% 18 9.0% 75.5% 16 8.0% 66.5%, xxxxxx I I 1 23 11.5% 58.50A 35�ZZ ZZ Xx>x�xxxx I I I 1 14 7.0% 47.0% 23 0 40.0°!0 Z// lixxx I I I I 1 17 8.5% 28,5% ZZZ 10 . 5.0% 20.0% ------ 11 5.5%115.0% 30 A/ 6 3.0% 9.5% /V x 7 3.5% 6.5% XI 2 1.0% 3.0% 2 1.0% 2.0% 25 ZXI I I I 1 2 1.0% 1.0% 20 15 10 -- Tntal lqaM-1-- 12001 Date of Survey: 4/4/2013 Start Time: 3:35 85th Percentile Speed: 39.6 50th Percentile Speed: 35.3 Weather: Clear End Time: 4:20 15th Percentile Speed: 31.0 Road Condition: Good Posted Speed: 40 10 MPH Pace: 31-40 Street Class.: Secondary Arterial Observer: JOSE TORRE Number in Pace: 155 Conditions not Percent in Pace: 77.5% Apparent: City of Redlands Department of Public Works Traffic Engineering Department Street Name: CITRUS AVE Limits: DEARBORN ST to WABASH AVE Radar Survey Sheet X=West [=East 5 10 15 20 25 30 35 40 # %ea cum.% 55 4TTFF-4 -H+I+ I I I I I #�#i --6-50/. 100% 1 -.0.5% 99.5% 50 / 1 1 1 1 ----------- I I I I 1 1 . 0.5% 99.0%, 14 1 05%. 98.5% 2 1 1 .0% -98- 1 00/. 1 1 3 11,5% 97.0% 45 1 1 4 12.0% 95.5% 4 6 10% 915% 77 xxx --6 3.0%190.5% 11 5.5%187.5% 12 6.0% 8M% 40 ////// ////z/XXXXXXX 1 22 11.0% 76.0% ////XXXXXXXXXX� 23 11.5% 65.00/. 118 -9.0% 515% 18 9.0% 44.5%' 77 XXXX 26 13.0% 35,5% 35// XXX 10 5.0%. 22.5% z ///XXXXXX 1 12 6.0% 17.5% /XXXXXXX 1 11 5.5% 11.5-/o 3 1.5% 6.0% 3 1.5% 4.5% 30 / 1 1 0.5% 3.0% /X 1 2 1.0%. 2.5% 7 2 1.0% 1.0% 25 20 15 I 10 1 1 1 111 1 f Tot Sam-1- - 12001 85th Percentile Speed: 41.5 Date of Survey: 414/2013 Start Time: 2:40 50th Percentile Speed: 37.6 Weather: Clear End Time: 3:25 L 15th Percentile Speed: 33.6 Road Condition: Good Posted Speed: 40 10 MPH Pace: 33-42 Street Class.: Secondary Arterial Observer: JOSE TORRE Number in Pace: 163 Conditions not Percent in Pace: 81.5% Apparent: City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date: Location # Street Name: 24-r, Observer: Limits Location of Survey: -:7L,, Weather: Roadway Geometrics: Road Cond: Conditions Not Apparent: Posted Speed: Z,9 Start Time: Lane Config. End rime: Adjacent Land Use Street ClassificatioM 4-,- -Arterial Collector Local Collision Start Date: Average Daily Traffic Collision End Date: Segment Length: Collision Period: Speed Limit Changed? Yes No Total Collisions: Revised Limit: Collision Rate: Checked By: Expected Collision Rate: Direction: Direction: 1. 21. 41. � 61. 21. 41. 61. 2- 81.'- 2. 2. . 2 1' 42 62 F -r 42. 2-- 62. 2-4if 82. 3. . 8 2. - 2. 22. 2 7 23.E 43. _L1 63. 83. 3. 23. 43. 63. 83. 4. 24. 44. 64. 84. 4. t- 24. 44. 2 64 84. 5. 25. 45. 2-q 65. 86. 25. 45. 65. 85. 6, 26. 46. 66. L 86. 2"4 6. 26. 46. 66. 86. . . 7. 27. 47._L.L_ 67. 87. 7. 27 47. 67 -7 8. 28. 48. 1 68. 88. 8, 2" 28. 31 48. 68. 88. 9. 1" 29. 49. t 69. 89. 2,1 9. 29. 12" 49. 1 69. 89. 1 70. 90. 10. 30. to. 2�f To. go. 10. 30. to,;- M4 71- 11. 31. 51. 71. 91. 11. 31.- 61. 71. 2-r� 91. 12. Z7 32� 52. 3 Vi 72 tk 92. 12. 32. 52. 72. ;2,4- 92. 13. 33. 63. 2,& 73, 93. 2,1 13. 33. 53, Z-3 73 - -93. 9 74. 94. 14. 34. 74. 94. '2-2- 14. 34. 54. 2-1 64. 15. 35. 56. 75 w, 95. 15. 35. 55. '6 75. Z2- 95. 16, 36 56. 