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Home My WebLink About1992-09-14; Traffic Safety Commission; ; Staff has been asked to investigate alternatives to restrict turning movements or travel patterns at the intersection of Oak Avenue with Carlsbad BoulevardCITY OF CARLSBAD TRAFFIC SAFETY COMMISSION STAFF REPORT COMMISSION MEETING OF: September 14, 1992 LOCATION: Carlsbad Boulevard/Oak Avenue Intersection ITEM NO. 6A INITIATED BY: Staff has received three separate requests regarding this intersection from the following individuals: 1. Jim Watson, P.O. Box 1426, Carlsbad, California 92018 2. Traffic Safety Commissioner Mark Rifkin 3. Paul C. Tadlock, 723 Eucalyptus Avenue #30, Vista, California 92084 REQUESTED ACTION: Staff has been asked to investigate alternatives to restrict turning movements or travel patterns at the intersection of Oak Avenue with Carlsbad Boulevard. These alternatives are: Alternative 1. Alternative 2. Alternative 3. Alternative 4. BACKGROUND: Restrict the eastbound Oak Avenue turning movement to a right-tum in/right- turn out at Carlsbad Boulevard. Install a raised median on Carlsbad Boulevard across the Oak Avenue intersection to restrict turning movements to a right-tum in, right-tum out. Install a partial raised median across the intersection that allows left turns from Carlsbad Boulevard and restricts Oak Avenue to right-tum in, right-tum out. Initiate one-way travel westbound on Oak Avenue from Carlsbad Boulevard to Ocean Street At the May, 1992 Traffic Safety Commission meeting, staff was asked to investigate the feasibility and impacts associated with requested action items numbered Alternative 1 and Alternative 2, as indicated above. On May 21, 1992 staff received an additional written request to designate Oak Avenue as one-way westbound travel only between Carlsbad Boulevard and Ocean Street. CI1Y OF CARLSBAD TRAFFIC SAFE1Y COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 (continued) Item:~ DATA: Carlsbad Boulevard is classified as a major arterial on the City of Carlsbad Circulation Element. The roadway is 82' wide and provides two lanes in each direction and left turn lanes at the intersection. Oak Avenue is considered a local street. Oak Avenue is 40' wide and provides for one lane in each direction. Both roads are fully improved. Parking on Carlsbad Boulevard is limited to the east side of the street, northerly and southerly of Oak Avenue with parking provided on both sides of Oak Avenue between Carlsbad Boulevard and Ocean Street. Carlsbad Boulevard has a slight curvilinear alignment and vertical grade at the subject intersection and Oak Avenue has a slight grade (vertically) on each approach to this intersection. The existing traffic controls are STOP signs, limit lines and pavement legends on Oak Avenue with no controls provided on Carlsbad Boulevard. The posted speed limit on Carlsbad Boulevard is 35 miles per hour. Recent two-way traffic volumes are 18,588 ADT on Carlsbad Boulevard and 1,262 ADT on Oak Avenue. The intersection collision history since January 1, 1987 indicates eight reported collisions. Collision diagrams have been prepared and are attached to this report. From the collision diagrams, it can be observed that of the five violation of right of way collisions at this intersection, two were associated with driving under the influence of alcohol and one had fogged windows as an associated factor. Two of the seven