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CC RES 2011-099 RESOLUTION NO. 2011-99 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES APPROVING CERTAIN SPEED SURVEYS AND ESTABLISHING SPEED LIMITS IN ACCORDANCE WITH THOSE SURVEYS ON VARIOUS STREETS WITHIN THE CITY. WHEREAS, in accordance with the requirements of Sections 22358.4, 22407 and 40802 of the California Vehicle Code, engineering and traffic surveys have been conducted on various streets within the City by the City's Consulting Traffic Engineer in accordance with the requirements of the California Vehicle Code, including Section 627 of said Code; and WHEREAS, the report and recommendations of the City's Consulting Traffic Engineer and the speed surveys that were conducted were presented for review and concurrence by the City's Traffic Safety Commission, which has recommended approval thereof to the City Council; and WHEREAS, the report and recommendations of the City's Consulting Traffic Engineer and the speed surveys that were conducted by the Traffic Engineer, which are attached hereto as Exhibit "A" and incorporated herein by this reference, were presented for review and approval by the City Council of the City of Rancho Palos Verdes at a duly noticed meeting thereof on December 20, 2011; and WHEREAS, it has been determined that the establishment of speed limits that are reasonable and safe will facilitate the orderly movement of vehicular traffic within the City; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES RESOLVES AND ORDERS AS FOLLOWS: Section 1. Speed limit is established on the following street in accordance with Section 15.32.010 and 15.32.020 of the City of Rancho Palos Verdes Traffic Ordinance adopted pursuant to Section 10.04.010 of the Rancho Palos Verdes Municipal Code: ROAD SURVEYED LIMITS ROAD SURVEYED LIMITS Bayend Drive 09/21/04 15 mph, when children are present, on Bayend Drive from General Street to Crestwood Street. Crenshaw Boulevard 08/16/07 40 miles per hour on Crenshaw Boulevard from Sea Crest Drive to Crest Road. Crenshaw Boulevard 08/16/07 45 miles per hour on Crenshaw Boulevard from Crest Road to the Rolling Hills Estates City Boundary. Crest Road 09/14/07 45 miles per hour on Crest Road from Hawthorne Boulevard to Crenshaw Boulevard. Crest Road 08/16/07 45 miles per hour on Crest Road from Palos Verdes Drive East to Ganado Drive. Crest Road 08/16/07 40 miles per hour on Crest Road from Ganado Drive to the Rolling Hills City Boundary north of Paseo de Pino. Crestridge Road 08/16/07 40 miles per hour on Crestridge Road from Crenshaw Boulevard to Highridge Road. Crestwood Street 09/21/04 15 mph, when children are present, on Crestwood Street from Upland Street to Bayend Drive Forrestal Drive 08/16/07 35 miles per hour on Forrestal Drive from Palos Verdes Drive South to the terminus of Forrestal Drive north of Pirate Drive. General Street 09/21/04 15 mph, when children are present, on General Street from Crestwood Street to Bayend Drive Granvia Altamira 08/16/07 35 miles per hour on Granvia Altamira from Hawthorne Blvd to the Palos Verdes Estates City Boundary north of Monero Drive. Hawthorne Boulevard 09/14/07 45 miles per hour on Hawthorne Boulevard from Palos Verdes Drive West to Vallon Drive. Hawthorne Boulevard 09/14/07 45 miles per hour on Hawthorne Resolution No. 2011-99 Page 2 of 5 Boulevard from Vallon Drive to Crest Road. Hawthorne Boulevard 09/14/07 45 miles per hour on Hawthorne Boulevard from Crest Road to Eddinghill Drive/Seamount Drive. Hawthorne Boulevard 09/14/07 45 miles per hour on Hawthorne Boulevard from Eddinghill Drive/Seamount Drive to Highridge Road/Grayslake Road. Hawthorne Boulevard 09/14/07 40 miles per hour on Hawthorne Boulevard from Grayslake Road/Highridge Road to Indian Peak Road. Hawthorne Boulevard 09/14/07 45 miles per hour on Hawthorne Boulevard from Silver Spur Road to the Rolling Hills Estates