76. 96. 16. 36. 76. 2- 96, 17. 37. 15 57. 11 97. 17. 37. 57. 77. 77.--.Ia_ 07. 18. 38. '-16, 58. 2-1- 78. 98. J `7 1& 38. 58. a-I 78. 98. 23R 19. 39 59. 9� 19. . 9 -71471 39. 59. 79. . 71, 79 z 6 99. 20. 40, 60. 80. loo. 20. 40. 60. 80 100. . Comments: o City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date: Location # Street Name: Observer: C-- 5 Limits: Location of Survey: 9 Weather: Roadway Geometries: Road Cond: Conditions Not Apparent: Posted Speed:.... Start Time: Lane Config. e� IL End Time: Adjacent Land Use Street Classification: adtdal Collector Local - Collision Start Date: Average Daily Traffic Collision End Date: Segment Length: Collision Period: Speed Limit Changed? Yes No Total Collisions: Revised Limit: Collision Rate: Checked By: Expected Collision Rate: Direction: Direction: 61. 81. 21. 41. 4, 61. 81. 1 21. 2-4 41. 41 - 2. 22. Z q 42. 62. 82 2. 82.22. 42. Z-1 62. . 3. 23. 43. 63. 83. 3. 43.23. 63. 83. 4. "2,,, 24. 44. _ ' 64. 84 4. 24. 44. 64. 84. 5. 46. 65. 85. '1 7 25. 45. 1 65. 86. 5. 25. 7-7 26. 86. 6. 26. 46. 66. 86. 6.- 66. 7. 27. 47. 2- 67. 87. 7. 4 27. 47. $7. 87. 8. 28. C 48. 68. 88. 8. 28, 48. 68. 88 9, 29. 49. 69 89. 40,- 9. 29. 49. 69. . 89. 0. T 90. 30. TO. 90. 30. 10. 31. LI 51. 71. 11. 31. 5I.-,L 71.-LL- 91. il. 91. 12. 32. 52. 72. 12. 7,,- 32. 62. a 72. 92. 93. 13. 33. 53. 13. 33. 0 53. 73. 73._LL -93. 14. 34. ri 54, 74 7. 94 6_Z"I 14. 34. 54. 74. 94. . 15. 35. 15. 55. 75. 95. 35. 56. 75. - 16 -4- 36. 56. 76. 96. . 36. IL 66. 76. 96. L_ 16. 4-57, 17. 37. 17. 37. 67. 77. 57. 2-:1- 77. 97. 07. 18. 38, 58. 2--7 78. "1 98 18.18. 38. 2-1 Sa. :Z& 78 98 . 19. 39. 59. 79 99. �LL 19. 39. 59. 79. 99. ti . L . 20 40. 60. IGO. 40.20. 60. 80. i oo. 2 Comments: City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet 'Zi Date: Location # Street Name: rObserver: Location of Survey: Limits: Weather: Roadway Geometrics: Road Gond: Conditions Not Apparent: Posted Speed: = Start Time: Lane Config. End Time: Adjacent Land Ilse Street Classification:,< Arteriai Collector Local Collision Start Date: Average Daily Traffic Collision End Date: Segment Length: Collision Period: Speed Limit Changed? Yes No Total Collisions: Revised Limit: Collision Rate: Checked By: Expected Collision Rate: Direction: Direction: 1. 21. '2-q- 41. 61. al. 21. LL_ 41. 81 82. 61.-7- 2. 22. 42. IZ 62. 2. 22. 42. 62. 82. 43 3. 23. . 6383. 3. 23. 43. 63. 83. . 4. 24. 44. 2-A 64. 84. 4. 24. 84. 5. 25. 45. 3', 66. 86. 5. 25. 46.- 65. J- 85. 6. 26. 46. 2 6 66. 3,;r 86. 6. 26. - 46. 6 6. 86. . 3 . 7. 27. 47. 67,7 87. 7. 27. 47. 67 �w87 8. 28. 48. 68. 88.-L�- 8. 28. 48. 68. 88 9. 29. 49. 69. 89. 9. 29. 49. 69. 89 '2 1)ri 10. 30. 10. 30. TO. 90. a. TO. 90.' 11. 31. 51.5 71. 91. 11. 31. 51. 71. _.IL_ - 12. 32. L_ 52. 72. 92r 12. 32. 52. 72. 92 J,0, . -93. 13. 33. 53. 73. 93. 13. 33. 53. 73 14. 34. 54. 74. 94. 14. 34. 54. 74. 94. kJ 75. 3-� 95. 95. 15. 3 5. 4� 55. 15. 35._L: 515. 314 75._LL -3,3 16. 36. 56. M 16.96. 36. 56. 76. ';C- 96. 17. 37. 57. -,'1 77. 97. 17. 37. 57. 77. 07. 58. 78. 98, 18. 38, 18.- 38. 58. 78. 