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1227.pdf �tESOLUTION 1lTO. 1227 A RESOLUTION OF THE CITY COUNCiL OF THE CITY OF ROLL�NG H�LLS, CALIF4RNIA, ADOPTING THE 2018 CITYWIDE ENGINEERING AND TRAFFIC SURVE�. W�REAS, Section 40�03 {l�) of ttze California Vehicle Code states �laat any prosecution for traffic enforcement�hat involves the use of radar or other electronic devices to measure the speed of moving objects shall not b�based on a speed trap;and WHEREAS, California Vehicle Code Section 40802 (c) provides, in pertinent part, that a "speed trap" is defined as a particular section of a highway with a speed limit that is not justified by a valid engineering and traffic survey: "(2)A"speed trap"is either of the following: {A) A particular section of a highway measured as to distance and �vith boundaries marked, designated, ar otherwise determined in order that the speed of a vehicle may be calculated by securing t�e time it talces the vehicle to travel the known distance. {B} (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code ot by local ordinance under subparagraph(A)of paragraph(2)of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and trai�ic survey conducted within one of ttie following�e periods, prior to the date of the alleged vioIation, a.nd enforcement of the speed limit involves the use of radair or any other electronic device that measures the speed of mioving objects: (I)Except as specif�ed in subclause(II), seven years. (II} If an engineering and traffic swvey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traf�c conditions have occurred, including, but not �imited to, changes in adjoining property or lan.d use, roadway wicith, or traf�ic volume, 10 years"; and WHEREAS, the City CounciI of the City of Rolling Hills is autharized to establish speed limits on privately ovvned and maintained roads loca.ted within the boundaries of the City, as specified by Section l 0A 1.020 of the City of Rolling Hi11s Municipal Code;and WHEREAS,the City's Traffic Engineeri.ng Consultant is a registered engineer and has conducted an engineerirxg and trai�ic survey �hich presents recommendations for speed limits on eight (8) street segments in the City; and WHEREAS, the results of the City Traffic Engineex's 2018 survey are �ublished in the Engineering and Traffic Survey dated March 14, 2018. `The 2015 Study is atta.ched hereto as Ea�hibit "A," and incorporated by this reference as though fully set�orth herein;and WHEREAS, the City of Rollin.g Hills does not desire to increase the speed lirr�its on Saddleback Road and Eastfield Drive between Chuckwagon Road and Palos Verdes Drive East as presented in Table 1 of the si�udy based on the findings in the City Traffic Engineer's 2018 survey;and WHEREAS,the City of Roljing Hills does not desire to use radar, laser or other electronic devices to measure the speed of moving objec�s on Saddleback Road azad Eastfield I]rive between Chuckwagon Road a�ad Palos Verdes Drive East as prese�ted in Table 1 of the study based on the fmdings in the City Traff'ic Engineer's 2U 1 S swvey; and -� WHEREAS,the City of�olling Hil�s desires to continue the use o:f radar, laser and other electronic devices to measure the speed of moving objects for six out of the remaining eigh#streets or segments listed in Table 2 of the study (not including streets on Saddleback Road and Eastfeld Drive between Chuckwagon Road and Pa1os Verdes Drive East as presen�ted in Table 1 of the study}in ord�r to protect the lives an.d�roperiy of n�aotorists utilizing City streets and to improve enforcement of speed limits within the City of Rolling Hills. NOW, THEREFORE, BE IT 12ESOLVED tbat the City Council of the City of Rolling Hills does hereby fmd, determine and resolve as follows: SECTION 1. The City Council of the City of Rolling Hills approves and adopts the 2018 Engineering and Traffic Survey as prepared and submitted by Willdan Engineeri.ng, which is incorporated by reference as though fully set forth herein and attached hez�eto a.s E�ibit"A". Resolution No. 1227 �1- SECTION 2. Pursuant to the require�nents of s�bsection (c} of Vehicle Code section 40802, the 2018 Survey shall be effective for a period of seven years and shall ea�pire on the 10�`day of July 2025. SECTION 3. This Resotution replaces and supersedes Resolutian No. 1115, and all subsequent Engineering and Traff'ic Suiveys, establishing the prima facie{posted)speed limit. SECTION 4. The City Clerk shall attest to the passage of this resolution and it shall thereupon be in full force and effect. PASSED,APPROVED,AND ADOPTED this 13t1a day of Auguat 2018. c May r ATTEST: - � Yv e Hall ' City Clerk Resolution No. 1227 -2- STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) SS C�TY OF ROLLING HILLS ) The foregoing Resolution No. 1227 entitled: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROLLING HILLS, CALIFORNZA, ADOPTING THE 2018 CITYWIDE ENG�NEERING AND TR.AFFIC SURVEY. �-� was approved and adopted at a regular r�aeeting of the City Council on August I3, 2018, by the following roll call vote: AYES: Dieringer, Mirsch a�nd Wilson. NOES: None. ABSENT: Black and Pi�per. ABSTAIN: None. �i�� Yv tte Hall � � City Clerk Resolufion Na. 1227 -3- EXH[BIT A (E&T SURVEY) Resolution No. 1227 -4- � . � r ■ �n 1��r�� . � �,�� T`�� a��e� � _ Marcl� ��1� �NG!lY�RIfVt311ND �12AFFlC�flR1/�Y �� :�e�'��. - �..,�.,. � �.� � ..�....�.�" � � �f�� .�.� �..� - - - __ �.�. �� .........��- _ -� .,m - � i�y 13'�y� 1�� rr�M r ..Y�� _ '. ,�__ _ ��'T.«".^�W�..r�i_�:is�.. -}:::j:4'��s — — F�►� �HE ��ry o� __ �� a� , �r a � O 1 "f� � � � � � �� , �f.. �+� � � ,� ,�wnrr w.. �� Prepa�ed by: . � 1N� L�.[�,A�N . . Engin�ering Resoiution No. 1227 -5- �W�LLDAN �ding Engineerir�g ' r�acn March 14, 2018 Mr. Raymand R. Cruz Ci#y Manager City of Rolling Hills No. 2 Portuguese Bend Road Rolling Hills, CA 90274 Subject: 2018 Engineering and Traffic Survey Dear Mr. Cruz: As re�uested, Willdan has completed an Engineering and Traffic (E&T) Survey to justify and upcfate the posted speed limits along 8 street segments in the City of Roiling Hiils. These segments were last surveyed in 201�, and require an up�ate to comply with the 7- year limitation set forth i� the California Vehicle Code (CVC). We are pkeased to submit the enclosed Report that describes the E&T survey procedures and contains recommendations for posted speed limits on the City's arterial and coUector street system. A summary of #hese recommendations is included in the Analysis. Supporting documentation for each speed zone recarnmendation is providecf in the Appendices. The Report was conduct�d in accordance with applicable pro�isRans of the CVC, following procedures outlined in the Caiifornia Manual on Uniform Traffic Control Devices{Califorr�ia MUTCD} dated April 2017, and as required by Section 627 of the CVC. Th� Repart is intended to satisfy the requirements of 5ection 40802 of the CVC to enable the cantinued use of radar for trafFc speed enforcement. We appreciate the opportunity to serve fhe City of Rolling Hills an� the assistance and cooperation afForded #o us during the course of this study. Very truly yours, WI LLDAN Q�oF�ss�� Q�oF�sstq� �ti��55A ,yG ,�!^ �� r�SA � f+ � � �o��= � ��' �o�% �,�', � N �+ � � t-� �+ �,r,j,�,�" � N0. 61�3 � � ND.4341 � * f1fP. 06-�0-19 # '* E�fP. t16-3Q-18 * Vanessa Munoz, P.E., T.E. sr �� sr � c, � Traffic Engineer 9�F �r v�4 0�� 9,.�, RA�� '` o�� aF CA�� f CA�� Enclosure �ngineering � Oeotechnical � Envlmnmentel � Sustainebllity � Flnaacial { Homefand SecLriry �•g�-� I �•�S•� I ��562.8952120 J 13191 Crossroada Parkway Nprth,Su�e 4p5,Induslry,CA 91746�443 www.willdan,com Resalution No. 1227 -6- TABLE �F CONTEf�TS P_aae IPITRODUCTION........................................................................ ...--- 1-2 Elemer�ts of the Eng�neering and Traffc Sunrey........................................ 2-3 SURVEY C�NDlTIONS............................................................................... 4 Su�vey Lacations....-�.............................................�.................................... 4 �Data Coflection.......................................................................... .......... 4 ....... SpeedData ........................�.........................................---....................... 4 CollisionData ......................................................................................... 5 FieldReview Data .................................................................................. 5 ANALYSIS ..................................................:................................................ 