collisions resulted from an eastbound vehicle attempting to turn from Oak Avenue to Carlsbad Boulevard. The west leg of Oak Avenue that serves eastbound traffic movements intersects Carlsbad Boulevard immediately south of a 600-foot radius horizontal curve. This curve and the three, large eucalyptus trees on the westerly side of Carlsbad Boulevard between Oak Avenue and Carlsbad Village Drive, results in a sight restriction for drivers of vehicles exiting from Oak Avenue to Carlsbad Boulevard when looking to the north for southbound approaching vehicles. In order to quantify the various turn movements at the Carlsbad Boulevard and Oak Avenue intersection, staff conducted a turning movement count of the total number of vehicles entering this intersection between the hours of 8:00 A.M. and 6:00 P.M. on July 14, 1992. During this time period 12,684 vehicles entered the intersection. The different turn movements for this ten hour period are summarized in Table 1. CI'IY OF CARLSBAD TRAFFIC SAFE'IY COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 Item: 6A ( continued) NUMBER OF VEHICLES 348 21 208 189 139 109 61 133 205 442 41 154 5,135 5,437 37 25 TABLE 1 Carlsbad Boulevard/Oak Avenue Turn Movements July 14, 1992 %OF TOTAL TURNING MOVEMENT OR TRAVEL DIRECTION ENTERING VOLUME FROM TO 2.7 Carlsbad Blvd northbound Oak Avenue westbound 0.2 Carlsbad Blvd northbound "U" Turn 1.6 Carlsbad Blvd southbound Oak Avenue eastbound 1.5 Carlsbad Blvd southbound 7-11 Driveway 1.1 Carlsbad Blvd southbound "U" Turn 0.9 Oak Avenue eastbound Carlsbad Blvd northbound 0.5 Oak Avenue westbound Carlsbad Blvd southbound 1.0 Carlsbad Blvd northbound Oak Avenue eastbound 1.6 Carlsbad Blvd southbound Oak Avenue westbound 3.5 Oak Avenue eastbound Carlsbad Blvd southbound 0.3 Oak Avenue westbound Carlsbad Blvd northbound 1.2 7-11 out of Driveway Carlsbad Blvd. 40.5 Carlsbad Blvd northbound Carlsbad Blvd. northbound 42.9 Carlsbad Blvd southbound Carlsbad Blvd. southbound 0.3 Oak Avenue eastbound Oak Avenue eastbound 0.2 Oak Avenue westbound Oak Avenue westbound The individual totals for each turning movement for this 10 hour period is indicated on Exhibit 8. Each of the three alternatives under consideration impact the total volume entering the intersection differently, based upon the type of turning movement that would be restricted or eliminated. The percent of vehicles impacted and the turning movement restricted for each alternative is indicated on Table 2. CITY OF CARLSBAD TRAFFIC SAFETY COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 Item: 6A ( continued) TABLE 2 Turning Movement Impact Analysis Alternative Total Number of % of Entering Turning Movement Vehicles Impacted Volume Impacted Impacted 1 146 1.15 Eastbound Oak Avenue left turns and through movements. 2 1,291 10.2 Eastbound and westbound Oak Avenue left turns and through movements, Carlsbad Boulevard left- turns and U-turns. 3 588 4.6 Oak Avenue eastbound left, through and right turns. Alternative Analysis Each of the four alternatives impacts different turning movements and travel patterns at the intersection. Additionally, each alternative has a different construction cost impact to implement the physical solution, as well as different economic impacts to adjacent businesses, additional fuel costs due to additional travel lengths, etc. The collision history does not suggest a deficiency with the intersection. However, the sight restriction, intersection