98. 19. 39. '4, 59. C 79. Y 99. 19. 39. 59. 79. 99. 20. 40. 60. C 380. loo. 2T 2040. 60. 80. 100 . Comments: C .2 City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date x Location # Street Name: A Observer: f. C+ Limits: Location of Survey: Jfl--tr Weather: Roadway Geometrics: Road Cond: Conditions Not Apparent: Posted Speed: 40 Start Time: Lane Config. --7-777 End Time: Adjacent Land Ilse Street Classification: Arterial L_- Collector Local Collision Start Date: Average Daily Traffic Collision End Date: Segment Length: Collision Period: Speed Limit Changed? Yes No Total Collisions: Revised Limit: Collision Rate: Checked By: Expected Collision Rate: Direction: Direction: 1. 21. 41 61. 81. 1. 21. 41. 61. 81. 2. 22. 42. '11 62*. 82. 2. 22. 42. -to 62. 82. 3. 23 43. = 63. 83. r 3. 23. 43._]L_ 63. 83. J - 4. 24. 654 84. 64. 84. 4. 24. 5. 25a 45. 66. 85. 5, 25. 45. 65. 85. 4- 6. 26. 46. 66. 86. 6, 26. 46. 66. 86. 7. 27. 3,f 47. 67. 87. 7. "'2' 27. 47. 67. 87. 8. 28. ->6� 48. 7- 28. 48. q 68. 88. ------ 68. 88. 8. 9. 29 n 49. 69. 89. 9. 29. 49. L'I 69. 89. 10. a A 30.= to. 70. 90. 10. 30. till'AW! 70. go. 11. 31. 51. 71. 91. 11. 31. 51. 12- 71. 91. 12. 32. 52. 72 92."1 -,3 12. . 5 32 52. 72. 92. 73. -93. 33. 53. 73. 93. 13. 63. 13.- 33. 14. 34. 64. 1-4 74. 94. 14, 34. 54. 74. 94. Is. 35 �a. 55. > 75. 95. 15. 35. 56. -.1 75. 95. o 36. 56. 30 76. 16. 16. 3 6. 56. 76----LL 96. 96. 17. dx 37. -1 "17 s7. 77. 97. 17. 37. 57. 77. 07. 18, 38. 58. 78. 98. 18. 38.E 58. 3 1 78. 98. sq. �3 1 79. 99. 7, 19. 39. 19. 39 59. 7-4� 79. 99. 20, 40. M 60. $0. 100. 20. t 40. 60. 80. 100. Comments: City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date: Location # -e-s Street Name: Observer: - Limits: r, 4- vv, --e- Location of Survey: Weather: Roadway Geometrics: Road Cond: ,5 VO Conditions Not Apparent: Posted Speed: If 0 e,j, Start Time: Lane Config. REnd Time: Adjacent Land Use Street Classification: .Arterial - Collector Local - Collision Start Date: Average Daily Traffic Collision End Date: Segment Length: Collision Period: Speed Limit Changed? Yes - No Total Collisions: Revised Limit: Collision Rate: Checked By: Expected Collision Rate: E Direction: Direction: 1. 21. t 41. 61. 41. 2-t 61. 81. 2. 22. 42. "1 62.- 82. 2.- 22. L_ 42,2�2_ 62. 82. 3. 23. sJ 43. 63. 83. 3. 23. 43. 63. $3 4. 24. • 44. "t 0 64. 84,LL 4. 24. 44._..]L]L 64. $4. 5. 25. 45. 6585 -7 5. 25. 45. 65. 85. . . -77- 6. 26. Z 46. 66. 86 6. 26. 46, 66. 4 86. 27. 47. 67 7. 27. 47. 67 . 87. 7. . 87.- 68. 88. 48. 28. 8.- 49.- 7 68. 88. 8. 28. 9. 29. 49. 69. 89. 9. 29. 49.-Ll- 69. 89 _LL_ 10. 30. P-o to. To. 90. 10. 30. 5t1 70. 90. 41 11. 7 31. Lfp 51. 71. 91. 11. J4 31. 51. 71. 91. 12. 32. 4! -7 52. 1-7 72. 92,1L 12. LL_ 32. 52.E 72. 92. 13. 33. 73. 73. I�L 93. 53. 93. 13. 33. 53. 44 -2 . - 14.- 34.% 54. 74. 94 64. 3? 74.- 94. 14. 34. - 55. Z 75. 95. 35. C 16. 35. 7-7 55. 74 75._�4_ 95. is. ", -:1 ,I__a , I `�I 76. 96. 16. 36. 56. 16.-, 36. - 66. 3 + 76._LL_ 96.- 17. 37. 67. 77. 97 17. 37. 67. fZ- 77. 97. 3-1 4 . J, b 58. 4F 78. 98. 18. 38. 58. 1 78. 98. 