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HomeMy WebLinkAbout3639_CCv0001.pdf RESOLUTION NO. 3639 A RESOLUTION OF THE CITY COUNCIL ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO CHAPTER 67 OF THE REDLANDS 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 and Article 680, Section 68001 (a) of the Redlands Traffic Ordinance, the following highway has been studied and the following speed limits are hereby found most appropriate to facili- tate the orderly movement of traffic and are reasonable and safe.. Highway: Citrus Avenue (between Eureka Street and Wabash Avenue) Date of Study: November 19, 1979 Speed Limits as Follows; 25 14PH for Citrus Avenue between Eureka Street and University Street 35 MPH for Citrus Avenue between University Stree't, and Dearborn Street 40 14PH for Citrus Avenue between Dearborn Street and Wabash Avenue ADOPTED, SIGNED AND APPROVED this 15th day of January, 1980. Mayor of the Cit of Re ATTEST: City EN 'nNEE TNG,- TRAF TC AND SPEED STUDY gr HIGHWAY UND R SURVEY: Citrus Avenue: AREA: Between Eureka; Street and Wabash Avenue DATE OF COMPLETION: November 19, 1979 RECON DAT:tVtY.S: Based upon the facts accumulated in this survey, it is recommended that tho speed 'limits be adopted for Citrus Avenue as follows 1 25mph for Citrus Avenue between Eureka. Street and University Street: 2 3 mph for Citrus Avenue between University Street and Dearborn Street. 3 40mph for Citrus Avenue between Dearborn Strout and Wabash Avenue.: The area of Citrus Avenue between Eureka Street and Redlands Boulevard is currently posted for -25mph. The area meets the requirements of California Vehicle Code section 22352 (h) (1) (Business 17istrCct.) , for a 25mph zoite. The critical speed is 28mp i with a pact: of 20 to 30mph. A speed limit of 25mph will continue to facilitate the safe and orderly movement of traffic The area of Citrus _venue between Redlands Boulevard and University Street is currently posted 25mph. The area meets the re.quircmants of CVC 2202b. ]. (Business District) and CVC; 22352b .2 (School District) . The critical speed was 3 mph with a pace; of 22 to 32mph. The area is heavily travelled with both vehicular and pedestrian traffic and should remain a 25mph zone. The area of Citrus Avenue between University Street and Dearborn Streetis currently posted for 35mp . Although the area between University Street: and Judson 'Street meets the requirements under California Vehicle le Code section 22352 for Business/Residence Districts, the fact that the area has extra roadway width, all intersecting streets are controlled by stop signs and traffic: volume is high. The critical speed was 38mph with a pace speed of 30 to 40mph. A speed limit of: 3mp,b would be appropriate to f<zCr"L:.l K ato tr"le orderly move- ment of traffic and would be reasonable and sale:. The area L"1f Citrin. Avenue between Dearborn Street and Wabash AvC'.i1:ie is currently posted .ior 45 pit. the critical l speed was 84mpil with `: pace speed, of 34 to 441Tph. The area has recently been developed d *,;ith residential. dt.Fe.jiugs along the -;:€irU�"3?: :.