geometrics and the large volumes of traffic on Carlsbad Boulevard compared to Oak Avenue does result in some difficulty for eastbound Oak Avenue vehicles attempting to turn left or right at Carlsbad Boulevard or to proceed across the intersection to the east side. Alternative 1 This alternative restricts eastbound Oak Avenue traffic volumes to a right-tum out to proceed southbound on Carlsbad Boulevard as indicated on Exhibit 9. The restriction would be implemented by signing and striping a painted median (island) on the A.C. pavement. CI1Y OF CARLSBAD TRAFFIC SAFE1Y COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 ( continued) Item: 6A Three on-street parallel parking spaces on Oak Avenue would be required to be removed to facilitate striping of the median. This alternative could be implemented by the City of Carlsbad Utilities and Maintenance Department and is estimated to cost approximately $1,800. As observed on Table 1, the eastbound left-turns and through movements total 146 vehicles that would be impacted by the right-tum only. This is approximately 1.2% of the total entering volume. Vehicles forced to turn right to southbound Carlsbad Boulevard would be able to negotiate a U-TURN at Pine Avenue, the intersection located 550 feet south of Oak Avenue. A protected left-tum movement is provided at the Pine Avenue intersection for southbound vehicles to negotiate a U-TURN to proceed northerly. Drivers have a second alternative if they do not desire to proceed southbound to Pine Avenue. Access via Ocean Street to Carlsbad Village Drive will enable the driver to reach the Carlsbad Boulevard/Carlsbad Village Drive intersection without proceeding out of direction. Staff favors this alternative due to its low cost to implement and it eliminates difficult eastbound left-turns and through movements due to the sight restriction. Sufficient capacity exists at Pine Avenue such that th~ additional traffic volumes added at the intersection would not negatively impact the intersection level of service. Alternative 2 This alternative would construct a raised median on Carlsbad aGross the intersection of Oak Avenue as indicated on Exhibit 10. Turning movements on Oak Avenue for both the east and west legs of the intersection would be limited to a right-turn in from Carlsbad Boulevard and a right-turn onto Carlsbad Boulevard from Oak Avenue. The cost to construct this alternative is estimated to be $31,000. At this time, staff does not recommend that this alternative be implemented. The collision history does not indicate the need to restrict the various turning movements that would be eliminated by the raised median. At this location several businesses and apartments would have access restricted, resulting in out of direction travel. • CI1Y OF CARLSBAD TRAFFIC SAFE1Y COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 (continued) Alternative 3 Item: 6A This alternative is a vanat1on of Alternative 2 and is shown on Exhibit 11. Alternative 3 provides a partial raised median in the Carlsbad Boulevard/Oak Avenue intersection. The advantage of this type of median is that left-turns from Carlsbad Boulevard to Oak Avenue are permitted. However, left-turns and through movements from Oak Avenue are eliminated and the intersection becomes a right- tum in, right-tum out from Carlsbad Boulevard to Oak Avenue or vice-versa. This alternative could be implemented if Alternative 1 is unsuccessful