6 Criteria........................................�--.........................,................................... 6 Resufts and Recommendations................................................................. 6-7 Table 1-Street Segments With Recommended Speed Changes............... 8 Table 2-Summary of Recommendations.................................................... 9 Segments with Special Conditions............................................................. 1'0-11 LEGiSLATIVE REFERENCES .................................................................... 12 Applicab�e Sections of California Vehicle Code ......................................... 12-17 APPENDIX A - Streef Segment Data APPENDIX B - Radar 5peed Dis�ribution Forms - Raw Radar 5peed Distribution Forms APPENDIX C - Survey Equipment Used 2078 Errgineerrng and Traffrc Survey Cify of Ro!ling Hills Resolution No. 1227 -7- INTRODUCTION This Engineering and Traffic (E&T} Survey is intend�d to be the basis for the establishment, revisian, and enforceme�t of speed limits far selected streets wi#hin the City of Rolling Hills. This E&T Survey pres�enfs recomm�nded speed limits for 8 street segments in the City of Rolling Hifls. E&T Surveys are required by the Stafe of CalEfomia to establish i�termediate speed limits an local stree#s and to enforce those limits using radar or other speed measuring devices. These surveys must be updated e�ery 5 or 7 years to ensure t�e speeds reflect current conditians as dictated by the Cafifornia Vehicle Code (CVC}, The CVC also requires that the surveys be conducted based an the methodology required by The Califor�ia Manual on Uniform Traffc Controf Devices{Cali#ornia MUTCD) da#ed A�ril 2017. The survey was requested by the City far the proper posting af speed limits and ta enable the Sheriff's Department to utilize radar or other electronic speed measuring de�ices for speed enforcement. CVC Sections 40801 and 40802 require E&T Surveys that verify the prima facie speed limit before er�forcement by such a de�ice is iegal.�The law further specifies that these s�arveys be conducted e�ery 5 years. Th�sur�eys can be extended to 7 years provided the City's police officer(s) ha�e com{�leted a 24-hour radar operator course[CVC 4�802(c}(2)(B)(i)(I)]. Additional[y, some surveys may be extended to 10 years if a traffic engineer certifies fhat no changes in raadway or traffic cor�ditions�ave occurred [CVC 40802 {c}(2}{B)(i){II)]. These provisions assure that postec� speed limits are kept reasonably current, The E&T Surveys far the City were conducted in accordance with procedures outlined fn fhe Califarnia MUTCD dated April 2017 and as required by Section 627 of th� CVG. The Code further dEscribes three elements of an enginesring and traffic survey: �. Measurement of pre�aifing speed; 2. Accident history; and 3. Roadway characteristics not readily apparent to the motorist. Posted speed limits are established primariiy to protect the g�neral public from the reckless and u��redictabie beha�ior of dangerous drivers. Tl�ey provide law enfarcement with a clearly understood method to identify and aPprehend violators of the basic speed�aw(CVC Section 22350). T�is law states that"Na person shafl d�ive a �ehicle on a highway at a speed greater than is reasonable or priaden# ha�ing due regarc! far weather, �isibility, the traffic on, and the surface and width of tF�e highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning af the basic speed that is reasonable and prudent �nder typical driving conditions. , � � ��I�IiP�� 2098 Engineerrng and Tra�c Survey � Cify of Rolling Hills Resolutian No. 1227 -8- The basic f�ndamentals#or es:ablish�ng speed limits recognize that the majority of dri�ers behave in a safe and reasonable manner, and ,therefore, the normal�y caref�l and comp�tent actions of a reasonable dri�er should be considered legal: Speed limits established on these fundamentais conform to the consensus #hat thase who drive the highway d�termine what speed is reasonabie anci safe, not an the judgment of o�e or a few individuais. A radar speed study is �sua�ly used ta record the prevailing speed of r�asonable dri�ers. Speed limits are alsa estabfished to ad�ise dri�rers of conditions which may not be readily �--- ap�aren� ta a reasonable driv��. For this reason, accident history, roadway canditions, traffic characteristics, an�land use must also be analyzed befare determining speed�imits. Speed limit changes are usually made in coordination with physical cha�ges in roadway conditions ar roadside developmer�ts. Unusually short zones of iess than one-half mile in length shaufd be avoided to reduce dri�er confusion. Rdditionally, it is generafly accepted that speed limits cannof be successfully enforced without�oluntary compiiance by a majority of drivers. Conseq�ently,only the driverwhose behavior is cfearly out of lir�e wifh #he normal flow o# traffic is usually targeted for enforc�me�t. ELEMENTS OF THE ENGINE�RING AND TRAFFIC SURVEY The California MUTCD dated April 2017 speci�es the methodology ta be used for corr�pleting E&T 5ur�eys. This methodofogy includes an evaluation of current �ehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of t�he Engineerir�g and Traffic Survey are discussed in more detail as follows: Speed Sampling Existit�g �ehicle speeds are surveyed by a certifred radar o�erator with a ealibrated radar unit in an unmarked vehicle. Speed samples are taken far each segment representing a statisfically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key �lement ir� fhe evaluafion is the identi�ication of th� 85th percentile speed. The 85"' percentiie speed is the speed at or befow which 85 percenf of the #raffic traveis. This threshold represents what is historicaily found to b�a safe and reasanable speed for most �rivers �ased or� comman roadway conditions. Therefore, a speed limit is estabfished at the nearest 5-mile per hour {mph} increment to th� 85th percentile speed, except as sho�m in the two options below. Options: 1. T�e posted speed may be reduced by 5 mph from fhe nearest 5 mph increment of the 85th-percentile speed, in compliance wi#h CVC Section 627 and 22358.5. 2. Far cases in which the nearest 5 mph increment of the 85�"-percentile speed would require a rounding up, then the speed iim�t may be rounded down to the nearest 5 mph increment below the 85t" percentile speed, if no further reduction is �sed Refer to CVC Section 21400(b}. 2098 Engineerrng and Tra�c Su�vey 2 City of Rolling Hi115 Resolution No. 1227 -9- If the speed limit to be posted has had t�e 5 mph reduction applied, then an E&T Survey shall document in writing the conditions and justi�ication for the lower speed limit. The reasons for the lower speed limit shall be in compiiance wifh CVC Section 627 and 22358.5 The following examples are pro�ided to explain the appfication of these speed limit criteria: A. Using Optian 1 a�o�e and first step is ta round down: If the 85t"percentile speed in a speed survey for a location was 37 mph, then the speea limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be retluced by 5 mph to 30 mph if conditions and justificatior� for using this lower speed limit are documented in the E&T Survey. B. Using Opfian 1 above and firs#step is to round up: If the 85� percer�tile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closes# 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the condifions and justification for using fh�s lower speed limit are documer�#ed in the E&T Survey. C. Using Option 2 above and first step is to round up: If the 85'" percentile speed in a speed survey for a locatian was 33 mph, instead of raunding up to 35 mph, the speed limit can be estabiished at 30 mph, but no further reduct�on can be applied. Collision History Reported coliisions are reviewed for each street segment to determine if t�ere is a higher than average rate of collisions. A segment that has an abo�e-a�erage callisian rate typically suggests conditions that ar� not readily appa�ent to motarists. A summary af the collision rates for the S surveyed street segments is provided in Table 2. Conditions Not R�adily Apparent To Mo#orists Each street segment is fiefd ins�ected to identify roadway co�ditians t�at may nat be readily apparent to motorists. A determination is made whe#her any conditions are significant and warrant the recommencfation of the speed limit 5 mph or more below the basic speed limit. �t is important to note that the California MUTCD dated April 2Q97 recommends exercising great care when establishing speed �imits 5 tnph or more below the basic speed limit. 