City Boundary. Hawthorne Boulevard 04/23/03 25 miles per hour—Truck traffic in northbound direction only on Hawthorne Boulevard from Silver Spur Road to the Rolling Hills Estates City Boundary. Hawthorne Boulevard 10/04/07 25 miles per hour—Truck traffic in southbound direction only on Hawthorne Boulevard from Rhone Drive to Palos Verdes Drive West. Highridge Road 09/14/07 35 miles per hour on Highridge Road from Hawthorne Boulevard to the Rolling Hills Estates City Boundary south of Peacock Ridge Road. Indian Peak Road 06/09/11 40 miles per hour on Indian Peak Road from Crenshaw Boulevard to Rolling Hills Estates City Limits. Miraleste Drive 08/16/07 35 miles per hour on Miraleste Drive from Palos Verdes Drive East to Via Colinita. Miraleste Drive 08/16/07 35 miles per hour on Miraleste Resolution No. 2011-99 Page 3 of 5 5 Jo Jo, a6ed 66-1,1,0Z •oN uo!4n!osej soled uo mot.' 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Silver Spur Road 06/09/11 35 miles per hour on Silver Spur Road from the Rolling Hills Estates City Boundary north of Elkmont Drive to the Rolling Hills Estates City boundary south of Silver Arrow Drive. Via Vicente/Calle Entradero 09/14/07 35 miles per hour on Via Vicente/Calle Entradero from Palos Verdes Drive West to Palos Verdes Drive West. Section 2. All previous resolutions and orders establishing speed limits on these roadways within the City of Rancho Palos Verdes are hereby amended to reflect these speed limits. Section 3. The City Clerk is hereby ordered to file certified copies of this resolution with the Los Angeles County Sheriffs Office. Section 4. The speed limit established in Section 1 of this resolution shall become effective upon posting of the speed limit signs. PASSED, APPROVED and ADOPTED this 20th d. of l ece ber 2011. yor Attest: /1,1_51 t City Clerk State of California ) County of Los Angeles ) ss City of Rancho Palos Verdes ) I, Carla Morreale, City Clerk of the City of Rancho Palos Verdes, hereby certify that the above Resolution No. 2011-99, was duly and regularly passed and adopted by the said City Council at a regular meeting thereof held on Dece ber 20, 011. City Clerk Resolution No. 2011-99 Page 5 of 5 ..... :�:`;�. ..:: 111 .. ; �ff,.•C�iii:�:;���riii:�r i+C .... ii�v. f;}r .:;•i ii' �:}ti . `F?'Y i r.:/:i. ::,r.. •`F.:i'":�ii:i:.. ::.. r.,.F.CC:.:(r �l: ii':.::iv:;::4 'suRwy. r S:/•:, i':;.,it'/it`.: i } Prepared for: City of Rancho Palos V.,erdes 30940 Hawthorne Boulevard Rancho Palos Verdes, California 90275 Telephone (310) 544-5339 Fax (310) 544-5292 Prepared by: Wilidan Engineering: 2401 E. Katella Avenue, Suite 450 Anaheim, California 92806 Telephone (714) 978-8200 Fax (714) 978-8225 December 5,, 2011 Resolution No.2011-99 Exhibit A Page 1 of 19 / WILLDAN I 7ot:ding Engineering reach December 5, 2011 Ms. Nicole Jules Senior Engineer Department of Public Works City of Rancho Palos Verdes 30940 Hawthorne Boulevard Rancho Palos Verdes, CA 90275 Subject: 2011 Engineering and Traffic Survey for Various Street Segments Dear Ms. Jules: As requested, Willdan Engineering has completed an Engineering and Traffic Survey (E&T Survey) to determine the appropriate speed limits for the following four street segments: • Silver Spur Road from Elkmont Drive to Hawthorne Boulevard • Indian Peak Road from Crenshaw Boulevard to the City Limit with Rolling Hills Estates • Palos Verdes Drive South / Palos Verdes Drive West from Seawolf Drive to Hawthorne Boulevard • Palos Verdes Drive West from Hawthorne Boulevard to the North City Limit We are pleased to submit the enclosed recommendations and supporting documentation for the four street segments. The Engineering and Traffic Survey for the above segments was conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (CA MUTCD) dated January 2010, and as required by Section 627 of the California Vehicle Code. We appreciate the opportunity to serve the City of Rancho Palos Verdes and the assistance and cooperation afforded to us during the course of this study. If you have any questions, please contact me at (714) 978-8225 or ruthsmith@willdan.com Very truly yours, WILLDAN ENGINEERING oofESS/04/#4, HERts,N4. 