18._LL 38, 4 59. 19. 99. 19. 39. 59. "t 79. 99. 39. 79. 7T2 . 20. 40. Z 60. 80. 100. 20. 40. 60. go. loo Comments, ' City of Redlands Traffic Engineering Department 4/22X201% Traffic Collision History Report Page 1 K8idbUmckCcxllisic,ms Arterial: CITRUS AVE Limit 1: EUREKA ST Limit 2: WABASH AVE (N) Total Number ofCollisions: 29 Date Range Reported: 11/11/2006 - 12/31/2010 Motor Veh Report No. � � O|� �ir Location Type ofCo|Uo|on Involved With # # ith DOT1 K0PC1 DO72 K8PC2 PCF \mj Kid Time 2585472 3/2906 150' Citrus Ave/Redlands Blvd Broadside Other Motor East Making UTurn VVed Making Left Turn Improper Turning 0 O 14:13 East of Vehicle 2828636 8V13/06 300' Citrus Ave/Cook St Broadside Other Motor West Making Left Turn East Proceeding Auto R/WViolation O 0 11:58 West of Vehicle Straight 2828598 9/15K6 528' Citrus Ave/Church 3t Rear-End Other Motor VVea< Proceeding VVosL Slowing/Stopping Unsafe Speed O O 08:20 East of Vehicle Straight 2872318 10/1800 162 Citrus Ave5t»3, Sideswipe Parked Motor East Backing Not Parked Unsafe Starting or O O 18:00 West of Vehicle Stated Backing 2936487 11/2406 155' Citrus Ave/La Salle St Hit Object Fixed Object YVee( Crossed Into Wrong Side ofRoad O 0 0228 East of Opposing Lane- 29O510O 12/2300 458' Citrus Ave/Judson St Rear-End Other Motor VVee1 Proceeding VVamt Parked Unsafe Lane Change D O 17:40 East of Vehicle Straight 3172880 4/11/07 400' Citrus Ave/Central Ave Hit Object Fixed Object VVaet Other Unsafe Improper Turning O O 23:48 West of Turning 3172931 4/15/07 118' Citrus Ave/Wabash Ave Rear-End Parked Motor West Other Unsafe VVea| Parked Improper Turning U 0 12:52 West of (N) Vehicle Turning 3517294 8/1907 287' Citrus Ave/Cook St Vehiu|e-Pedemtrion Parked Motor East Proceeding West Parked Traffic Signals and O O 19:03 West of Vehicle Straight Signs 3414048 9/1407 1000' Citrus Ave/Church St Hit Object Fixed Object West Proceeding VVaot Entering Traffic Improper Turning O O 13:55 East of Straight 3008300 1/2308 460' Citrus Ave/Judson st Rear-End Bicycle East Proceeding East Proceeding Unsafe Speed 1 O 12:49 East of Straight Straight City of Redlands Traffic Engineering Department 4/2212013 Traffic Collision History Report Page 2 Midblock Collisions Arterial: CITRUS AVE Limit 1: EUREKA ST Limit 2: WABASH AVE (N) Total Number of Collisions: 29 Date Range Reported: 1/1/2006 - 12131/2010 # # Report No. Date Dist/Dir Location Type of Collision Motor Veh. DOTI MPC I DOT2 MPC 2 PCF Inj Kid Involved With Time 3638159 2/26/08 55' Citrus Ave/4th St Sideswipe Other Motor East Making Left Turn East Proceeding Auto R/W Violation 0 0 12:08 East of Vehicle Straight 3638041 2/28/08 600' Citrus Ave/Dearborn St Sideswipe Fixed Object West Proceeding Improper Turning 0 0 07:12 East of Straight 3687054 3/20/08 51' Citrus Ave/6th St Head-On Parked Motor West Parked Not Parked Other Than Driver or 0 0 20:24 West of Vehicle Stated Ped 4032747 11/13/08 300' Citrus Ave/Central Ave Rear-End Other Motor East Proceeding East Stopped in Road Unsafe Speed 0 0 08:30 West of Vehicle Straight 4032641 