2018 Engineering and Traff'rc Survey 3 City of Rolling Hills Resolution No. 1227 -10- SURVEY COIVDITIORlS SURVEY LOCATIONS The�racedures described below describe the criteria and methods�sed to survey selected streets within the City of Rolling Hills. The specific location af the radar speed survey for each street segment was selected after considering the follawing: 1. Minimum stop sign and traffic signal infl�ence. 2. Minimum �isibiliiy �estrictions. 3. Non-congested traffic flow away from intersections and driveways. 4. Minimum inffuence from curves or other roadway conditions thafiwould affect the normal opera#ian of a vehicle. DATA COLLECTION Data o# existing cor�ditions was obtained including prevailing speed of vehicles, traffic COIII510t15, visibility restrictions, and roadway conditions within the community. Speed data and feld reviews were conduc�ed at 8 locations during the month af No�ember 2017 Speed Data Radar speed measurements were conducted at 8 lacations dunng the month of November 2017. The radar speed distribution fo�ms are in Appendix B. Ail surveys were conduc#ed in good weather conditions, during off-peak hours an weekdays. The radar unit was operated from an unmarked vehicle to minimiz� any influence on driver behavior. Typically, a minimum sample size of 1 QO�ehicles or the#ota! samples during a maximum period�of 2 hours were obtained for each segment. Traffic speeds in both directions were recorded for indi�idual segmer�ts. 2078 Engineering and Traf�ic Sunrey 4 City of Rolling Hills Reso�ution No. 1227 -11- Calfision Data Collisian data was ob#ained firam Los Angeies County's SherifPs Department's Coilision Summary Report. For this study, collision data was used from the latest 4 years of reported accidents from January 1, 2013 to December 31, 2016. The coflision rates for #he 8 segments are ex�ressed in accidents per millian vehicle miles{AIMVM).To caEculate these rates,24-hour traffic�olumes were collectec!for each street segment.This infarmation was then entered into the following farmula to determine fihe collis�on rate: ��ooa,oao R= ' tx365 d�� xlxv year A = Number of midblock collisior�s o�er t�me period R= Collision Rafe (accidentslmillior� �ehicle miles) t= Time Period Co�ered (in years} 1= Length af Segment (miles) v= Traffic Volume (average daily traffic) The segment collisian rate was then campared to the average statewide collision rate.The a�erage statewide collision rates were obtained frorn 2014 Callision Data on California State Highways published by Caltrans. Field Review Data A field re�iew was conducted for each af the sefected street segmen#s in the City wifh consideration for the following factors: �. Street width and alignment (design speed); 2. Pedestrian acfiivity and traffic flow characteristics; 3. Number of lanes and other channelization and striping patterns; 4. Frequency of intersections, dri�eways, and on-street parking; 5. Location o�stop signs and other regulatory traffic co�trol dev�ces; 6. Visibility obstructions; 7. Land use and proximity to schoa�s; 8. Pedestrian and bicycle usage; 9. Unifarmity with existing speed zanes and fhose in adjacent jurisdictions;and 1 D. Any other unusual condition not readily apparent to the driver. 2018 Engineering and Tr��c Survey 5 Cify of Rolling Hills Resalution No. 1227 -12- A�lALYSIS CRITERIA Survey data was compiled ar�d analyzed to determine the recommended speed fimit in accordance with sev�ral criteria contained �n the California MUTCD dated April 2017. Some of the criteria used are. -- A. The crRticaf speed or ��th percentile speed is fhat speed af or below which 85 perce�t of the traffic i� moving. This speed is the baseline value in determining what#he majority of dri��ers befie�e is safe and reasanable. Speed limi#s set higher than th� critical speed are not cansidered reasonable and safe. Speed limits set lower than the criticaE sE�eed make a large number ofi reasonable dri�ers"unlaw��l," and do no#facifitate the orderly flow of traffic. The"basic speed limit" is the nearest 5 mph increment to the 85th percentile speed. B. The 10 rnile �er hour(mp�) pace speed is the 10 mph increment that contains#he highest percentage of r�eh�cles. It is a measure of the dispersion of speeds across �he range of the sampies surveyed. An accspted practice is to kee�the speed limit within the 10 mph pac�while cansidering the critical speed and other factors that might require a speed i�wer than the criticaf s�eed. C. The collisian rate for e<�ch street segment is compared to average coilision rates that can be reasanably expected to occur on s4re�ts and highways in o�her jurisdictions, in proporti�n to the vafume af trafFc �er lane mile. These average collisian rates ha�e been developed by the State of Califorr�ia and are considered reasonable for use in ths City of RoRing Hilfs. RESULTS AND RECOMMENf)ATIONS The E&T Survey Forms, presented in Appenclix A, illustrate resuits of a thorough e�aluation of the avaiiable data and recommend a speed limit for eact� street segment --LL surveyed. A complete summ�ry af all recommendations is showrt in Table 2. In each case, the recommended spe�d limit was consistent with the prevailing behavior as demonstrafed by the radar sp€:ed measurements. Typically, a speed limit in the upper range of the 'f 0-mile pace was selecfed unless a collision rate significantly higher than expected was discavered or r�adway co�ditions not readiEy appa�ent to the dri�er were identified. Any segments with recommended s�eed limits 5 mph or more below the basic speed limit are fully exp�ained later in this report. The Legislature, in adopting Sectian 22358,5 of tY�e CVC, has made it clear that physical conditions, such as width, curvature, grade and surface conditions, or a�y other condition readily apparen# to a dri�er, in the absence of other factors, would not be th� basis fo� special downward speed zoning. � !n these cases, the basic speed iaw (CVC Section 22350} is sufficien#to regula#e :�uc� conditions. The recommendations cantaine� in this Report are intended tn establish p�ima facie speed limits. The are not intended to be absolute for afl revailPn condifions. Afl prima facie 2018 Engineering and Traffic Survey � City of Rolling Hills Resol�tion No. 1227 -13- speed viofations are actuaily�ialations of the basic speed law(CVC 5ection 22350). This statute states that a person shall not drive a vehicle at a speed greater than is safe havir�g regard for traffic, roadway, and weather cor�ditio�s. A prima facie limit is intended to establish a maximum safe speed under norma[ candEtions. Table 1 ider�tifies the street segments with recommended changes in posted speed limits and Tabie 2 summarizes the recommendations for all surveyed segments. 2018 Engineering and Tra�c Suniey � Crty of Rolling Hills Resolution No. 1227 -14- � '. ,' � Ti48LE�'� � �---^----.-: - . � � �TI��E'T��fT��"!�°�'E��fD�� l�� :��r�et� ` .. : ��noiri' ;.�� ., ...�.. } t ., �-.�.-.�__�__ " r.�� _ Tc�:� �� •� . � . .. . ., ,� , .. ,� 4 Eastfield Drive Chuckwagon Road Palos V�rdes Drir�e East 25 3p ' �� 7 Saddleback Road Poppy Trail Portuguese Bend Road 25 3Q -r 5 NP= Not Posted PL=Post Limit $ 20'I8 Engineering and Traffic 5urvey City of Rolling Hills Resolution No. 1227 -�.5- . N N N � m , . . � c c Z x o p p � ' � Q Q � c 4 ''�r,� , ��-, Q ❑ O � t�`o � ❑ � `' V U U c � ~ � �.' m � T :: "��:�, f �x � j � « � � �� R U '''� ."�.4' :'.��Q g � � U_N � ' f� � � a o � , - , . '.' .` ` .F,C, N U c U "� , .,:, � O O a� �� ' � � � W �y � � .r i ".'„ (� V (� a r I! II O 5 Y.. 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'� �v � � c�a � 0 � 'v N -� U � �� . � p � � � � � � p � � � c� • � � `. � �C v�� irn� E� _. � � N N N � .�.� 7 "� 7 'O � '� � 17� 4�` r 4. � �� N � O CC1 O N f�6 O O �a ; ' v� U � U w w am � m cn � cn �, � . � � � h M `ct � �D 1� Op �t�v s • t Resolution No. 1227 -16- SEGMENTS WITH SPEClAL CONDiTIONS The following segments surveyed had recommended speed fimits that were 5 miles per hour (mph) or more below the critical speed due#o conditio�s r�o#readily apparent fo the dfi�er. �ach segment is discussed below. 