144 a2/1411: . 43' 4., Vri CC Cc Z:11 No.TR 1650 * . - Ruth Smith, TE, PTP Exp940t Project Manager ribtmt ,z10- e oF clik0 Engineering 1 Geotechnical I Environmental 1 &stainability 1 Financial 1 Homeland Security 714.978.8200 1 800.424.9144 I fax:714.978.8299 I 2401 East Katella Avenue,Suite 450,Anaheim,CA 92806-5982 1 www.willdan.com Resolution No.2011-99 Exhibit A Page 2 of 19 CITY OF RANCHO PALOS VERDES VARIOUS STREET SEGMENTS ENGINEERING & TRAFFIC SURVEY TABLE OF RECOMMENDED SPEED CHANGES STREET FROM TO EXISTING NEW CHANGES SILVER SPUR ROAD ELKMONT DRIVE HAWTHORNE BLVD. 40 40 NO CHANGE INDIAN PEAK ROAD CRENSHAW BLVD. CITY LIMIT WITH RHE 40 40 NO CHANGE PALOS VERDES DRIVE SOUTH/ NO SEAWOLF DRIVE HAWTHORNE BLVD. 45 45 PALOS VERDES CHANGE DRIVE WEST PALOS VERDES NO HAWTHORNE BLVD. NORTH CITY LIMIT 45 45 DRIVE WEST CHANGE Resolution No.2011-99 Exhibit A Page 3 of 19 Engineering & Traffic Survey STREET: SILVER SPUR ROAD LIMITS: ELKMONT DRIVE TO HAWTHORNE BLVD. City of Rancho Palos Verdes DATE: 12-5-2011 ENGINEER: RUTH SMITH 1 SIGNATURE: ‘1204.1„, 1.44 tialiAR_ MAP SYMBOLS ai CI SCHOOL ti • TRAFFIC SIGNAL V' o co Ii N.T.S. R1-1 II R1-1 STOP SIGN 35.1 Silver Spur Rd. 401 V11 o- P © -- E 45 le R2-1 SPEED SIGN ,)\0111111NOMIll111111MII . � 40 la S ::::: wI< R1 1 R1 1 per LK 35 4 4,. J �� • w o Peninsula High 04-0c• ° School 3 S t u, DISTANCE 0.8 MILE W ALIGNMENT ROLLING TERRAIN W/SOME VERTICAL CURVES. DOWNGRADE FROM HAWTHORNE BLVD. IN BOTH DIRECTIONS. W PARKING RESTRICTIONS MIXED N.S.A.T.AND NO PARKING 6-830AM,SCHOOL DAYS,LOADING ZONE,ADJACENT TO SCHOOL,NP LOADING ZONE ON WEST SIDE,EDGELINE N DELINEATING PARKING ON EAST SIDE N/O SCHOOL AND ON WEST SIDE S/O BASSWOOD. STREET WIDTH VARIES FROM 28 FEET TO 60 FEET. 2 NO. OF LANES AND MEDIAN TWO LANES SB,ONE OR TWO LANES NB. LEFT TURN LANES AT SIGNALIZED INTERSECTIONS AND AT SCHOOL DRIVEWAYS. 5. 0 U O IMPROVEMENTS (SW, C&G) CONCRETE CURB, GUTTER AND SIDEWALK BOTH SIDES. 0 FRONTING DEVELOPMENT NON-FRONTING RESIDENTIAUSCHOOL N/O HAWTHORNE. NON-FRONTING RESIDENTIAL/SHOPPING 5/0 HAWTHORNE. AVERAGE DAILY TRAFFIC 11,022 VPD (JUNE 2011) E x SPEED CHECK (DATE/LOC) JUNE 9,2011. N/O BASSWOOD AVE. W 1 (D - 0 - 0 o C AVERAGE SPEED: 40 MPH CRITICAL SPEED: 44 MPH 10 MILE PACE: 36-45 MPH 0 g 0 CO o 3-YEAR ACCIDENT DATA:2008-2010 I TOTAL MID-BLOCK ACC: 0 I NO.W/SPEEDING: 0 I PREDOMINANT: N/A I HBD,DRUNK,H&R: 0 ° ACCIDENTS PER MILLION VEHICLE MILES CALTRANS AVERAGE: 1.65 ACCIDENTS PER MILLION VEHICLE MILES `� ,ACCIDENT RATE: 0.0 CC W Co a EXISTING SPEED ZONE- 40 MPH PROPOSED SPEED ZONE- 40 MPH 1 The speed limit posted at 40 mph in RHE.The 85th percentile speed is 44 mph and would normally justify a 45 mph posted speed limit. However,due COMMENTS to horizontal curves,vertical curves,and moderate pedestrian traffic that may not be apparent to unfamiliar drivers and to maintain uniformity between o adjacent street segments,a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. 0 Engineering & Traffic Survey STREET: INDIAN PEAK ROAD LIMITS: CRENSHAW BLVD. TO RHE CITY LIMIT City of Rancho Palos Verdes DATE: 12-5-2011 ENGINEER: RUTH SMITH 1 SIGNATURE: 14.174444,„ 144 4,444)L. MAP SYMBOLS o CI SCHOOL -.. 15. • TRAFFIC SIGNAL w a N.T.S. Indian Peak Road R1-1 • R1-1 STOP SIGN Ea 45 R2-1 SPEED SIGN 0 N S SCHOOL CROSSWALK 40111 In t m CROSSWALK 'I ./ g E o C. V 6 r m m L 6 N DISTANCE 0.3 MILE W U ALIGNMENT DOWNGRADE FROM CRENSHAW BLVD.WESTERLY. W 0 PARKING RESTRICTIONS NO STOPPING ANY TIME BOTH SIDES. STREET WIDTH VARIES 37-63 FEET. 2 NO. OF LANES AND MEDIAN ONE LANE IN EACH DIRECTION, PARTIAL RAISED MEDIAN, PARTIAL 2-WAY LEFT TURN LANE. v IMPROVEMENTS (SW, C&G) CONCRETE CURB, GUTTER AND SIDEWALK AND BIKEPATH ON SOUTH SIDE. FRONTING DEVELOPMENT UNDEVELOPED ON SOUTH SIDE EXCEPT FOR SCHOOL AT CRENSHAW BLVD. INTERSECTION.RETAIL SHOPPING CENTER ON EAST SIDE. 0 AVERAGE DAILY TRAFFIC 7,753 VPD (JUNE 2011). r 2 X W SPEED CHECK (DATE/LOC) JU NE 9, 2011. 