11/15/08 450' Citrus Ave/Ford St Sideswipe Other Object East Proceeding Driving Under 0 0 03:26 East of Straight Influence 4145567 2/7/09 75' Citrus Ave/4th St Broadside Other Motor East Proceeding East Proceeding Unsafe Speed 1 0 09:55 West of Vehicle Straight Straight 4288176 5/7/09 145' Citrus Ave/Central Ave Rear-End Other Motor East Proceeding East Proceeding Unsafe Speed 2 0 16:30 East of Vehicle Straight Straight 4288220 5/29/09 195' Citrus Ave/Judson St Broadside Other Motor South Entering Traffic West Proceeding Auto R/W Violation 4 0 11:20 West of Vehicle Straight 4476635 10/30/09 165' Citrus Ave/Cook St Vehicle-Pedestrian Pedestrian West Proceeding Not Other Improper Turning 1 0 00:01 West of Straight Stated 4537389 12/9/09 758' Citrus Ave/Central Ave Hit Object Fixed Object West Proceeding Driving Under 0 0 03:18 West of Straight Influence 4522259 12/15/09 200' Citrus Ave/Cook St Broadside Other Motor East Making Left Turn East Proceeding Improper Turning 1 0 16:17 West of Vehicle Straight City of Redlands Traffic Engineering Department 4/22/2013 Traffic Collision History Report Page 3 Midblock Collisions Arterial, CITRUS AVE Limit 1: EUREKA ST Limit 2: WABASH AVE (N) Total Number of Collisions: 29 Date Range Reported: 1/1/2006 - 12/3112010 Motor Veh. # # Report No. Date Dist/Dir Location Type of Collision Involved With DOTI MPC 1 DOT2 MPC 2 PCF Inj Kid Time 4537365 12/22/09 528' Citrus Ave/Dearborn St Hit Object Fixed Object West Proceeding Improper Turning 0 0 15:42 West of Straight 4892262 7/1/10 381' Citrus Ave/Church St Broadside Other Motor East Proceeding South Proceeding Traffic Signals and 1 0 06:55 East of Vehicle Straight Straight Signs 4989083 10/2/10 542' Citrus Ave/Grove St Hit Object Fixed Object East Proceeding Improper Turning 0 0 04:30 East of Straight 4988908 11/12/10 415' Citrus Ave/University PI Vehicle-Pedestrian Pedestrian North Other East Proceeding Pedestrian Violation 1 0 18:01 East of Straight 4988951 11/15/10 200' Citrus Ave/Central Ave Broadside Other Motor South Entering Traffic West Proceeding Auto R/W Violation 0 0 15:40 West of Vehicle Straight 4988940 11/25/10 135' Citrus Ave/Cook St Rear-End Parked Motor West Proceeding Not Parked Improper Turning 1 0 16:50 West of Vehicle Straight Stated 5085757 12/2/10 100' Citrus Ave/6th St Sideswipe Other Motor West Parked West Parking Maneuver Improper Turning 0 0 10:45 East of Vehicle City of Redlands Traffic Engineering Department 4122/2013 Traffic Collision History Report Page 4 Midblock Collisions Arterial: CITRUS AVE Limit 1: EUREKA ST Limit 2: WABASH AVE (N) Total Number of Collisions: 29 Date Range Reported: 1/112006 - 12/31/2010 Report No. Date Dist/Dir Location Type of Collision Motor Veh. DOTI MPC 1 DOT2 MPC 2 PCF Inj Kid Involved With Time Total Number of Collisions: 29 Segment Length: 2.67 miles(14,098') Settings Used For Query Parameter Setting Limit I Do Not Include Intersection Related I,imit 2 Do Not Include Intersection Related Intersection Related Do Not Include Intersection Related Sorted By 'Date and Time'