5egme�t#�f -Crest Road West-West City �imit to Po�tuguese Bend Road Th�s segment is currently posted at 30 mph and has 1 thro�gh lane in each dir�ction with an ADT of 1,938 vehicles per day. The adjacent land use is rural residential and equestrian nature in a flat to rolling terrain. The critical speed is 37 mph a�d would normally justify a 35 mph posted speed limit. However, due to vertical and horizontal curves, various hidden driveways, and equestrian traffic tl�at may not bs apparent to unfamiliar drivers, a lower s�eed limit is prudent. It is �ecommended that fF�e speed limit r�main a�30 mph for the above reasons. Segment#2 �- Crest Road East-Port�guese Bend Road to EastField Drive This segmer�t is ci�rrentiy posted at 30 mph and has 1 thraugh lane in each direction with an ADT of 1,825 vehicles per day. The adjacent land use is rural resider�tia� and equestrian nature in a flat to roliing terTain. The critical speed is 37 mph and would normally justify a 35 mph posted speed limit. How�ver, due to vertical artd horizontal curves, various hidden driveways, and equestrian traffic that may no# be ap�arenf to unfamiliar drivers, a lower speed limit is pr�dent. It is recommer�ded that the speed limit remain at 30 mph for#he aba�e reasons. Segmen##3 - Eastfeld Drive -Cr�s� Raad to ChucMcwagon Road This segmer�t is c�rrently posted at 25 mph and has 1 through iane irt each direction with an ADT of 1,008 vehicles per day. The adjacent land use �s rural residential and equestrian in a mountainous terrain. The critical speed is 32 mph and would normally justify a 30 mph pasted speed limit. However, due to vertical and horizontal curves, various hidden driveways, and equestrian traffic f�at may no# be apparent to unfamiliar drivers, a lower speed limi�is prudent. It is recommended thaf the speed limit r�main at 25 mph for the above reasons. Segment#5- Portugu�se Bend Road-Crest Road EIW to Poppy Trail T�is segment is curren#ly posted at 30 mph and has 1 thraugh lane in eacl� direction with an ADT of 1,728 vehicles per day. The adjacent land use is rural residential and equestrian nature in a mountainous terrain. The criticaf s�eed is 35 mph a�d would normally justi�Fy a 35 m�h posted speed limit. However, due to �ertical and horizontal curves, vanous hidden driveways, and equestrian traffic that may not be apparent to unfiamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 30 mph for the above reasons. 2098 Engineering and Traffic Survey �� City of Rolling Hills Resolution No. 1227 -17- Segment#6— Po�tuguese Bend Road — Poppy Trail to SaddEeback Road This segmer�t is currently posted af 30 mph and has 1 through lane in each direction with an ADT af 1,978 vehicles per day. The adjacent land use is rural resicient�al and equestrian nature in a mountainous terrain. The critical speed is 36 mph and would normally j�stiiy a 35 mph posted speed limit. Howe�er, due to verticaf and horizontal curves, various hidden dri�eways, and equestria� traffic that may not be ap�arent to unfamiliar drivers, a lower speed limit is prudent. It is.recommended tl�at the speed limit remain at 30 mph for the above reasons. 201$Engineering and Traffc Survey �� City of Ro!ling Hi!!s Resolution No. 1227 -1$- LEGISLATIVE REFEREI�CES APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CQDE SECTION 9. Section 627 of the Vehicle Code: Sectior�627. ; (a) "Engineering and fraffic survey,"as used in this code, means a survey of highway and traffic co�ditions in accordance with methads determined by the DeparEment of Transportation for use by state and locai au�horities. (b) An engineering artd traffic survey shall include, among other requiremen#s deemed necessary by the department, consideration of all of the following: (1) Prevailing speeds as cfetermined by traffic engineering meas�rements. (2) Accident records. {3) Highway, traffrc, and roadside conditions not readily apparent to the driver. (c) When conduc#ing an engineerrng and traffic survey, local authorities, in addition to t�e factors set forth i�paragraphs(1)to(3), inclusive,of subdivision (b)may consider all of the following: ('�) Residential density, if any o�the following conditions exist on ti�e particulaT portion of highway and the p�operty contiguous thereta, other than a business district: a. Upon one side of the highway, within a distance of a quarter of a mife, the conti�uous property fronting thereon is �occupied by 13 or more separate dwe�ling houses of business structures. b. Upon both sides of the highway, collectivefy,wi#hin a distance of a quarter of a mile, tf�e contiguaus praperty Fronting thereon is occupi�d by 96 or more separate dwelling houses or business structur�s. c. The portion of i�ighway is longer than ane-quarter of a mile but has the ratio of separate dwelling houses or business structures to the iength of the highway described in �it#�er subparagraph {A)or(B). (2) Pedest�ian and bicyclist safety. Section 214d0. (b) 7he Department of Transportation shall revis� the Califiornia Manual on Uni#orm Trafific Control Devices, as it read on January 1,2012,to require the Department of Transportation or a focal authority to rourtd speed i�mits to the nearest fve mifes per hour of the 85th �erce�tile of tF�e#ree-flowing traffic. Nowever, in cases in which the speed limit needs to be rounded up to the nearest frve miles pe� hour increment of the 85th�percen#ile speed, #he Department of Transportation or a local authority may decide to instead round down the s�eed limit ta the lower five miles per hour Pncrement, but then the Department of Transportatian or a loca!authority shaf!not reduce the speed limit a�yfurther farany reason. Basic Speed Law 22350. No person shall clrive a�ehicle upon a highway at a speed greater than is reasonable or pruder�t having due regard for weather, visibility, the traffic on, and the suriace and width of, the highway, and in no e�ent at a speed whic� endangers the safety of persons ar property, 2078 Engineering and Traf�ic Survey �2 City of Rolling Hi!!s Resolut�on No. 1227 -19- Speed Law Violatians Section 22351. (a) 1"he speed ofi any vehicle upo� a highway not in excess of the limits specified in Section 22352 or established as autf�orized i� this code is lawFul unless clearly proved to be in violatian of the basic speed law. (b) The speed of any vehicle upon a highway in excess af the prima facie speed limits in Sec#ion 22352 or established as autharized in this code is prima facie unlawful unless the defendant esta�lishes by comp�tent evidence that the speed in excess of said limits did not constitute a violation of tt�e basic speed law a#the time, place and under the conditions the� existing. Prima Facie Speed l�imits Section 22352. The prima facie limits are as foilows and shall be applicable unless changed as authorized in this code and, if sa changed, only when signs ha�e b�en erecf�d giving no#ice thereof: (a) Fi�teen miles per hour: (9} When traversing a raifway grade crassing, if during the last 100 feet of th� appraach to the crossing the driver daes nat have a clear and unobstruct�d view of the crossing and of any traffic an the railway for a distance of 400 feet in both directioRs afong such railway. This subdivision does nat apply in the case of any railway grade crossing where a human flagman is on duty or a cfear�y visible electrical or mechanical railway crossing signal de�ice is instaffed but does not then indicate the immediate approach of a railway train ar car. (2) When tra�ersing any intersection of highways, if during the last 700 feet ot the driver's approach to the inters�ction, the driver does not have a clear and unobstructed view of the intersecfion and af any traffc upon afl of the higf�ways entering the intersection for a distance of 100 feet aiong all those highways,except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic contro!signais. (3) On any alley, (E�) Twer�ty-five miles per haur: (1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by locaf authority under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereflf, contiguous to a highway and posted with a standard"SCHOOL"warning sign,while children are going #o or leaving the school either during school hours or during #he noon recess period, The �rima facie limit shall also apply when appraaching or passing any school grounds which are nat separated from the highway by a fe�ce, gate or o#her physical harrier while the grounds are in use by children and the highway is �osted with a standard "SCHOO�" warning sign. For purposes of this subparagraph,standard"SCHOO�"warning signs may be placed at any distance up to 500 feet away from school gro�nds. 2018 Engineering and Traffrc Survey 13 City of Ro!ling Hills Resalution No. 1227 -20- (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway end posted with a standard "SENIOR"warning sign.A local authority may erecta sign pursuantto this paragraph when the local