5/0 COURTYARD PARKING DRIVEWAY. CD t 0 g o AVERAGE SPEED: 38 MPH CRTICIAL SPEED: 43 MPH 10 MILE PACE: 34-43 MPH o Co c 3-YEAR ACCIDENT DATA:2008-2010 I TOTAL MID-BLOCK ACC:0 I NO.W/SPEEDING:0 I PREDOMINANT:N/A I HBD,DRUNK, H&R:0 IJ 5'.7!,ACCIDENT RATE: 0.0 ACCIDENTS PER MILLION VEHICLE MILES CALTRANS AVERAGE:1.65 ACCIDENTS PER MILLION VEHICLE MILES v) a `° EXISTING SPEED ZONE - 40 MPH PROPOSED SPEED ZONE- 40 MPH i 1 The speed limit is posted at 40 mph in RHE. The 85th percentile speed is 43 mph and would normally justify a 45 mph posted speed limit. However, COMMENTS due to horizontal curves,vertical curves,moderate pedestrian traffic that may not be apparent to unfamiliar drivers,and to maintain uniformity between o adjacent street segments,a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. a Traffic Engineering Survey STREET: PV DR SOUTH - PV DR WEST LIMITS: SEAWOLF DRIVE TO HAWTHORNE BLVD. City of Rancho Palos Verdes DATE: 12-5-2011 ENGINEER: RUTH SMITH 1 SIGNATURE: LiflwilL ph tai,,i4,4,-, MAP SYMBOLS CI SCHOOL Of° '5, (Double posted �j�� • TRAFFIC SIGNAL ( median) 45 GQ,o,, ct 0 N.T.S. R1-1 R1-1 STOP SIGN E 45 R2-1 SPEED SIGN C 0 Abalone S SCHOOL CROSSWALK R1-1 Ct' 0 CROSSWALK a/os h 0 t I/-rci� 45 -ve cJ'-' 0 R1-1 0 fii s 0°� Q c 45 0 t.-1,‘ Z 3 „:, zi, • 0. • 1 0 N L DISTANCE 1.5 MILES W ALIGNMENT SEVERAL VERTICAL CURVES WITH MODERATE GRADES. W U v 0 PARKING RESTRICTIONS N.S.A.T.AND N.P.A.T. BOTH SIDES. 2 STREET WIDTH VARIES FROM 105 FEET TO 114 FEET. 0 NO. OF LANES AND MEDIAN TWO LANES AND A BIKE LANE IN BOTH DIRECTIONS WITH WIDE DIRT MEDIAN, PARTIALLY LANDSCAPED. U IMPROVEMENTS (SW, C&G) CURB AND GUTTER,NO SIDEWALK EXCEPT AT SIGNALIZED INTERSECTIONS AND FROM HAWTHORNE BLVD.TO APPROX.1000'SOUTHERLY. v 1 i FRONTING DEVELOPMENT MIX OF NON-FRONTING RESIDENTIAL AND UNDEVELOPED SOUTH OF THE SHOPPING CENTER AT HAWTHORNE BLVD. AVERAGE DAILY TRAFFIC 16,938 VPD (June 2011) r 41 2 �SPEED CHECK (DATE/LOC) J UNE 9,2011. N/O CRESTMONT LN. 1 � cro g o; o AVERAGE SPEED: 44 MPH I CRITICAL SPEED: 50 MPH I 10 MILE PACE: 38-47 MPH 0 C° 0 3-YEAR ACCIDENT DATA:2008-2010 I TOTAL MID-BLOCK ACC:5 I NO.W/SPEEDING:1 I PREDOMINANT:BROADSIDE I HBD,DRUNK,H&R:0 IJ ACCIDENT RATE: 0.18 ACCIDENTS PER MILLION VEHICLE MILES CALTRANS AVERAGE: 1.65 ACCIDENTS PER MILLION VEHICLE MILES W `° EXISTING SPEED ZONE- 45 MPH PROPOSED SPEED ZONE- 45 MPH 1 * The 85th percentile speed is 50 mph and would normally justify a 50 mph posted speed limit. However,due to horizontal curves,vertical curves,and COMMENTS to maintain uniformity between adjacent street segments,a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for 0 the above reasons. j a Engineering & Traffic Survey STREET: PALOS VERDES DR WEST LIMITS: HAWTHORNE BLVD. TO NORTH CITY LIMIT City of Rancho Palos Verdes DATE: 12-5-2011 ENGINEER: RUTH SMITH 1 SIGNATURE: ik1244,L, 141 MAP SYMBOLS W za 2 121 SCHOOL L,/' •�� N.T.S. a. r� ca iv • TRAFFIC SIGNAL / ,c a° aspic• m °a• 35 .e , a) (Double posted.i�, R1-1 v in median) �� R1-1 R1-1 STOP SIGN .� R1-1 45 � Palos Verdes Drive West 45 R2-1 SPEED SIGN R1-1 ®i N co R1-1 S SCHOOL CROSSWALK 'ir R1-1 45 _ R1-1 (Double posted CROSSWALK 45 in median) o - M r;1 n sl o r o m m L 6 N DISTANCE 1.0 MILE 41 W ALIGNMENT GENERALLY FLAT WITH SLIGHT CURVES N/O BERRYHILL DR. W PARKING RESTRICTIONS PARKING PROHIBITED BOTH SIDES. g 3 STREET WIDTH 102 FEET CURB TO CURB EXCEPT 104 FEET JUST N/O CRENSHAW; DIVIDED ROAD WITH 39 FOOT WIDE MEDIAN . 