and it would help minimize some of the operational deficiencies at the Carlsbad Boulevard/Oak Avenue intersection. However, the collision history does not suggest the need for the median at this time. Alternative 4 One suggestion received by staff to eliminate the left-tum, through and right-tum movement from eastbound Oak Avenue at Carlsbad Boulevard would be to convert Oak Avenue to a ONE-WAY STREET westbound between Carlsbad Boulevard and Ocean Street. The Police Department and Fire Department have indicated that response times would not be seriously impacted by this request. As with all proposals, there are advantages and disadvantages to a potential solution. Advantages for a ONE-WAY STREET include: 1. Capacity of a street increases -used to reduce congestion. 2. Travel speed increases -delay is reduced. 3. The total number of collisions is generally reduced. 4. Pedestrian safety is improved. Disadvantages include: 1. Increase in travel distance and out of direction travel resulting in additional fuel use and air pollution. 2. Potential confusion to first-time visitors to the area. 3. Inadvertent wrong-way travel. 4. Changes in travel patterns may result in problems at another location. CI1Y OF CARLSBAD TRAFFIC SAFE1Y COMMISSION Staff Report COMMISSION MEETING OF: September 14, 1992 ( continued) Some of the advantages/disadvantages would not be applicable to the short length of Oak Avenue proposed to be converted to ONE-WAY travel. Generally, when proposing conversion to ONE-WAY streets there are two or more streets being considered. A wide network of streets, therefore, helps ensure success of the one direction pattern of streets. Very few streets in Carlsbad exist as ONE-WAY streets. The need to convert the subject length of Oak Avenue to a ONE-WAY street has not been demonstrated and is not recommended. RECOMMENDATION: The Traffic Safety Coordinating Committee recommends that Alternative 1 be implemented at this time. It is further recommended that the intersection be monitored and other solutions studied if problems occur. NECESSARY CI1Y COUNCIL ACTION: No City Council action required to implement Alternative 1. Other solutions requiring significant expenditures would require City Council authorization. ... • • \ , ·-' f.._· • • '.' ___.,., LOCATION MAP S IT E N III NOT TO SCALE PROJECT NAME □AK AVE, / CARL SBAD BL VD , EXH IBIT INTER SECTION 1 • INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORT A TlON DIVISION TRAFFIC OPERATIONS SECTION LOCATION= CARLSBA D BO ULEVARD@ □AK AV ENUE DRAWN BY= 'f3 . 'W. DATE= ----=-8_-=2-=-l -_9~2=---- PERIOD= 01-01 -92 thru 05 -3 0-92 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR TOTAL PROP. DAMAGE INJURY FATAL LIGHT DARK WET 1992 2 1 1 0 2 0 0 i:::::i oz W <I ! > v,--"' <IW _J (>'.:::[ i'.l'.1 i:::::i <[ i'.l'.1 N (/) ~ _J Ci:'.'. <[ nts u L - VR\./ 254 01-09-92 15:03 <BICYCLE) VR\./-\./S 18 15 03-01-92 14:20 ' -□AK AVENUE • EX HI BIT 2 VEH. @ FAUL T LEGEND ---{> VEH. MOVING FOR'w'ARD ----{>0 <}-HEAD-ON CONST CONSTRUCTION !NATT INATTENTION ~ VEH. MOVING BACKYARD ~ ESS EXCEEDING SAFE SPEED MIC MOTORCYCLE HEAD-ON SIDES\JIPE - --!