agency makes a determinatian that tFte proposed signing should be implemented.A locai authori#y may request grant funding from the Pedestrian Safety Account{�ursuant to Section 894.7 of the Streets a�d Highways Cade, or any other grant funding available to it, and use that grant funding to pay far #he erection of those signs, or may utilize any other funds available ta it to pay for the erectio� of those signs, including, but not iimited to, donations from private sources. �� 6ncrease of�ocal Speed �imi#s to 65 IWiles Per Hour Section 22357, (a) W�enever a locaf authority determines upon the basis nf an engineering and traffic survey that a spesd greafier than 25 miles per hour woufd facilitate the orderly movement of vehicular #raffic and would be reasanable and safe upon any street other than a stafe highway otherwise subjecfi to a prima facie iimit of 25 miles per hour,the local authority may by ordiroance determine and declare a prima facie speed limit of 30, 35,4D,45, 50, 55 or fi0 miles per F�our or a maximum sp�ed limit of 65 rniles per hour, whichevar is found most appropriate to facilitate the orderly movement of traffic and is reasonabRe and safe. The declar�d prima facie or maximum speed iimit shall be efFective when appropriate signs gi�ing nvfice#hereo�are erected upon the street and shal! not ther�after be revised except upon the basis of an engineenng and traffic survey. This section cfoes not apply to any 25 mile per hour prima facie limit, which is applicable when passing a schoo! bUilding or the grounds thereof or when passing a seniar center ar other facifity primarily �sed by seniar citizens. (b) T�is section shall become operative on the date specified in subdivision (c) of Sec#ion 22366. Downward Speed Zoning - Section 22358,5. It is the intent of the Legislature that physical conditinns such as width,curvature,grade arod surtacE: conditions,or any vt�er condition readily apparent to a dr�ver, in the absence of other factors,would not req�ire speciaf downward speed zoning, as the basic rule of Sectio� 22350 is sufficient regulation as to such conditions. Boandary Line Streets Sectifln 22359. With respect to boundary fine streets and hig�ways wf�ere portions thereof are within different jurisdiction5, r�o ordinance adopted under S�ctions 22357 and 22358 shall be ef�ecti�e as ta any such portion untif all authorities having jurisdic#ion of the portions of the street concemed have approved the same. This sectian shali not apply in the case of bo�ndary line streets consisfing of separate roadways within different jurisdictions. 5peed Trap prohibifion Section 40801. 2018 Engineering and Tra�c Survey 14 City of Rolling HiNs Resolutioz�No. 1227 -21- No peace officer or other person shail use a speedtrap in arresting, or participating or assis#ing in the arrest o�, any person for any alleged violation of this code nor shall any speed trap be used in s�curing evidence as to tf�e speed of any�ehicle for the purpose of an arrest or prosecution under this code. Speed Trap Section 40$02. (a) A"speed trap" is either of the following: (1) A particular section of a highway measured as to dista�ce and with boundaries marked, designated, o�otherwise determined in order thafi the speed of a vehicle may be calculated by securing the time it takes tF�e vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed lirnit that is provided by this code or by local ordinance under subparagraph {A) of paragraph (2)of subdivision (a)of Sectian 22352,or estabfished under Section 22354,22357,22358,or 22358.3, if that prima facie speed limit is not justified hy an engineering and #raffic sur�ey conducted within five years prior to the date af the alleged violation,and enforcement of the speed limit involves the use ot radar or any other electronic d�vice tha# measures the speed af mo�ing object. This paragraph does not apply to a iocal street, road, or school zone. (b)(1) �or purposes of this section, a locaf street or road is one that is functionally classified as "localU on the "California Road System Maps," that are approved by#he Federal Highway Administra#ion and maintained by the Departmenf of 7ransportation.When a str�et or road does not appear on the"California Road System Maps,"it may t�e defned as a"focal street or road"if it primarily provides access to abutting residential praper#y and meets the following three conditions: (A) Roadway width of not rnore than 40 feet. {B) Not more than one-haif of a mile of unin#errupted fength. Interruptions shall incfude official traffic controi signals as defined in 5ection 445. (C} Nat more than one traific lane in each direction. (2) 4�or purposes of this section"schoof zone"means that area approaching or passing a school buiiding or the grounds thereof that is contiguous to a highway and on which is pos#ed a standard "SCHOOL"warning sign, while children are going to or leaving the school either during school hours orduring the noon recass period. "School zone"also includes the area approaching or passing any schoof grounds that are not separated from the highway by a Fence,gate, or other physical barrierwhile the graunds are in use by children if that highway is posted with a standard "SCHOQL"warning sign. (c)(1) When all tl�e foilowing criteria are met, paragraph (2)af this subdivision shafl be applicab�e and subdivision (a) shall not be applicable: (A) When radar is used,the arresting officer has successfully corr�pleted a radar operator course of not less than 24 hours on the use of police traffic radar, and the cours� was approved and certified by the Commission on Peace Officer Standards ancf 7raining. 20/8 Engineering and Ti�a�c Survey �� City of Rp!ling Hrlls Resolution No. 1227 -22- {B) When laser o.r any other electronic device is used to measure the speed of moving objects, the arrestir�g officer has successfully completecf the trainir�g required in subparagraph (A) and an additianal training course of not less than two hours approved and cer�ified by the Commission on Peace O�cer Standards and Training. {C)(i) The prosecution pro�ed that the arresting officer complied with subparagraphs (A} and {B) and that an eng�neering and tra�ic survey has been conduct�d in accordance with subparagraph (B)of paragra�h (2). The prosecution proved that, prior to the o�cer issUing the notice to appear, the arresting officer established that the radar, faser, or other efectronic device conformed to the reauirements of sub�aragra�h (D}. (ii) The prosecution praved the speed of the accused was unsate for the canditipns present at the time of alleged viofatio� unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or ather efectronic device used to measure the speed af the accused meets or exceeds the minimal operational standards of the National Traffic HigF�way Safety Administration,and has been cafibrated within the three years prior to the date af the alleged violation by an independent certified iaser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following: (A} A particular section of a highway measur�d as to dis#ance and with boundaries marked, designated, or otherwise deter�nined in order that the speed of a vehicle may be calcuiated by securing the time it takes the vehicle to travel the known distance. (B)(i) A{�articular section of a higt�way or state higF�way with a prima facie speed limit that is provided by this code or by laca!ordinar�ce under subparagraph(A) vf paragraph (2)af subdivision (a)of Sectfon 22352, or es#ablished under Section 22354,22357, 22358, or 22358.3, if#hat prima facie speed limit is not justified by an engineering and traffic su�vey conducted witi�in one of the folfowing time periods,prior to the date of the alleged violation, and enforcement of speed limi#involves the use of radar or any other electronic device#hat msasures the speed of moving objects: -- (I) Except as specified in subclause �li), seven years. (If) If an engineering and traffc survey was conducfed more than sev�n years prior to the date of the alleged vialatian,and a registered engir�eer evaluates the section of the highway and deterrnines that no si.gnifican# changes in roadway or traffic conditions have occurred including, but not limited to, changes in adjoining property or land use, roadway wfdth, or traffic volume, 10 years. (ii) This subparagraph does not apply to a Iocal street, road, or school zone. Speed Trap Evidence Section 40803. (a) No evid�nce as to the speed of a vehicle upon a highway shalf be admitted in any court upon the trial of any person in any prosecutian under this code�pon a charge involving the speed 2018 Enginee�ing and Tralfrc Survey �� City of Ralling Hrlls Resolutian No. 1227 -23- of a�ehicle when the e�idence is based upon orobtained from or bythe maintenance or use of a speed trap. (b) In any prosecution under this code of a charge in�olving the speed of a �ehicle, where enforcement invof�es the use of radar or other electronic de�ices which measure the s�eed of moving objects, the prosecution shall estabiish, as part of its prirria facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph(2) o�subdivision (a) of Section 4Q802. (c) When a traffic and engineering�survey is required pursuant ta paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date af the alleged violation or evidence that the offense was cornmitted an a local street or road as defined in paragraph(2)af subdivision (a)of Section 4Q802 shail constitute a prima facie case that the evidence or testimony is not based upo�a speed trap as defined in paragraph (2) subdi�ision (a}of Section 408D2. 