2 NO. OF LANES AND MEDIAN 2 THRU LANES AND 1 BIKE LANE IN EACH DIRECTION, RAISED MEDIANS W/OPENINGS AT INTERSECTIONS AND MID BLOCK. E IMPROVEMENTS (SW, C&G) CONCRETE CURB AND GUTTER BOTH SIDES.SIDEWALK OR PATH WEST SIDE 5/0 MARGUERITE DR. co O FRONTING DEVELOPMENT NON-FRONTING RESIDENTIAL,WITH FEW PRIVATE DRIVEWAYS. AVERAGE DAILY TRAFFIC 15,877 VPD (JUNE 2011) r W 2 5 N SPEED CHECK (DATE/LOC) JUNE 9,2011. N/B N/O RUE BEAUPRE;S/B IN SCENIC TURNOUT. I (D 0 0 0 AVERAGE SPEED: 46 MPH I CRTICIAL SPEED: 51 MPH I 10 MILE PACE: 41-50 MPH °,� I° o `O c 3-YEAR ACCIDENT DATA:2008-2010 I TOTAL MID-BLOCK ACC: 5 I NO.W/SPEEDING: 1 I PREDOMINANT:HIT FIXED OBJ. I HBD,DRUNK,H&R:2 -4 ACCIDENT RATE: 0.29 ACCIDENTS PER MILLION VEHICLE MILES CALTRANS AVERAGE: 1.65 ACCIDENTS PER MILLION VEHICLE MILES Co EXISTING SPEED ZONE- 45 MPH PROPOSED SPEED ZONE- 45 MPH I The 85th percentile speed is 51 mph and would normally justify a 50 mph posted speed limit. However,due to horizontal curves,vertical curves,and COMMENTS to maintain uniformity between adjacent street segments,a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for the above reasons. CITY OF RANCHO PALOS VERDES SPOT SPEED SURVEY Street SILVER SPUR ROAD Date 6/9/2011 50th% 40 MPH Limits ELKMONT TO HAWTHORNE Begin 11:45 End 12:20 85th% 44 MPH Surveyed at SO.OF BASSWOOD AVE. Weather OVERCAST Average 40 MPH Direction EASTBOUND WESTBOUND Recorded by CA 10MPH 36 45 %in Pace 71% MPH NUMBER OF VEHICLES Number of Percent of Cumulative 5 10 15 20 25 30 Vehicles Total Percentage 65 0 0% 100.0% O 0% 100.0% p 1 0% 100.0% 0 0% 99.5% 0 0% 99.5% 60 0 0% 99.5% O 0% 99.5% x 1 0% 99.5% 0 0% 99.1%, O 0% 99.1% 55 0 0% 99.1% 0, 0% 99.1% 0 0% 99.1% 0 0% 99.1% x x 2 1% 99.1% 50 0 0 X 3 1% 98.1% O 1, 0% 96.7% o o X 3 1% 96.3% 0 0 0 0 0 X X 7 3% 94.9% O X X X 4 2% 91.6% 45 0 0 0 0 0 o x x x x x 11 5% 89.7% O 0 0 0 X X X X X X X X 12 6% 84.6% O 0 0 0 0 X X X X X 10 5% 79.0% 0 0 0 0 0 0 0 0 0 0 0 X X X X X X X X X X X 22 10% 74.3% O 0 0 0 0 0 0 0 0 0 X X X X 14 7% 64.0% 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X X X X X X X X X X 25 12% 57.5% O 0 0 0 0 X X X X X X 11 5% 45.8% O 0 0 0 0 0 0 0 0 0 0 0 X X X X X X 18 8% 40.7% O 0 0 0 0 X X X X X X X X 13 6% 32.2% o o 0 0 0 0 X X X X X X X X X X 16 7% 26.2% 35 0 0 0 0 0 0 o x x x X 11 5% 18.7% O 0 0 X X X X X X X 10 5% 13.6% 0 0 _ _ 2 1% 8.9% O 0 X X X X X X X X 10 5% 7.9% O X X X 4 2% 3.3% 30 X X 2 1% 1.4% O 0% 0.5% X 1 0% 0.5% O 0% 0.0% 0 ' 0% 0.0% _ 25 0 0% 0.0% O 0% 0.0% O 0% 0.0% 0 0% 0.0% O 0% 0.0% 20 _ 0 0% 0.0% O 0% 0.0% 0 0% 0.0% 0 0% 0.0% O 0% 0.0% 15 0 0% 0.0% X-East/North Bound 0-West/South Bound Total Observed 214 100 Resolution No.2011-99 Exhibit A Page 8of19 CITY OF RANCHO PALOS VERDES SPOT SPEED SURVEY Street INDIAN PEAK ROAD Date 6/9/2011 50th% 38 MPH Limits CRENSHAWTO ROLLING HILLS EST/ Begin 12:30 End 1:15 85th% 43 MPH Surveyed at SO.OF CITY LIMIT Weather OVERCAST Average 38 MPH Direction EASTBOUND-WESTBOUND Recorded by CA 10MPH 34 43 %in Pace 73% MPH NUMBER OF VEHICLES Number of Percent of Cumulative 5 10 15 20 25 30 Vehicles Total Percentage 65 0 0% 100.0% 0 0% 100.0% O 0% 100.0% 0 0% 100.0% 0 0% 100.0% 60 0 0% 100.0% 0 0% 100.0% 0 0% 100.0% O 0% 100.0% O 0% 100.0% 55 0 0% 100.0% O 0% 100.0% x 1 0% 100.0% O 1 0% 99.5% O 0% 99.1% 50 X X 2 1% 99.1% 0 0% 98.1% 0 X X 3 1% 98.1% 0 X X _ 3 1% 96.7% X X X X X 5 2% 95.3% 45)3 x x x x x 6 3% 93.0% O 0 0 X X X X X X _ 9 4% 90.2% O 0 0 X X _ 5 2% 86.0% 0 0 0 0 0 0 0 0 0 X X X X X X X X X X X X X 22 10% 83.7% , O 0 0 0 0 X X X X X X X X 13 6% 73.5% 400 0 0 0 o x x x x x x x x x x x x 17 8% 67.4% O 0 0 0 0 0 0 X X X X _ 11 5% 59.5% O 0 0 0 0 X X X X X X X 12 6% 54.4% 0 0 0 0 0 0 0 0 0 0 0 0 0 X X X X X X X X X X X X X 26 12% 48.8% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X X X X X X 20 9% 36.7% 35 0 0 0 0 0 0 0 o x x x x x x x x 16 7% 27.4% 0 0 0 0 0 0 0 0 0 0 0 x x x x x 16 7% 20.0% 0 0 0 0 X 5 2% 12.6% O 0 0 0 0 0 0 0 0 0 0 X 12 6% 10.2% O 0 0 0 0 0 X X X X _ 10 5% 4.7% 30 _ 0 0% 0.0% 0 0% 0.0% O 0% 0.0% O 0% 0.0% 0 0% 0.0% 25 0 0% 0.0% O 0% 0.0% O 0% 0.0% O 0% 0.0% 0 0% 