�i`I.de and �i: `s curt L"€ nt l €rode development: ::.c"i�.ong,:. the sk�:`�PLh side_. �.!"e roadway i:.`,,: also; s€'.:.�t: as a primary route to Crafton Elementnry School and Moore Junior }s4gh Si.i1C,ol? Taking these facts into consideration, the conclusion is that a recommended speed limit of 40mph would be appropriate to facilitate the reasonable, safe, and orderly movement of traffic. It is recommended that the roadway be sign posted as follows: K Rastbound A. Remain posted 25mph just east of Eureka Street. B. Post 25mph sign just east of Redlands Boulevard. C. Remain posted 25mph just east of Church Street. D. Remain posted 35mph just east of University Street. E. Post 35mph sign just east of Judson Street. F. Remove 35mph sign west of Dearborn Street. G. Remove 45mph sign just east of Dearborn Street and replace with a 40mph sign. 2. Westbound A. Remove 45mph sign west of Wabash, replace with 40mph sign. B. Post 35mph sign just west of Dearborn Street C. Remove 35mph sign at Cardinal Lane. D. Remain posted 35mph east of Grove Street. E. Remain posted 25mph just east of University Street. F. Remain posted 25mph just west of University Street, G. Replace 25mph sign at Ninth Street. H. Remain posted 25mph just west of Orange Street. 3. All existing School Zone warning signs to remain as postcd. Cletas F. 11"aan, Sergeant Traffic Safety Bureau Approved by: Donald C. Poe, Capt,iin operations Division SPEED SURVEY Q WOR SEEET T d HIGHWAY WIL �pJ7 ill ANTSDATE OF SURVEY _Ll2x_,o_p . FILE NUa'zBER t� 3 ,` an--c' DEV LOPM ROADWAY WIDTH 6 ....... ....:.. ... .. .. .. . ...- ._. : .. M%..OJ3SERV9TF,DSmPEED - TIAL ,.�m..,.,.+.« -^M- . EXISTING SIGNED ZONE: �.... PROPOSED STEED 'LIMIT A C C I D N PROP. DM ONLY 1977 ,. LEGEND NON-FATAL , FATAL I'I.R1� SGRVi,Y JURK;S111,EIT ' oAll �. �t b ��C`�.7 *a �P AND DATE OF SURVEY � ..� ;;;;� n J��I�G��/L1j S4 914- ' SCN001- �vvvrr� C"�rn�'us ;±`ILL DEV I,ORG F T Q yet q 7 i TRAT''1 I AVl:1tAC.I DATTAY T A1'VTC', 0 BSit,T V 'D Sill"t'M — ClUTICAI, OBSERIVED PACE, T 1lT LEGEND 9 Df1ii. Oc;i.`t 19 E j ,iON—FATAL I ? I ATAL 1 1 ! g 1 SPEED SURVE'y N wo -11 WORKSREET e7 HIGHWAY NAIME V BETWEEN dvll��Rs ry., AND DATE OF SURVEY FILE NUMBER DEVELOPMENT 1t70_A17WAY WIDT11 tCl GP STRIPED LANES --- OF DIVISION STRIP 5 TT,'AVr1'r q'H',NAL DATA AVERAGE DAILY TRAFFIC OBS]"RVED SP ,D - CRITICAL OBSERVED SPEED EXISTING STGNED ZONE W. pRopo9r,l) SPrut) LIMIT ACCIDENT 19 LEGEND 4LIj- PROP. DAM. ONLY 19 NON-FATAL 19 FATAL t ................. ........... MOTOR VEHICLE SPEED FILE NCL .......... CBSFRVLP: ...... 0 A T F" ...... L 0 C A T 10 N: CALL_ RY�..---.................... ............. ......... ........... ROAD ......--- CHTCKED 5Y: ....... oi no, TOTAL 01 R EC TION,. "WEESS NO ITom -.AL VE F41 CLES VEH� SPEED, V'WCLI-.