20�$Engineering and Tra�c 5unrey 1� CItX af Rolling Hills Resolutian No. 1227 -24- �� t�A �� Sta�ee� Segment Data 2018 Engineering and Tra�c Survey City af Rolling Hflls • Resolu#ion No. 1227 -25- C1TY OF ROLLING HILLS � ENGINEERING AIVD TRAFFIG SURVEY STREET Crest Road West CERTIFICATION DATE FRQM West City Limit T� Portug�ese Bend Road SPEED FACTORS Date of Speed Survey 11/8/2017 Pasted 5peed LEmit 30 mph Ti�me of Speed Survey 10:25AM Speed Justification 50th Percentile Speed (Mean Speed) 32 mph 85th Percentiie Speed 37 m � VERT & HORIZ CURVES, p EQUESTRIAN, HIDDEN DWYS A�erage Speed 32 rnph 10 mph Pace 5peed 27-36 Percen#age of Vehicles in Pace 74 Recommended Speed Limit 30 mph Number of Survey Samples ��j COLLlSION HISTORY Number of Years Studied 3 years Total CoHisions � Statewide Average Coliision Rate 1.14 COIIIS�Ol1S/MVM Collisions per Millior�Vehicfe Miles Q.QQ CbllislOnsIMVM T FIC FACTOR Average Daiiy Traffic �,938 Date Counte�d 11/8/2017 Number of Lanes 2, DYCL, BROKEN YC� Type of TrafFic Control STOP�WES7'CITY�IM17, PORTUGU�SE BEND RD Crosswalks7 NQNE Pedestrian`fraffic OCCASfONA�, �QUINE 7ruck Traffic LIGHT On-Street Parking OFF-STREET ON SHQULDERS S�dewa�ks? DIRT SHOULD�RS, RQLLED CURB Driveways7 YES, SOME HICa��N gOADWAY FACT�RS Length of Segment 9.030 miles width 2'! feet vertical Curve7 SLlGHTLY ROLI_ING Horizontal Currre? SLIGHTLY WIN�ING CURVE VisFbility LIMITED AT CURV�S Roadway Conditions GOOD Lighting NON E Adjacent Land Use RURAL RESIDENTIAL, EQUESTRIAN Ffeld Study By NS Check�d By VM CERTlFICATION: I,Vanessa Munoz, do i�ereby certify that 4his Eng�neering a�nd TrafFic Survey within the City of Rolli�g Ffills was performed under my supervisic�n and is accurate and complete. I am duly registered in#he Stafie of Califarnia as a F'rofessional Engineer(Traffic). T�234'I Vanessa Munoz Date State Registration Number Resolution No. 1227 -26- CITY OF ROLLING HILLS � ENGrNEERING AND TRAFFIC SlURVEY STREET Cresf Road East CERTEFICATION DATE FROM Portuguese Bend Road TO Eastfield Dri�e EDF C O S Date of Speed 5urvey 11/30/2017 Posted S�eed l.imit 30 mph Time of Speed Survey 9:07AM Speed Justification 50th Percentile Speed (Mean Speed} 32 n'tph 85th Percentile 5peed �� mph VERT & HORIZ CURVES, Av�rage Speed EQUESTR�AN, HlDDEN DWYS 32 mph 10 mph Pace 5peed 2�_37 Percentage of Vehicles in Pace 7� Recommended Speed Limit 3Q m h Number of Survey Sa�npfes 2Q$ p �LLISION HISTORY Number af Years Studied 3 years Tota!Collisions � 5�atew�de Average Cvifision Rate 1.14 Collisians/MVM Collisions Aer Million Vehicle Miles Q,Sp COIIiS1011S/MVM TRAFFIC FACTORS Average Daity Traffic �,g25 Date Caunted 111812D17 Number of C.anes 2, DYCL, BROK�N YCL Type of Traffc Control STOP� PORTiJGlJES� BEND RD, SOUTHFfELD DR, EASTFIELD Crosswalks? @ CABALLEROS RD; HORSE XIIdG @ G�ORGEFF RD Ped�strian Traffic OCCASIONAL, EQUINE Truck 7raffic LIGHT On-Street Parking OFF-STREET ON SHOULIDERS Sidewalks? DIRT SHOULDERS, RO�LED CURB Driveways? YES, SOME HlDDEN W F CT R Length otSegment 4.000 mile5 width 22 feet Vertical Curve? SLIGHTLY RQLLING Horizontal Curve? MODERATLY WfND�NG CURVE Visibility LIMITED AT CURVES Roadway Conditions GOOD Lighting NONE Adjacent Lanc! Use RURAL R�5IDENTIA�, EQUESTRIAN Field Study By NS Checked By VM C�RTIFICATION. !,Vanessa Munoz,do h�reby certify that this Engineering and Traffic Survey within the City af Rol�ing Hifls was pertormed under my supervisior�and is accurate and compFete. I am duly registered in the State of California as a Pro#essfonal Engineer(Trafflc). TE 2341 Vanessa Munoz Date S#ate Registration Number Resolution No. 1227 -27- ClTY OF ROLLlNG HILLS � ENGINEERING AND TRAFFIC SURVEY STREET EastField Drive CERTIFICATION DAT� FROM Crest Road East TO Chuckwagon Road SP D CT R Date of Speed Survey 1'i/912017 Posted S�eed Limit 25 mph Time of Speed Survey 11:15AM Speed J�stification 50th Percentiie 5peed[Mean Speed) 2$ mph 85th Percentile Speed 32 m h VERT & HORIZ CURVES, p EQUESTRIAN, HIDDEN DWYS Average Speed 2$ mph 70 mph Pace Speed 23-32 Percentage of Vehicfes in Pace $� Recommended Speed l.imit 25 rnph Number of Survey Sampies 149 COL S H T Y Mumber of Years Sfudied 3 years Total Coflisions Q Statewide Average Gollision Rate 1.41 Collisions/MVM Collisions per Million Vehicle Miles Q.Op C0111510nS/MVM TRAFFIC �ACTORS Average Daily TrafFic 1,OQ8 Date Counted 1 1/812 0 1 7 Number of Lanes 2, DYCL Type of Traffic Control STOP cLD CREST Rb, OPEN BRAND Rb, FEACKAMORE RD, CHUC Crosswafks? @ OPEN BRAND; NQRSE XING N/O HACKAMQRE RD pedestrian 7reff'rc �CCASIONAL, EQUINE Truck Traffic LIGHT On-Str9eet Parking O�F-STREET ON SHOULDERS Sidewalks? DIRT SHOULDERS, ROLLED CURB Driveways? Y�S, SOME HEDDEN R D Y AC R Length of Segment 1.Q00 �7liles wi�th 21 feet vertical Curve? DOWNHILL NB, MOUNTAINOUS Horizontal Curve? TIGHTLY WINDING CURVES Visibifiiy B�IND CURVES, HIDDEN DRlVEWAYS Roadway Co�ditions GOOD Lighting NONE Adjacent Land Use RURAL RESIDE�fTIAL, �QUESTRIAM Field Study By NS Checked By VM CERTIFICA710N: I,Vanessa Munoz,c!o hereby certify that this Engineering and traffic Survey within the City of Rolling Hills was performed under my supervision and is accurate and compiete. !am duly registsred in the State of Cal�fornia as a�Professional Engineer(Traffic�, TE�341 Vanessa Munoz Date State Registration Number Resoiution No. 1227 -28- CITY OF R�LLIMG HILLS � ENGlIVEERlNG �ND TRAFFEC S�dRr�►E� 4 STREET Eastfield Drive CERTIFICATION DATE FROM Chuckwagon Road TO Palos Verdes Drive �ast S�EED F CTO S Date of Speed Survey ��1912Q�7 Posted Speec! Limit 25 mph Time of 5peed Survey �:2 9 PM 50th Percentile Speed (Mean Speed) 28 m � Sp�ed Justification 85th percentile Speed p CALI�ORNIA MUTCD OPTIDN 2 33 mph Average Speed 2$ mpi1 10 mph �ace Speed 25-34 Percentage of Vehicles in Paca 7g Recommended Spesd Limit 30 m h Numher of Suroey Samples �,q� p COLLI5EON HISTORY Number of Years Studied 3 years Total Callisions 3 Statewide Av�rage Collision Rate 1.41 COIII5I011S/MVM Coliisions per Millian Vehicle Miles 2.�$ GOfIiS10115/MVM TRAFFIC FACTORS A�erage DaFly Traffic 1,364 Date Cot�nted '��/$/��17 Number of Lanes 2, DYCL T'ype of Traffic Control S70P @ CHUCKWAGON RD, OU'TRiDER RD, PVDE Cro�swalks7 HORSE XING SOUTH OF OUTRlDEI� RD Pedestrian Traffic OCCASIONAL, EQUINE Truck Traffic �IGHT on-�treet Parking OFF-STREET ON SHOULDERS 5idewalks? DIRT SHOUI�DERS, ROLLED CURB Drirreways? YES, SOME Hf DDEN ��►DWAY Fr4CTORS Length of Segment Q.750 miles width 21 feet verticar curoe? DOWNHILL NIB, MOUNTAINOUS Horizontal Curve? TIGHT�Y WiNDING CURVES Visib�lity BLIND CURVES, HIDDEN DRIVEWAYS Roadway Conditions GOOD Ligl�tFng NQN E Adjacent Land Use RURA�RESIDEN�IAL, EQUESTRIAN �ield Study By NS Checked By VM CER7IFICATION: I,Vanessa Munoz,do hereby certify that this Engineering and Traffic Survey within the Cify of Rolfing Hills was perf'armed under my supervision and is accurate and corriplete. I am duly regist�red in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registretion Number Resolution No. 1227 -29- CITY OF ROLLING HlLLS � ENGfIVEER�NG AND TRAFFfC SURVEY STREET Port�guese Bend Road CERTI�ICATION DAT� FROM Cresf Road EIW � TO Pappy Trail SP FAC OR Date of SAeed Survey 1��g�2p17 Posted Speed Limit 30 mph Time of 3peed Survey 2:10PM 5peed Justification 50#h I'ercentile Speed(Mean Speed) 30 rnph V�RT & HORIZ CURV�S, 85th Percentile Spesd 35 mph EQU�STRIAN, HIDDEN DWYS Average Speed 30 mph 10 mph Pace Speed 25-34 Percentage of Vehides in Pace 76 Recammended Speed l.imit 30 mph Number of S�rvey Samples 2�2 C4LLISION HISTORY Number of Years Studied 3 years Total Collisions � Statewide Average Collision Rate 1.