0.0% 20 0 0% 0.0% 0 0% 0.0% O 0% 0.0% O 0% 0.0% O 0% 0.0% 15 0 0% 0.0% X-East/North Bound 0-West/South Bound Total Observed 215 100 Resolution No.2011-99 Exhibit A Page 9 of 19 CITY OF RANCHO PALOS VERDES SPOT SPEED SURVEY Street PVDW-PVDS Date 6/9/2011 50th% 44 MPH Limits HAWTHORNE BLVD.TO SEAWOLF Begin 11:00 End 11:30 85th% 50 MPH Surveyed at Weather OVERCAST Average 44 MPH Direction NORTHBOUND-SOUTHBOUND Recorded by CA 10MPH 38 47 %in Pace 70% MPH NUMBER OF VEHICLES Number of Percent of Cumulative 5 10 15 20 25 30 Vehicles Total Percentage 65 0 0% 100.0% 0 0% 100.0% 0 0% 100.0% 0 0% 100.0% 0 0% 100.0% 60 0 0% 100.0% O 0% 100.0% 0 1 0% 100.0% 0 1 0% 99.5% x 1 0% 99.1% 55 x x 0 0 0 5 2% 98.6% X o 2 1% 96.3% X X X X X X 0 0 8 4% 95.4% X X X 3 1% 91.7% X 0 0 0 4 2% 90.4% 50 X X X X X X X X 0 0 0 0 0 13 6% 88.5% X X X X X 0 0 7 3% 82.6% 0 0 7 3% 79.4% X X X X X X O 0 0 0 15 7% 76.1% X 0 0 0 0 0 0 0 0 0 0 0 17 8% 69.3% 45 X X X X X X 0 0 0 0 0 0 0 0 19 9% 61.5% X 0 0 0 9 4% 52.8% X X X 0 0 0 0 0 13 6% 48.6% X X X X X X X X X 0 0 0 0 0 0 0 0 0 0 0 20 9% 42.7% X X X X X 0 0 0 0 0 0 0 0 0 14 6% 33.5% 40 x x x x x x x x x x x x x x 0 0 0 0 0 0 0 0 0 0 0 0 26 12% 27.1% X X X 0 0 0 0 0 0 9 4% 15.1% X X X X 0 0 0 0 0 0 0 11 5% 11.0% X X 0 3 1% 6.0% 0 0 0 0 4 2% 4.6% 35 x o o o o o 6 3% 2.8% O 0% 0.0% O 0% 0.0% O 0% 0.0% O 0% 0.0% 30 0 0% 0.0% 0 0% 0.0% O 0% 0.0% O 0% 0.0% O 0% 0.0% 25 0 0% 0.0% 0 0% 0.0% O 0% 0.0% 0 0% 0.0% 0 0% 0.0% 20 0 0% 0.0% 0 0% 0.0% 0 0% 0.0% 0 0% 0.0% 0 0% 0.0% 15 0 0% 0.0% X-East/North Bound 0-West/South Bound Total Observed 218 100 No.2011-99 Exhibit A Page 10 of 19 CITY OF RANCHO PALOS VERDES SPOT SPEED SURVEY Street PALOS VERDES DRIVE WEST Date 6/9/2011 50th% 46 MPH Limits HAWTHORNE BLVD.TO N CITY LIMIT Begin 10:30 End 10:50 85th% 51 MPH Surveyed at SCENIC PULLOUT Weather OVERCAST Average 46 MPH Direction NORTBOUND-SOUTHBOUND Recorded by CA 10MPH 41 50 %in Pace 70% MPH NUMBER OF VEHICLES Number of Percent of Cumulative 5 10 15 20 25 30 Vehicles Total Percentage 65 0 0% 100.0% _ 0 0% 100.0% O 0% 100.0% 0 0% 100.0% O 0% 100.0% 60 o 1 0% 100.0% O 0 0 3 1% 99.5% X 0 2 1% 98.1% O 0 0 3 1% 97.2% O 0% 95.7% 55 x x x o 0 0 0 7 3% 95.7% O 0 0 0 0 5 2% 92.4% X X X 0 _ 4 2% 90.0% x 0 0 0 0 _ - 5 2% 88.2% X X o 0 4 2% 85.8% . . _ 50 X x x X x X X X X X X X X X X_0 0 0 0 0 _ 20 9% 83.9% X X X X X X X X X X X X 0 0 0 0 0 0 0 0 0 21 10% 74.4% X X X X X X 0 0 0 0 0 0 0 13 6% 64.5% X X X X X X X X 0 0 0 0 0 0 0 0 16 8% 58.3% X X X X X X 0 0 0 0 0 0 0 0 0 0 0 17 8% 50.7% 45xxxxxxxxxxxxxxxo o_o oo o_o 0 23 11% 42.7% X X X 0 0 0 0 0 _ _ 8 4% 31.8% X X X X X X X X 0 0 0 0 0 0 0 0 16 8% 28.0% X X X X o 0 6 3% 20.4% x x x x 0 0 0 0 8 4% 17.5% 40 x x x x x x X X X X o 11 5% 13.7% X X 0 0 0 0 0 7 3% 8.5% X X o o _ 4 2% 5.2% X 0 2 1% 3.3% O 1 0% 2.4% 35 X o o 3 1% 1.9% 0 1 0% 0.5% _ 0 0% 0.0% _ 0 0% 0.0% 0 0% 0.0% 30 _ 0 0% 0.0% 0 0% 0.0% O 0% 0.0% 0 0% 0.0% O 0% 0.0% 25 0, 0% 0.0% O 0% 0.0% O 0% 0.0% 0 0% 0.0% O 0% 0.0% 20 0 0% 0.0% O 0% 0.0% 0 0% 0.0% O 0% 0.0% O 0% 0.0% 15 0 0% 0.0% X-East/North Bound 0-West/South Bound Total Observed 211 100 , Resolution No.2011-99 Exhibit A Page 11 of 19 City Traffic Counters, LLC. Page 1 626.256A171 Site Code:000000000201 Station ID: Silver Spur Bt Elkmount&Hawthorne Latitude:0'0.000 Undefined Northbound Start 08-Jun-11 North Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 0 238 12:15 3 123 12:30 3 128 12:45 1 131 7 620 01:00 0 98 01:15 1 115 01:30 2 91 01:45 1 90 4 394 02:00 1 128 02:15 1 161 02:30 2 107 02:45 0 90 4 486 03:00 1 85 03:15 3 113 03:30 0 98 03:45 0 110 4 406 04:00 0 78 04:15 2 105 04:30 2 93 04:45 2 129 6 405 05:00 5 97 05:15 2 92 05:30 8 98 05:45 20 94 35 381 06:00 21 98 06:15 22 89 06:30 26 69 06:45 36 73 105 329 07:00 44 76 07:15 62 I 75 07:30 168 53 07:45 133 50 407 254 08:00 87 49 08:15 83 50 08:30 77 45 08:45 59 36 306 180 09:00 62 30 09:15 61 27 09:30 59 21 09:45 105 22 287 100 