> PEDES TRIAN FTC FOLL□IJING TOO CLOSE RSS RAN STOP /SIGNAL C=> PASSING SJDES\JIPE HBD HAD BEEN DRINKING VR\J V IOLATED R-0-\J PARKED VEH. □ r H&R HIT & RUN \JS \JRONG SJDE FIXED OBJECT RIGHT ANGLE !LC IMPROPER LANE CHANGE DUI DRI V ING UNDER 0 PROPERTY DAMAGE ONLY INFLUENCE 0 IP IMPROPER PASS INJURY □TH OTHER ◊ IT IMPROPER TURN • FATAL "at PASSING TURN IS IMPROPER START CDLUSION DATA DESCf11PTION, OUT-OF-CONTROL .ll{> 18 IMPROPER BACK <COLLISION FAC T.) (REP. #)[> ROLLOVER <DATE) (TIMD INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORTATION DIVISION TRAFFIC OPERATIONS SECTION LOCATION: CARLSBAD BOULEVARD@ OAK AVENUE DRAWN BY: '&. 'W. DA TE: -------"'--0 2==---2==-5=--9~2==------- PERIOD: 01-01 -91 thru 12-31-91 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR 1991 ------t> ~ - --{> c=> □ 0 0 • "at TOTAL PROP. INJURY DAMAGE FATAL 1 0 1 H qz W<[ > V)~ -i::1 <[ w _J 0:::::;: ~ H <[ ~ (/) _J Q::'. <[ u - -=-D::-=-U-=--I ---=-V..:.......:....R ...:..:..'w--.::...9...:..:..4...::..._9_:::_6 ~ ~ 10-12-91 01:20 -y OAK AV ENUE I/ VEH. E! FAULT VEH. MOVING FOR'w'AR D ---t>O<r- VEH. MOVING BACK'w'ARD ~ PEDESTRIAN PARKED VEH. FIXED OBJECT r PROPERTY DAMAGE ONLY INJURY FATAL k OUT-OF-CONTROL ROLLOVER qz W <[ V)~ -i::1 <[W a::::;: LEGEND HEAD-ON HEAD-ON SIDES'w'IPE PASSING SIDES'w'IPE RIGHT ANGLE PASSING TURN 0 CONST ESS FTC HBD H&R !LC IP IT IS IB LIGHT DARK WET 0 1 0 I N ~ nts EXHIBIT 3 CONSTRUCTION ]NATT INATTENTION EXCEEDING SAFE SPEED MIC MOTORCYCLE FOLLO'w'ING TOO CLOSE RSS RAN STOP/SIGNAL HAD BEEN DRINKING VR'w' VIOLATED R-0-'w' HIT 8. RUN 'w'S 'w'RONG SIDE IMPROPER LANE CHANGE DUI DRIVING UNDER IMPROPER PASS INFLUENCE IMPROPER TURN 0TH OTHER IMPROPER START COLLISION DATA DESCRIPTION: IMPROPER BACK <COLLISION FACT.l <REP. »)I> <DATE> <TIME> INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORTATION DIVISION TRAFFIC OPERATIONS SECTION LOCATION: CARLSBAD BOULEVARD@ □AK AVENUE DRAWN BY: '6. 'W. DATE= -------=--0 =-2 _-=-2-=-5 _--=-9=2 __ PERIOD= 01-01 -90 • thru 12-31-90 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR TOTAL PROP. DAMAGE 1990 2 2 i=:::i > _J ~ i=:::i <[ ~ (/) _J Ct'. <[ u □AK AVENUE V VEH. @ FAULT ----{> VEH. MOVING FOR\JARD -{>O<J-- ~ VEH. MOVING BACK\JARD ~ - --{> PEDESTRJAN C=> PARKED VEH. □ F[XED OBJECT r 0 PROPERTY DAMAGE ONLY 0 lNJURY • FATAL ◊ cS:t OUT-OF-CONTROL ROLLOVER .Di> INJURY FATAL 0 qz W<I (/)~ ~q <IW nc:::,: - oz w <[ (/)~ ~c:i <I w Ck'.'.::;: LEGEND HEAD-ON HEAD-ON SIDES\JlPE PASSJNG SJDES \JIPE RIGHT ANGLE PASSJNG TURN 0 CONST ESS FTC HBD H&R lLC IP IT IS 1B LIGHT 1 VR\J 08-20-90 DARK 1 757 4 18:3 0 \JS 4370 05-14-90 23:35 7 /11 WET 0 I N ~ nts EX HIBIT 4 CONSTRUCTION ]NATT INATTENTION EXCEEDING SAFE SPEED M/C MOTORCYCLE F□ LLO\JJNG TOD CLOSE RSS RAN STOP /SIGNAL HAD BEEN DRJNKING VR\J VIOLATED R-0-\J HlT & RUN \JS \JRDNG SlDE IMPROPER LANE CHANGE DUI DRIVING UNDER IMPROPER PASS INFLUENCE IMPROPER TURN □TH OTHER IMPROPER START COLLlSI□N DATA DE SCRIPTION, IMPROPER BACK <C□LLISl□N FACT.) <REP. #)C> <DATE) (TIMD INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORTATION DIVISION TRAFFIC OPERATIONS SECTION LOCATION= CARLSBAD BOULEVARD@ OAK AVENUE DRAWN BY= .M,:JY DA TE= ___ 0=--=2=----=2=---.:=5"--------=-9---==2'----_ PERIOD= 01-01 -89 thru 12-31-89 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR 1989 ------i> ~ - -,> C=> □ 0 ® • ~ TOTAL 1 PROP. DAMAGE 1 H > ....J o:::i H <I o:::i (/) ....J (}'.'