�4� Collisions/MVM ColGsions per Million VehEcl�Miles 0.53 COlIISIOf1S/MVM TRAFFIC FACTORS Average Daily Traffic ��7Zg Date Co�nted 11/8/2017 Number of Lanes 2, DYCL Type of Traffic Control S70P @ CR�ST R� Crasswalks? HORSE XING: S/O POPPY TR, PHESANT LN, NIO WAGON Pedestrian Traffic OCCASIONAL, EQUINE Truck Traffic �IGHT On-5trest Parking OFF-STREET ON SHOULDERS Sidewalks? DIRT SH�ULDERS, RO�LED CURB Drivewaysa YES, SOME HIDDEN R W FAC S Length of Segment 1.00Q mile5 width 24 feet Vertical curve? STEEP DOWNHILL NIB, MTN. Harizontal Curve? TIGHTLY WINDING CURVES visibility BLIND CURVES, HIDDEN DRIVEWAYS Roadway Conditions GOOD L��hting NONE Adjacent Land Use RURAL RESIDENTIAL, EQUESTRIAN Fie�d Study By NS Checked By VM CER7I�ICATION: �,Vanessa Munoz,do hereby certify that this Enginesring and Traffic Survey wifihin Ehe City of Rolling Hifls was performec# under my supervision and is accurate and complete. I am duly registered in the State of Caiifownia as a Professional Engineer(TrafFc). TE 2341 Vanessa Munoz Date State Registration Number x�SQrut�on No. i2z� -�o- CITY QF RQLLrNG HILLS � ENGINEEl�IRlG AI�D TRAFL�iC SIJR��Y STREET Portuguese Bend Road CERTIFICATION DATE FROM Poppy Trail TO Saddlehack Road SP E F C O S Date of Speed Surrrey �1/9/2017 Posted Speed Limit 30 mph Time of Speed Survey 9:06AM Speed Justitication 50th Percerople Speed(Mean Speed) 32 mph 85th Percenfile Speed 36 mph VERT & HDRIZ CURVES, Average 5pe�d 32 mph EQUESTRIAN, HIDDEN DWYS 10 mph Pace Speed 27_3� Percentage of Vehicles in Pace $� Recommended Speecf Limit 30 mph Nurnber of Survey Samples 19a COLl.ISION HISTORY � Number of Years Studied 3 years 7ota!Collisions a Statewide Average Collis�on Rate 1.41 Collisions/MVM Coflisions per Miflion Vehicle Mlles O.OQ COIIiSionSIMVM� T FFIC FACTOR5 Average Daiiy Traffic �,978 Date Coun#ed 11/812Q17 lVumber af�anes 2, DYCL 7ype of Traffic Control Sl"OP @ SAbDLEBACK RD Cro�swalics? NONE Pedestrian Traffic OCCASIQNAL, EQUINE Truck Traffis �IGHT On-Street�arking OFF-STREET ON SHOULDERS Sidewralks? DIRT SHOULDERS, ROLLED CURB Driveways? YES, SOME HIDDEN �t DW Y FACTORS Length of Segment 0.650 I'1']IIeS w;dr�, 24 feet vertical Curve? STEEP DQWNHI�L NIB, MTN. Horizontai Curve7 MODERATELY WINDING CURVES Visibility BLIND CURV�S, HIDDEN DRIVEWAYS Roadway Conditions GOOD Lighting NONE Adjacent Land Use RURA�RESIDENTIAL, EQU�StR1AN Field Studyr By NS Checked By VM CERTIFICATION: I,Vanessa Munoz,d�hereby certify that thf5 Englneering and Traffic Survey within the Cify of Roiling Hills was pertormed und�r my supervision and is accurate and complete. I am duly registered in the State af Cafifornia as a Professional Engineer[Traffic). TE 2341 Vanessa Mu�oz Date State Registration Number Resolution No. 1227 -31- CITY OF ROLLING HiLLS � ENGINEERING AND TRAFF�C SURVEY STREET 5addleback Road CERTiFICATiON DATE FROM Poppy Trai� TO Partuguese Bend Road �EED FACTORS Date of Speed Survey 11/9/2017 Posted Speed Limit 25 mph Time ot'Speed Survey 7:DOAM gpeed Justification 50th Percentile Speed{Mean Speed} 27 rp�h 86th Percentiie Speed 33 m h CALIFORNIA MUTCD OPTION 2 P Average Speed 27 rnph 10 mph Pace Speed 23-32 Percentage of Vehicies in Pace 73 Rec�rnmended Speed �,imit 30 mph Number of Survey Semples 63 C�LLISION HISTORY Number of Years Studied 3 years Total Coflisions a Statewide Average Co[lisian Rate 1.41 COII�SIOf1SIMVM Coliisions per Million Vehicle Miles 0.00 `Callisions/MVM TRAFFIC FACTORS A�erage Daily Traffic 4�8 Date Counted 1 1/812 0 1 7 Number of Lanes 2, DYCL, BROKEN YCL 7ype of Traffic Control STOP� PORTUGUESE BEND RI](BOTH ENDS) Crosswalks? HORS�XING WEST QF POPPY TE� Pedestrian Traific OCCASIONAL, EQUINE Truck Traffic LIGHT On-Stre�t Parking OFF-STREET ON SHOU�DERS Sidewalks? DIRT SHOU�DERS, ROL�ED CURB Driveways? YES, SOME Hf DDEN OA F TO S LengthvfSegment '!.$40 rrlile5 w'�th 24 feet Vertical Curve? STEEP DQWNHI�L W/B, MTN, Horizontal Currre? TIGHTLY WINDING CURVES Visibility BLIND CURVES, HEDDEN DRIVEWAYS Roadway Conditions �qFR �ighting NONE Adjacent Land Use RURAL RESIDENTIAL, EQUESTRIAN Field 5tudy 6y NS Checked By VM CERTIFICATlON: I,Vanessa Munoz,do hereby certify that this Engineering and TrafFic Survey within the City of Rolling Hills was pertormed under my supervision and is�accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Van�ssa Munoz Date 5fiate Registration Number Resolu�ion No. ]227 -32- CITY OF ROLLING HILLS � ENGfNEERING ANLI TRAFFI� SlJR1�EY STREET Soufhfield Dri�e CERTIFICATION DATE FROM Crest Road East TO Packsaddle Road P D C O S Date of Speed Survey 1'l/812d'I7 Posted Speed �imit 25 mp� Time af Speed Survey 4:OOPM Speed Justifica#ion ` 50th Percentile Speed(Mean Speed) Z4 mph s5th Percentile S�eed 29 m h CA�iFORNIA MUTCD OPTION 2 P Average Speecf 24 1�'1ph 70 mph Pace Speed 2a_Z9 Percentage af Vehicles in Pace 82 Recommended Speed Limit 25 mph Number of Survey Samples 44 c i HrroY iVumher of Years 5tudied 3 years To�l Collisions � Statewide Average Collision Rate 1.49 Collisions/MVM Co�fEsions per Million Vehicle Miles �.00 C0111510115/MVM T FIC ACTORS Average Daily Traffic 314 Date Counted 'I'f/$/2017 Number of Lanes 2, DYC� Type of Traffic Control STOP @ PACKSADDLE RD, RIIVGBf7 RD, CREST Rp Crosswa�ks? NONE Pedestriaro Traffic OCCASIONAL, EQUlNE Truck Traffic LIGHT On-Street Parking OFF-STREET ON SHOULDER, WEST Sf DE 5idewaiks? DIRT SHOULDERS, ROLLED CURB p��e�� YES, SOME HIDDEN R�f �4DWAY FACTORS Length of Segment 0.47Q miles width 24 feet vertical Curve? STEEP DOWNHILL SIB, MTN, Horizo�tal Curve? MODERATELY WINDING CURVES visibirity BLIND CURVES, HIDDEN DRIVEWAYS Roadway Conditions FAIR Lighting NONE Adjacent Land Use RURAL RESIDENTIAL, EQUESTRIAN Field Study By NS Checked By VM CER7IFICATION: E,Vanessa Munoz,do herehy certiiy that this �ngineering and Traffic Survey within the City of Rolling Wills was performed �nder my supervision and is accurate and complete. I arr�duly registered in the 5#afe of California as a Professional Engineer(7'raffic). T�2341 Vanessa Munoz aate State Registratfon Number Resalutio�No. 1227 -33- ��PENDIX � Radar Speed Distribution Form� ■ I I� Ii��I�liPl- 2098 Errgineering and Tra�c Survey City of Rolling Hills Resoiution No. 1227 -34- Spot Speed 5tudy Prepared 6y: National�ata�Suroeying Services City of Rolling Hills DATE: 11I812017 LocaEion: Cresf Rcf W Bet.W City Limit&Portuguese Bend Rd TIME: 90:25-12:05 Posted 5 eed; 30 MPFE ClearlD Radar Locallon:l6 Crest Raad West Eastbound & 1l�es#bo�nd �pe�t Spe�d� Speed ,qLL Vehiclea mph �_.,. �_10 10 11 12 12 ]3 14 14 15 �� 18 17 38 !8 19 20 20 21 22 1 22 23 � 24 � 24 i 25 8 � 26 g- 26 27 18 28 �2 2� 29 15 30 17 3Q " ' 31 79 ..-. , 32 �9 32 33 �� 34 Zp 34 35 78 36 1S Y 36 37 16 d 38 9 � 38 39 5 � aa � � ao 41 y 42 p � 42 43 44 � 4A 45 46 i 46 47 48 48 49 54 50 51 52 52 53 54 54 55 58 56 57 58 $g 59 gfl 60 6i 62 62 63 64 64 65 66 fifi 67 ] 68 68 69 >=74 74 a 5 �a �� zo z5 Number of Vehicies sPeep Pa�awr�T�as 80tli 85th 10 MPH Percent In Class Count Ran e Pe�centile Pereentile Pace #in Paee Pace !6!#Below pace 95!#Above Pace ALL 2i5 22-46 32 m h 37 m h 27-36 160 7446 7% 117 1896 138 Resolution No. 1227 -35- Spot Speed Study Prepared hy: Nafional Data&Surveying Services City of RoIIR�g Flills Estates DA'TE: �1I3p12417 Location: Crest Rd E�et.Portuguese Bend Rd&Eastfield Dr TIME: 09:U7-14:48 Posted S ead: 30 MPH Ciearld Radar Locafion:30 Crest Road East Eastbaund & l�lest�our�d Spof Speeals Speed �L Vehiclas mph �=10 10 11 12 92 13 14 '!4 �$ 16 16 77 i� 18 19 20 2 20 21 2z 2z 23 2 24 3 �q 25 3 26 9 26 ' 27 8 2B 77 28 . _. ..,,, 29 11 . .. 30 79 3D . _ . ._. . „ .: 31 2'! . .... , _ . .., : .. . .� ,. . ... .. ... 32 17 32 - 33 1 B . _... . ` . 34 7S � 35 14 36 74 Z 3B ' - 37 g d 38 6 � �$ ' ' 39 6 � 40 � � 40 - 47 9 N 42 � � 42 � 43 Z 44 � 44 45 qg 46 47 ae 4B 49 50 56 51 ' 52 32 53 3q 54 55 56 5B 57 58 5B 59 �p 60 fi1 62 62 83 64 64 65 86 66 67 66 68 69 >=70 70 o s �o �s 20 25 Number af Vehicles SPEE�PARAMETERS 50th 85th 90 MPH Pereent In Class Count tian e Percentile Percentile Pace #in Aace Pace %IO Below Pace 9S 1#Ahove Pace ALL 208 20-44 32 mph 37 m b 28-37 157 7546 12% !25 1396 !26 1�esolution No. f 227 -36- Spot 5peed Study Prepared hy: National Data&Surveying Services City a#Rolling H1�I5 DATE: 11l912697 Location: Eastfield pr Bet.Crest ftd E 8,Chuckwagon i2d TIME: 11:15-13:95 Posted Speed: 25 MPH CiearlD Radarl.ocatfon:52 Eastfield Drive Eastbau�nd & l�esfibo�nd �po� Spe�ds Speed pEL Vehie�as mph m �10 10 91 12 12 13 94 1a 75 i6 1 �6 17 1 18 3 1s i9 za a 20 - 21 1 22 Z 22 23 �p , , . _ . _. _ , 24 iG z4 25 qq � - .... � zs �a 2S —�� z� �a za 12 ze -- _ , ; Z9 i3 ... , _ 30 95 30 _. . .. _. 