-S 15 t to t 2 rl -tttl 14L 17 A J-4– 2 Aft ._ :... j .14 4/04 40 T 2 31 34 t Jx 38, - ------------- � ,A4 I A . .. .............. 25 x4 + 24 Z" zo 16 t A 1 ^ww-r I t I I I L 14 : I t— —1 —1 14 _ LEGEND X = PASS CAR TC:TA-5- P =PICKUP Bus --- Avorage Speed.d. pee — .2d�-............. = 2 = I AXLES 3 = 3 AXLES poct� spood X4 4 4 AXLES ovor Poce ......... ............. 5 AXLES 7 ...... % Fo A KVI rq 1'7 X�Ur'd" P<x-3 y M.0 Tofl '. ...:'VEWOLE SPEER . OBSERVER ._ t� ,.�,.. ... �Y DATE: � , �+ TIME S t _.. _ . i LdCA710T�i .� �SLW..��..,....,_....r..........,µ......._,_....:..........,.,....W....................._...........� AtZT x R RMAn CONOITION! _. S EATHE p(-REC7l8Nf Fe L1. 1'G7AL OIi7EC:'1'1Qht: w�. NC7; 70:T4L ' VEFIICLL�S y�'?S. ST'�a;D VEH. SPEED Mph VEHICLES �h y 10 i tl o 20 2S s 5 16 {a $Z e an ab 7$ �G --I I I I J I �e yx 1i 7D Tn 66 T fiG 0# 64: 62 #7E= 4�5f2L I4x A2 Q 40 � LAU 3AAsz IJ , 71-LILL S . o; y xe a x 2A- Z� 2, " x0 0 44 1'i 6 tin !� !#LEGEND TOTALS-a�--- ; SS , I TC7ALS........ ::....._. PASS CAR p a PltxUP V rvZG . 7' AvataGe Spaed '- Avarage i s BUS C'�7!>'7C/41 Cr( icaf Speed Crltical 5pe4d..�.» 1„z: AXLES MCC Cy��1D pocec�� .�... ,sJo...,.. ' ........... ... Sp e Pace.SpROd ...... . ._�. E= J AXLES % iI '1( �/a C Jar" /� I 4h Oydt PnC ,�..! 4 n 4 AXLES Xi bust Pota „ e. a AxL es {;" �f 1n PotF ?` g In Ius:� ',t � A cxLRrq -.:.�f 7.7 `tl. I +'F i.: 'd..ljndM poce ..,.,_.c .f.. Y.+3,...... :. MoTon ;' HOL SPEED Fit.r, . ER t Z1 CSA ........ . CALC, BY, ......... IJI rEC tqN; tits.- TOTALCIr�ECTtCNt + ., r o. Torp,'. M VFHiCL E'S VEH.- SPEED f ph i,ryn Y! titCti' VEt{, rFr�; to 1+t A'.0 7� 92 _ 3 t P _ 74 16 8 64 t t a 5I • t t 4 i 10 _Iwr- 4644 44 47 _ } I so UXa3w _ _ � M1 26 in , 24 +0 t7 ?k a ztl7 20 0, e � is to i s LEGEND X w PASS CAR TOT .:_��..� � ✓ � 9 0U5Avorog t Speed_ .. f�... ......... r"p7 1���•�' ��'�x d�r��� p•r d ..._.;.:. Cr1#tcalSg CF32I <9k`� at 2 AXLES 3 = 3 AXLES Pace speed tp. cn ..crd t + f3GE a = a AXLES %Over t ��`' .max f/ c f ' rlZ § ` S AXLES l.svc r ( orf �.....:.. ...�...1. ...... ......... ca t r e.. c -8= 8 AXLES 7 e f MOTOR UHC SPEED FILA ,ter I CALC. BY .._ ...a_ _..._._.,.... --—_ TIME.,---, J C ��t ,. s At FEATHER:-..... h , :: ,,...,. ROADCONDITION: .. .. . .... .::.,.. . CHECYE�) BY..: : ..,...... ......_ ::_. : ........ CJtf�E `7E N: a Dt G rtO t:� Vt."eF ll , Nod I TO A� NO. TOTAL"ph 11 VENICL> 5 VI-N. SPEED �r"p'� 'IE�iIGt.CS V�Ft. S�'r_c[; io I5 P2 i 1 82 7G 7t1- 7�17470 1 747 .�.�..... }I{ �.. 46 4 F k 44 l 36' 6 4 4 � ax s n cK'l , xa zaT- - PAX J ts za z4 `` t xz 1_ 20 xo _ 14 ;a 4I .. . LEGENDX = PASS CAR t TOT LS. X7.7 J� ;;.:? r ✓,t.,_ t ms= aus 4vetsre Secs .:;._... f..,.. }ttcVia. 2 Avfrroji-� S,>sezl ... 2 2 A X L r s �r. t1i"IG:ttfSlcxal 5£c c C 9 -" 3 AXLES PS ai ..„ .. � c, IlinGr:; ,eed I 4'= 4 AXLES %bvor Pace ...... . " Cv€t F c a 614' S AXLES .. 8'-6 AXLES � a 11 Under��rkCp '..