. <I u C FOGGED) \JINDO\JS VR\J-OTH 1507 02-16-89 06:49 OAK AVENUE VEH. @ FAULT VEH. MOVING FOR',/ARD --{>0 <}- VEH. MOVING BACK',/ARD ~ PEDESTRIAN PARKED VEH. FIXED OBJECT r PROPERTY DAMAGE ONLY INJURY FATAL k □UT-OF-CONTROL ROLLOVER INJURY FATAL 0 ! oz W<I v,--0 <I W Oe'.:::E: ~ oz w <I (1)--0 <I w Q'. ~ LEGEND HEAD-ON HEAD-ON SID[S',/IPE PASSING SIDES',/JPE RIGHT ANGLE PASSING TURN 0 CONST ESS FTC HBD H8.R !LC !P IT IS 1B LIGHT DARK WET 1 0 0 I N ~ nts . \. EXHIBIT 5 CDNSTRUC Tl□N !NATT INATTENTION EXCEEDING SAFE SPEED M/C MOTORCYCLE FDLLD',/JNG TDD CLOSE RSS RAN STOP /SIGNAL HAD BEEN DRINKING VR',/ VIOLA TED R-0-',/ HIT 8. RUN VS ',/RONG SIDE IMPROPER LANE CHANGE DUI DRIV!NG UNDER IMPROPER PASS INFLUENCE IMPROPER TURN □TH OTHER IMPROPER START COLLISION DATA DESCRIPTION• IMPROPER BACK <COLLISION FACT.) <REP. #)[> <DATE) <TIMD INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORTATION DIVISION TRAFFIC OPERATIONS SECTION LOCATION: CARLSBAD BOULE VARD@ □ A K AVENUE DRAWN BY= .Al:JY PERIOD= 01 -01 - 8 8 DATE: 02-25-92 thru 12-31-88 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR 1988 -----{> ~ - --I> c::::=> □ 0 0 • ~ TOTAL 1 PROP. DAMAGE 1 H > _J o::i H <[ o::i (/) _J ~ <[ u □AK AVE NUE VEH. E! FAULT VEH. MOVING FDRVARD --{>O<J-- V EH. MOV ING BACK\JARD ~ PEDESTRIAN PARKED VEH. FIXED OBJECT r PROPERTY DAMAGE ONLY INJURY FATAL ~ OUT-OF-CONTROL ROLLOVER INJURY FATAL 0 \.0 (Y) \.0 -st" -st" •• ..-------< l'---C) OJ OJ I OJ ..-------< (/) I (/) (U Wo '- - QZ W<C vi~ ~o <CW Cl'.'.:.: LEGEND HEAD-ON HEAD-ON SIDESVIPE PASSING SIDES\JIPE RIGHT ANGLE PASSING TURN 0 CONST ESS FT C HBD HS.R ILC IP IT IS 1B UGHT DARK WET 1 0 0 I N nts / EXHIBIT 6 CONSTRUCTION !NATT INATTENTIDN EXCEEDING SAFE SPEED MIC MOTORCYCLE FDLLD\JING TDD CLOSE RSS RAN STOP/SIGNAL HAD BEEN DRINKING VRV VI□LATED R-0-V HIT g. RUN vs VRDNG SIDE IMPROPER LANE CHANGE DUI DRIV ING UNDER IMPROPER PASS INFLUENCE IMPROPER TURN □TH OTHER IMPROPER START COLLISI□N DATA DESCRIPTIDN• [MPRDPER BACK <COLLISI□N FACT.) <REP. ~)I> (DATE) <TIMD • INTERSECTION COLLISION DIAGRAM CITY OF CARLSBAD TRANSPORTATION DIVISION TRAFFIC OPERATIONS SECTION LOCATION: CARLSBAD BOULEVARD@ OAK AVENUE DRAWN BY= .A,l:J:f DATE= __ ---=0=-2_-=-2:::.5_-~9.!=_2 __ PERIOD= 01-01 -87 thru 12-31-87 NUMBER OF TRAFFIC COLLISIONS BY TYPE YEAR 1987 ------i> ~ - --!> C=> □ 0 ® • ~ TOTAL PROP. DAMAGE INJURY FATAL 1 1 q > _J p:i q <I p:i (/) _J ~ <I u (/) (/) w OAK AVENUE V VEH. e FAULT VEH. MOVING r□RIJARD ----,>O<r- VEH. MOVING BACK\JARD ~ PEDESTRIAN PARKED VEH. FIXED OBJECT r PROPERTY DAMAGE ONLY INJURY FATAL Zi> OUT-OF-CONTROL ROLLOVER 0 (Y) '1"'" --I'-- 0 co co I qz w <[ (/)-_q <[W Cl:'. ::;: ~ :1 qz W<I: (/)-_q <I: w Cl:'.::;: LEGEND HEAD-ON HEAD-ON SIDES\JIPE PASSING SJDES\JIPE RIGHT ANGLE PASSING TURN 0 CONST ESS FTC HBD H&R !LC IP IT IS 1B LIGHT DARK WET 1 0 0 i N nts EXHIBIT 7 CONSTRUCT ION !NATT INATTENTION EXCEEDING SAFE SPEED MIC MOTORCYCLE FDLLD\JING TDD CLOSE RSS RAN STOP /SIGNAL HAD BEEN DRINKING VR\J VlDLA TED R-0-\J HIT & RUN \JS \JRDNG SIDE IMPROPER LANE CHANGE DUI DRIVING UNDER IMPROPER PASS INFLUENCE IMPROPER TURN □TH OTHER IMPROPER ST ART COLLISION DATA DESCR IPTION• IMPROPER BACK <COLLISION FACT.) <REP. #)[> <DATD <TIMD DATE: JULY 14, 1992 DAY: TUESDAY ST ART TIME: 8:00 AM TO 5:3 0 PM TURNING MOVEMENT COUNT SU MMAR Y ~~78 588 109 ~ 22 ,.,. 15 - 442 ' ~t I Ill * LEFT TURN INTO 7-11 DI\./ ** THRU INTO 7-11 DI \./ 111,6021 '-~1 -25 r 61 ) t /' -lJl OS BIKC ~ ';_.. W 176 5 co w w Ul IBml I 11,598 I CARL SBAD BL VD. EXHIBIT 8 D J> 7' REMOVEJJv V ~~ REMOV E PROJECT NAME ALTERNATIVE 1 N IIl NOT TO SCALE EXHIBIT 9 • J. .. . J ..... I I :I .. · f ! \ \ PROJECT NAME AL T E R N A T I V E 2 N III NOi IO SC~LE EXHIBIT 10 PROJECT NAME N III N□T TO SCALE • • ( EXH IBIT A LTE RNA TI V E 3 11