31 1U . . ,.. 32 �1 32 33 � 34 g 34 35 � 36 y = 3B 37 2 d 38 � 38 38 � 40 "� 4D 41 � 42 � 42 43 44 � 45 4B 46 47 °"��` qg 48 49 sa so 5T 3p 52 53 54 54 55 58 55 57 58 58 59 80 60 87 62 62 83 84 54 65 66 66 fi7 68 68 69 �, �=70 70 I � 5 10 +y _ ri3 Number of Vehicles SPEED PARAMETERS 5�th BSth 10 MPH Peresnt In Cfass Counl Ran e Psrcentlle Percentlle Pace #In Pace Pace %!#Balow Pace %!#Above Pace ALL 149 76-37 28mph 32m h 23-32 122 gpq �9; �ii 1�,k�i8 Resolutaan No. 1227 -37- Spot Speed Study Prepared by: Natianal Data&Surveying Services Cifiy of RalEing Hills �ATE: 1919I2017 Location: Eastfield Dr BeY.Ghuckwagon Rd&Palos Verdes�r E TIiHE: 73:27,15:21 Posted 5 eed: 25 MPH CIea7Dry Radar Lacatiar[:15 Eastfield Drive [Varthbound & Southbound Spot 5peeds 5peed AL�V6hicles mph �=10 40 11 �2 12 13 ]4 14 15 '� 18 16 17 18 18 18 z 20 � 20 4 21 '� 22 z2 1 23 4 24 q 24 25 13 . . � _._ _ _. . ... .� . .� , .. ._ .__. . ._. ... . . 26 i5 26 • - - _._ . _ , . , .. 27 17 _ . ._ 28 13 z8 - 28 73 . _ . . ., .,. 30 �g 30 . ... 31 7 32 32 33 7 �q $ 3q 35 3 36 5 T 36 37 7 a 38 2 � 38 ' 39 � AO � 40 41 � 42 7 � 42 43 44 4A 45 48 4s 47 as a8 A9 50 �� 51 52 52 53 $q 54 55 56 56 57 58 58 59 60 60 61 62 62 $3 fiq 64 65 BB 66 67 88 66 69 �=70 70 0 5 'IO 15 20 Number of Vehicles SPEED PARAMETERS 6Dth 85th t0 MPH Percent irt Ciass Counk Ran e Percentile Pereentile Pace #in Pace Paee 9;1#Below Pace 951#Above Pace ALL i41 15-42 28 m h 33 mph 25-34 11� 7996 12%/i7 10% 113 Resolution No. 1227 -38- ,. Spot Speed Study Prepared by: National bata&5urveying 5ervices City of Roll9ng Wiils l7ATE: 11I812017 Locafion: Portuguese Bend Rd Bet.Creeat Rd 8�Poppy Trail TIM�: 44:90-45:55 Posted S ed:3�MI'H ClearlD RadarLacatfon:N/O Wagon Lane t�orthbound � So�thbound Spot Speeds Speed aLl.Vehicles mph -'— a=�p iQ 91 12 12 13 74 14 15 ifi 16 �� ie 18 19 20 20 zt z2 zz 23 2 24 B 24 25 q� 26 16 28 27 18 28 78 �� 29 18 30 �� 30 31 97 .. 32 qg 32 33 77 34 74 34 35 10 36 �p = 36 37 9 a 38 5 � 38 39 Z � 40 p � 40 41 2 � 42 � 42 43 44 1 44 ... 45 4S as a� ^`--. qg 48 49 Sp 50 57 gZ 52 53 54 54 55 gg 56 57 58 58 59 60 BO 61 82 62 63 69 64 65 66 66 87 68 88 69 >=70 70 �'" 5 10 15 20 Number of Vehicles SPEED PARAME7ERS 60th BSth 10 MPH pereent in Class Count Ren e PeroenGle Per+eentlle Paee #In Pace Paee °.�I#9elow Pace °G!#A6ove Pace ALL 212 23-44 30m h 35mph 25-34 tfi1 76% 49b 190 2046 !At Resolution No. 1227 -39- Spot Speed Study Prepared by: National Data&Surveying Services City vf Rolling Hills aA7E: 1119I2017 Location: Porkuguese Benc!Rd Bet.Poppy 7rail&5addleback Rd TIM�:U9:06-11:p8 Posted S eed: 3Q MPH ClearlD Radar Locatlon:l9 Portuguesa Bend Rd Norfihbounc! & �outhbaur�d �pa� 5peeds spB� ALL yehicles mph <=10 40 11 12 1z 73 14 14 75 �6 16 17 �8 16 19 20 20 21 22 Z zz ' 23 24 � 24 25 9 - 26 � 26 27 q0 28 97 2a 29 12 30 19 30 . . ,, , 37 2i . .. ., , ... __ . - �. . .� . 32 i8 3Z _ 33 21 .. .. . , . 34 18 34 . . _ 35 72 � 36 12 Z 36 - 37 5 d 38 a � 38 39 4 � 40 4 � 40 41 g q� 42 y � 42 43 qq � 44 45 z qg 46 47 48 � 48 48 7 gp 50 59 52 �Z 53 54 54 55 56 58 57 58 58 59 60 64 61 62 62 63 64 84 65 66 66 67 68 fi8 $9 >=7D 70 0 5 10 15 20 25 Numher of Vehiclas SPE�D PARAMETERS SOth S5th 70 MPH Pereent in Class Counf Ren e Percentile Percentlle Pace �!lnPace Paee 46!#BelowPace 95!#A6ovePaee ALL 19U 22-48 32 mph 36 m h 27-36 15q 89 46 5% !10 1496/2B Resolution No. 1227 -40- Spot Speed Study Prepared by: Nationa!bata&5urveying Services City of Ro!ling Hills DAl'E: 11191207'I Location:$addle6ack Rd Bet.Poppy Trail 8 Portuguese Bend Rd 71ME:47;04-09:00 Posted 5 eed: 25 MPH ClearlD Radar Location:35 Saddlehack Road I�or#hbound � �Quth�a�nd Spo#�Speed� Speed �L Yehitles mph <=10 10 f1 1Z 12 13 7 �4 14 15 7 16 TB 17 18 18 19 20 p 20 21 � ' 22 22 23 ' b 24 b 24 25 7 26 5 26 27 3 28 g 28 29 z 30 s 30 31 7 - 32 � 32 33 4 - 34 9 34 35 36 2 36 37 d 38 � 38 39 � � 40 � � 40 41 � q� 42 � 92 43 44 � 45 46 4fi 47 "_"`V` qg 46 49 50 54 51 52 �Z 53 54 54 55 Sfi 5fi 57 56 58 59 $fl 60 8i e2 sz 63 84 84 65 66 66 67 68 6S 69 >=70 70 -� � 5 1D fVumber of Vehicles SPEED pARAMETERS 50th 85th 90 MPH Percent in Class Count Ran e Percentlle Percendfe Pece #In Pate Pace 94!#Balow Pece %!#Adove Pace ALL 63 13-41 27m h 33mph 23-32 45 73ry6 11% !7 18%170 Resolution No. 1227 -41- Spo� Speed Study Prepared by: Natlona!Data&Surveying Services City af Rollin� Mill� DA7E: 91l812017 �ocaEion:Sauthfield Dr Bet.Crest Rd E&Packsaddle Rd TIME: 16:Q6-18:00 �osted S eed: 25 Clearl�ry Radar Location:3 Southfield Drive i�arthbound � �authbound Spat �peeds Speetl mph �L Vehiclea <=10 1U it ' 12 �Z 73 14 14 15 f6 i& 77 � i 18 y �� ' - ]9 20 5 20 21 b i 22 4 22 23 5 _ ... .. 24 3 24 0 25 2 26 y 26 27 5 28 Z 28 - 29 3 39 � 30 3i 3 _. .. .-- ^ 32 3z . 33 34 34 35 36 1 r 36 37 � � 38 � 38 39 � 40 � 40 47 � 42 N 42 � 44 � 45 4fi 46 47 48 48 49 50 50 51 � 52 52 53 54 54 55 58 56 57 SB 58 59 66 60 fi1 � 62 62 63 64 sq 65 BB ' 66 67 66 68 69 >=70 70 0 � t� IVumber of Vehicles SP�ED PARqMET�RS 50th 85th 10 MPFI Pereent in Class Count Ran e pereent(le Pereenflle Pace #In Pace Pace 46!#6elow Pace ye!#Abore Pace ALL 44 17-37 24 m h 29 mph 20-29 36 82% 496 12 1496 18 Resolution Na. 1227 -42- Raw Ra�far Sp�ed Distributior� F�rms 2018 Engineering and Traffic Sunrey Cify of Rolling Hills Resolution No. 1227 -43- .lo� 1�-�-�a��oo� � , - - � �� +:G -e.s �, . ` � U �r � ('+t� 1 i r � . �C3i'3 �s ��.� -� - CaEu1i�: � ��' . t� e: �;.-� � �, �nde#a � � - ti'C�' r� . , y�i� 3 � , �:��" � '� 'tt�,l/� S ��3 iV� � t,c�,'�„�.- , - ," � � r r:a�u�:3# �L.e""pf'� C . . �� .�+ : 1: � �..r p"u�:S � +�i.��+�'u°i�`i� . 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', ,, � �� .- �, � ; , . ,�` �1 �[i'1�: rr �i +- .',4 ",-, '• ;_' • , �� B or EB Speed mPh IV�or�B 5peed mpla SB�or� �� , � � S$or'iiVF3 �=�Q 55 ��[j " r�g .� 11 56 1"� 56 '�� 7 32 57 '�� 58 93 5� 14 59 1q. �g 1�a fi0 1� 6b _ �� s1 1S 61 ��' g2 .�� 18 � �8 g3 19 � �� 2t} �S g{� �g 2� s� z� ss �' �� 7� �7 2� � � � ,2a � �a ss as �o �� o � �� 7f �7 �� z� 7� � �� s � �� ; �� 30 �� 3'� 7� 3� 76 32 T! 32 77 83 7� �3 78 � �' � 3� 79 � 3� 8� �5 f 8� 36 81 36 8'{ 37' 8� �7 g� . 38 E� 38 �S , 3� 84 �9 �4 40 8� 40 85 41 8f �1 8B �2 S7 � S7 � 88 43 88 � 89 4d S� ' � �U 4� 90 � �'� 48 91 �4T 9Z 47 92 �� 9� 4'� 93 � �4 �9 94 �� 5 5q 95 51 86 �1 9� �.2 � 97' S� 97 53 9B 53 gg �4 ��9 �. a�g p " '^""'1 �U c. .� ;' � Resolution Na 1227 -49- ,� ..,,, �. ��"�['R _ .� 7 — ''�••• ` L 'i �S! �E J d��C�!!3�'1 � �C , � ��s�t[ti �`iQU[3�@f: �+ ��{�I�DI'1S. _ �me: .c�[� r� �me: ��c� �r, � �=,:3� �- Y`4 ' - ' .i�� $�� - m 1it or EB S�aeeci Enph ��t�1�ar�B 5p�mp3� rse1N6 �� `SB r VYS �'1 U 5a ��6 S5 '!9 a6 11 56 '(2 &7 'E2 �7 13 58 'f 3 � �g 14 S9 �4 �J 1� 6(� '!5 BE1 16 fi'f. 7 fi �r1 17 B2 17 � 'IS 63 18 63 '49 64- 99 �. 20 65 2� �5 21 66 2"! � � 67 22 67 23 68 23 68 2� 69 ��. $9 2� 71] 2� 7Q Z8 Ti 26 7� �7 �2 �7 � 28 73 �g �� 29 74 29 ' 74 3tf 7S 30 �� 31 7G 3'f 76 3� 77 32 77 33 78 33 ] 78 34 79 3�. 7g � 3� 8fl 35 80 35 $i 36 &$ 37 $2 37 $� . 38 83 gg g� - 39 �4 S9 84 � 85 40 $� 41 8� 41 86 42 87 4� g7 43 88 43 gg d4 �9 44 89 �5 90 45 9� 4fi 91 46 91 �7 92 4T 92 48 93 48 9 4� 94 49 g¢ 5Q 95 �p g� �1 96 5'� �g �2. 97 �2 �7 �i 9$ 53 98 �4 �=99 54 a=gg � Resolu�ion No. 1227 -50- � ri1.7�1t1` �� f V�` V.� '.Y i.1 i i � ��&f��.ro��F.� ��[#NI: 1��1� �t"S �Ps; : j Q ,., ns�.��, . . ��];�� k'- #`'��'�`�`:� ��>'�'� :; r� m�e: ,�� rn� E�� . , � -...� ". r.'- ' � ., � • � � }c' - �r � �� s�� c� . � _ .. , .��s�s • a�'�r�'� u ! ��c.� : ��0 � .� � � � � ' r, �� ' �Q � � , � i �s � ��Zy � � �� . �3. � :•, , � . . 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Hand-Held Traf�c Radar manufactured by MPH industries of Owensboro, KY. The calibration of the units was checked before each series of ineasurements were taken. Tests of the unit were conducted in accordance with the manufacturer�s specificatians. Th� K-55 Traffic Radar was last cafibrated on March 14, 20'I6 by PB Electronics lnc. 2018 Engineerrng and Tra�c Survey City of RoIling Hllls Resolution No. 122'1 -53- M _ _ _ _. ti � �^ � j i��w1� � 4"� L U tA � � .N rn C] � p � ti � + � � N CT '� �f J � •C C � � � ed � �' N � L [� � � � = y� � � � � � � � � � � f� .�.* t� � Q � N Z C � � � � � fl � � � � � Z � � +' ❑ ~ r � � V � � o � � '�. c.a � d' � = v� � � a�i � ` - C) � � � �' ° �C � v�i Ci t � �, � ,° � U �- � c) U � .� N CC� v .� � -�~' ¢ � {3 L .Y $�.� � �� 'C3 N � � t3 {� r� -_ ,U Q Cl? 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