10:00 143 10 10:15 107 14 10:30 83 8 10:45 88 4 421 36 11:00 111 4 11:15 102 4 11:30 137 14 11:45 131 6 481 28 Total 2067 3619 Percent 36.4% 63.6% Grand Total 2067 3619 Percent 36.4% 63.6% ADT ADT 5,686 Northbound AADT 5,686 Resolution No.2011-99 Exhibit A Page 12 of 19 City Traffic Counters, LLCM Page 1 626.256.4171 Site Code:000000000197 Station ID: Silver Spur Bt Elkmount&Hawthorne Latitude:0'0.000 Undefined Southbound Start 08-Jun-11 South Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 2 107 12:15 4 163 12:30 8 113 12:45 4 85 18 468 01:00 2 106 01:15 2 81 01:30 0 108 01:45 3 105 7 400 02:00 1 95 02:15 4 80 02:30 2 88 02:45 3 83 10 346 03:00 2 102 03:15 0 101 03:30 0 96 03:45 0 88 2 387 04:00 0 107 04:15 2 132 04:30 3 103 04:45 3 83 8 425 05:00 5 110 05:15 1 94 05:30 7 87 05:45 12 108 25 399 06:00 14 100 06:15 6 99 06:30 17 101 06:45 16 74 53 374 07:00 39 103 07:15 39 70 07:30 40 71 07:45 66 67 184 311 08:00 58 52 08:15 56 44 08:30 95 57 08:45 144 40 353 193 09:00 128 33 09:15 116 42 09:30 86 45 09:45_ 79 26 409 146 10:00 89 20 10:15 73 24 10:30 74 29 10:45 68 19 304 92 11:00 77 23 11:15 88 9 11:30 93 8 11':45 100 4 358 44 Total 1731 3585 Percent 32.6% 67.4% Grand Total 1731 3585 Percent 32.6% 67.4% ADT ADT 5,316 Southbound AADT 5,316 Total AADT 11,002 vpd Resolution No.2011-99 Exhibit A Page 13 of 19 City Traffic Counters, LLC. Page 1 626.256.4171 Site Code:000000000193 Station ID: Indian Peak Bt Crenshaw&R.Hills City limit Latitude:0'0.000 Undefined Eastbound Start 08-Jun-11 East Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 6 63 12:15 4 70 12:30 6 69 12:45 0 89 16 291 01:00 4 64 01:15 0 77 01:30 1 75 01:45 3 66 8 282 02:00 0 63 02:15 2 51 02:30 0 97 02:45 1 84 3 295 03:00 0 89 03:15 3 94 03:30 0 87 03:45 1 63 4 333 04:00 0 95 04:15 7 63 04:30 5 59 04:45 2 73 14 290 05:00 5 67 05:15 10 82 05:30 11 74 05:45 4 72 30 295 06:00 15 55 06:15 22 60 06:30 38 67 06:45 34 46 109 228 07:00 35 44 07:15 65 53 07:30 164 35 07:45 104 44 368 176 08:00 80 36 08:15 75 33 08:30 94 42 08:45 79 35 328 146 09:00 63 33 09:15 79 34 09:30 69 30 09:45 63 23 274 120 10:00 72 29 10:15 74 12 10:30 55 5 10:45 63 8 264 54 11:00 72 7 11:15 70 3 11:30 67 5 11:45 73 8 282 23 Total 1700 2533 Percent 40.2% 59.8% Grand Total 1700 2533 Percent 40.2% 59.8% ADT ADT 4,233 Eastbound AADT 4,233 Resolution No.2011-99 Exhibit A Page 14 of 19 City Traffic Counters, LLC. Page 1 626.256.417' Site Code:000000000136 Station ID: Indian Peak Bt Crenshaw&R.Hills City limits Latitude:0'0.000 Undefined Westbound Start 08-Jun-11 West Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 5 67 12:15 6 60 12:30 6 41 12:45 2 61 19 229 01:00 4 62 01:15 1 61 01:30 0 58 01:45 1 38 6 219 02:00 2 71 02:15 3 49 02:30 2 71 02:45 0 56 7 247 03:00 2 75 03:15 0 65 03:30 1 72 03:45 0 78 3 290 04:00 2 54 04:15 1 79 04:30 1 55 04:45 2 82 6 270 05:00 6 78 . ................................... .. 05:15 4 77 05:30 4 80 05:45 15 56 29 291 06:00 6 84 06:15 4 53 06:30 17 71 06:45 17 72 44 280 07:00 23 77 07:15 20 54 07:30 28 67 07:45 54 44 125 242 08:00 43 30 08:15 35 31 08:30 59 33 08:45 63 39 200 133 09:00 80 31 09:15 63 16 09:30 42 17 09:45 51 30 236 94 10:00 83 36 10:15 34 26 10:30 57 7 10:45 28 11 202 80 11:00 70 13 11:15 49 12 11:30 47 12 11':45 60 5 226 42 Total 1103 2417 Percent 31.3% 68.7% Grand Total 1103 2417 Percent 31.3% 68.7% ADT ADT 3,520 Westbound AADT 3,520 Total AADT 7,753 vpd Resolution No.2011-99 Exhibit A Page 15 of 19 City Traffic Counters, L .C. Page 1 Site Code:000000000169 Station ID: Palos Verdes Dr West/South Bt Seawolf&Hawthorne Latitude:0'0.000 Undefined Eastbound Start 08-Jun-11 East Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 4 195 12:15 0 199 12:30 8 159 12:45 4 136 16 689 01:00 6 117 01:15 2 147 01:30 1 136 01:45 1 124 10 524 02:00 1 134 02:15 2 157 02:30 2 160 02:45 1 162 6 613 03:00 1 184 03:15 0 211 03:30 4 203 03:45 8 197 13 795 04:00 0 150 04:15 7 161 04:30 10 174 04:45 8 184 25 669 05:00 12 167 05:15 17 189 05:30 26 160 05:45 11 153 66 669 06:00 28 131 06:15 33 156 06:30 60 161 06:45 54 113 175 561 07:00 54 90 07:15 87 93 07:30 100 100 07:45 102 63 343 346 08:00 118 71 08:15 78 54 08:30 131 53 08:45 83 70 410 248 09:00 70 61 09:15 83 45 09:30 71 35 09:45 68 44 292! 185 10:00 92 30 10:15 205 26 10:30 66 20 10:45 103 23 466 99 11:00 89 18 11:15 127 20 11:30 114 14 11:45 120 16 450 68 Total 2272 5466 Percent 29.4% 70.6% Grand Total 2272 5466 Percent 29.4% 70.6% ADT ADT 7,738 Eastbound AADT 7,738 Resolution No.2011-99 Exhibit A Page 16 of 19 City Traffic Counters, LLC. Page 1 626.255.4171 Site Code:000000000111 Station ID: Palos Verdes Dr West/South Bt Seawolf&Hawthorne Latitude:0'0.000 Undefined Westbound Start 08-Jun-11 West Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 12 164 12:15 3 125 12:30 6 135 12:45 9 144 30 568 01:00 6 141 01:15 9 136 01:30 7 163 01:45 9 167 31 607 02:00 1 151 02:15 2 125 02:30 1 162 02:45 3 175 7 613 03:00 2 161 03:15 1 155 03:30 4 176 03:45 2 157 9 649 04:00 8 171 04:15 7 165 04:30 10 147 04:45 9 154 34 637 05:00 10 123 05:15 18 152 05:30 30 117 05:45 36 152 94 544 06:00 30 133 06:15 62 115 06:30 56 131 06:45 80 104 228 483 07:00 126 114 07:15 205 91 07:30 344 85 07:45 268 90 943 380 08:00 219 56 08:15 248 76 08:30 202 82 08:45 154 73 823 287 09:00 160 62 09:15 152 50 09:30 154 48 09:45 138 50 604 210 10:00 146 50 10:15 132 35 10:30 151 32 10:45 157 37 586 154 11:00 137 27 11:15 114 22 11:30 176 29 11:45 161 13 588 91 Total 3977 5223 Percent 43.2% 56.8% Grand Total 3977 5223 Percent 43.2% 56.8% ADT ADT 9,200 Westbound AADT 9,200 Total AADT 16,938 vpd Resolution No.2011-99 Exhibit A Page 17 of 19 City Traffic Counters, LLC. Page 1 525.255.4171 Site Code:000000000190 Station ID: Palos Verdes Dr West Bt Hawthorn&N.City Limits Latitude:0'0.000 Undefined Eastbound Start 08-Jun-11 East Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 8 141 12:15 9 310 12:30 2 274 12:45 11 165 30 890 01:00 6 150 01:15 4 110 01:30 1 154 01:45 2 144 13 558 02:00 0 138 02:15 2 142 02:30 2 137 02:45 1 161 5 578 03:00 0 180 03:15 0 175 03:30 1 205 03:45 3 206 4 766 04:00 6 165 04:15 1 164 04:30 6 193 04:45 13 148 26 670 05:00 10 179 05:15 12 191 05:30 25 174 05:45 21 160 68 704 06:00 25 155 06:15 42 106 06:30 40 125 06:45 59 11'9 166 505 07:00 66 83 07:15 80 90 07:30 127 68 07:45 182 82 455 323 08:00 294 67 08:15 201 78 08:30 148 56 08:45 147 55 790 256 ........ .... 09:00 120 39 09:15 99 46 09:30 94 46 09:45 129 36 442 167 10:00 124 38 10:15 157 13 10:30 99 26 10:45 105 22 485 99 11:00 120 22 11:15 106 17 11:30 134 14 11:45 133 11 493 64 Total 2977 5580 Percent 34.8% 65.2% Grand Total 2977 5580 Percent 34.8% 65.2% ADT ADT 8,557 Eastbound AADT 8,557 Resolution No.2011-99 Exhibit A Page 18 of 19 City Traffic Counters, LLC. Page 1 626.256.4171 Site Code:000000000190 Station ID: Palos Verdes Dr West Bt Hawthorn&N.City Limits Latitude:0'0.000 Undefined Westbound Start 08-Jun-11 West Hour Totals Time Wed Morning Afternoon Morning Afternoon 12:00 6 170 12:15 8 157 12:30 2 118 12:45 8 110 24 555 01:00 2 124 01:15 1 137 01:30 2 134 01:45 3 155 8 550 02:00 1 125 02:15 0 103 02:30 0 131 02:45 0 122 1 481 03:00 1 138 03:15 0 148 03:30 1 142 03:45 1 147 3 575 04:00 2 138 04:15 7 119 04:30 7 128 04:45 1 120 17 505 05:00 3 126 05:15 12 122 05:30 12 108 05:45 17 143 44 499 06:00 22 123 06:15 23 72 06:30 35 91 06:45 51 99 131 385 07:00 74 82 07:15 135 91 07:30 247 98 07:45 300 66 756 337 08:00 142 65 08:15 149 66 08:30 137 72 08:45 126 55 554 258 09:00 101 49 09:15 115 36 09:30 89 32 09:45 133 36 438 153 10:00 124 32 10:15 101 29 10:30 100 24 10:45 95 29 420 114 11:00 77 21 11:15 94 16 11:30 124 24 11:45 144 12 439 73 Total 2835 4485 Percent 38.7% 61.3% Grand Total 2835 4485 Percent 38.7% 61.3% ADT ADT 7,320 Westbound AADT 7,320 Total AADT 15,877 vpd Resolution No.2011-99 Exhibit A Page 19 of 19