The URL can be used to link to this page

Home My WebLink AboutAgenda Report - May 15, 1991 (79)CCITYCI OF LODI COUNCIL COMMUNICATION AGENDA TITLE: Turner Road - Lodi Lake Park Traffic Study, Continuation From March 6 Meeting MEETING DATE: May 15, 1991 PREPARED BY: Public Works Director RECOMMENDED ACTION: That the City Council amend the Traffic Resolution #87-163 to approve the Turner Road speed zone survey from the west City limits to Ham Lane and review the flashing beacon plan and cost estimate and take the appropriate action. BACKGROUND INFORMATION: As requested by City Council at the March 6 meeting, Public Works staff has performed a speed zone survey on Turner Road at Lodi Lake Park and prepared a plan and cost estimate for an overhead flashing beacon at the crosswalk in front of Lodi Lake Park. The March 6 Council Communication text is attached as additional information. The 145' "No Parking" zone west of the park exit (for added visibility) was installed as requested by Council at the March 6 meeting. Attached as Exhibit A is the speed zone survey for Turner Road from the west City limits to Ham Lane. Staff's recommendation is to reduce the existing speed limit between Mills Avenue and Ham Lane from 40 mph to 35 mph. The reason for this speed limit reduction is because the accident rate in this segment has nearly doubled from 2.30 to 4.10 ACC/MVM since the 1989 speed survey. This rise in accident rate is not apparent to drivers and is therefore a valid reason to reduce the speed limit. The narrative attached to the speed zone survey provides additional information regarding this survey. The plan for the overhead flashing beacon is attached as Exhibit B. The flashing beacons would be mounted on a mast arm extending over Turner Road. Mounted on this overhead mast arm will be one pedestrian crossing sign and one flashing beacon for each direction of traffic. The easterly crosswalk will also be removed to channelize pedestrians to the crosswalk with the flashing beacon. This is the crosswalk that met flashing beacon warrants. The visibility of this crosswalk will be improved by adding diagonal striping through the crosswalk. The westbound post -mounted pedestrian sign and pavement legend will be relocated to the remaining crosswalk. Visibility of the overhead flashing beacon at the proposed location appeaes to be adequate; however, upon installation staff will determine if some tree trimming will be necessary. The cost estimate for this installation is approximately $5,000. 00 APPROVED.—::__L_- -- -- -- _ THOMAS A. PETERSON , City Manager i CC -1 CTURNER5,'TXT'd.02M (CO.COM) May S. 1991 MOO Turner Road May 15, 1991 Page 2 The future traffic signal at Turner Road and Mills Avenue, is planned for installation under the railroad crossing improvement program. While funding is available, the schedule will depend on the Southern Pacific railroad doing their portion of the work. This signal will assist in providing gaps in traffic for pedestrian activity across Turner Road at Lodi Lake. In addition to the information requested by Council, staff has contacted the Parks and Recreation Department to determine if a visibility screen can be added to the 500' of chain link fence along the beach area. The visibility of sun bathers in the upper beach area is a distraction and could be related to accidents in the area, especially rear -end accidents. The Parks Department has reviewed this suggestion and agrees that a visibility screen is reasonable. However, the shallow footing of the fence posts and the post thickness is not adequate to handle the additional wind load created by full screening. The Parks Department will install some test sections of alternating slats to see if something short of full screening will be adequate in the hopes of avoiding replacing the entire fence. Council will be kept abreast of this situation. RECOMMENDATION: Staff recommends the approval of the Turner Road speed survey and the flashing beacon installation. Upon approval, staff will expedite the speed limit signing and flashing beacon installation as the beach area is scheduled to open on Memorial Day weekend (May 2.5). FUNDING: Flashing beacon - Transportation Development Act Fund - $5,000 Speed limit and pedestrian signing and pavement legends - Street Maintenance Account Jack L. Ronsko Public Works Director Prepared by Richard C. Prima Jr., Assistant City Engineer, and Rick S. Kiriu, Senior Engineering Assistant JLR/RSK/mt Attachments cc: Police Chief Street Superintendent Assistant City Engineer Assistant Civil Engineer -Traffic Parks and Recreation Director Park Supervisor - Frank Pepper Concerned Citizens C'idRNER5/TXTW.02M (CO.COM) May 8, 1991 ~ ENGINEERING AND TRAFFIC SURVEY 2 v J Y t SEE NARRATIVE FOR BACKGROUND INFORMATION �`aGHOO<- o TA=+L At R2 4 P ML) }) Rl �•S, �Cb) 1 I -i G Eli TLIP-im IUD SPEED TABLE ROADW TYGTN•.T-c.M1DR�C•a —� NO. OF LANES PEDIAN (TYPE) 1.1c') -lam TRAFFIC SIGNAL =1 pH AVERAGE OW TRAFFIC- OPo 9 Ooo 4300 011S. SPEED—CRITICAL.SS 40 4.0 . 38 40 '-PACEITU h sl•41 (75 �3-4'�i b°�) 31 1 (bL yl Eh -MEDIAN X 'moi 47 EXtSTWG SPEED ZONE 40 PROPOSED SPEED ZONE 40 Mrg L G N - UP" SPEED "A LOCATM RI -SPb s" Ra ) -SEED WR 7W An. �— R» -+LAD sNr. AT:u 'a ` -Thom SWOL __-SIT LrT 1E ��-CVl" SPEED -WRA WTKACE .. I N ACCIDENT PERT VRA l9C'1 0 1I S 12 1 '�j I -A TM Ko I O I F, I 1 1 ? 1 7 3 7. 7 1 1 1 ACCIDENT RATE-ACCiRN.L. VER. NL i O .L 1.8 4•, t0 CITY OF L( TURNER RD SPEED ZONE PI SLK: WORKS DEPART 'LIMIT TO HAM LN SURVEY SPEED ZONE REPORT - Turner Road, West City Limit to Ham Lane ° REFERENCE - Speed zone surveys are performed in the City of Lodi following State of California Department of Transportation (Caltrans) guidelines in accordance with Section 4802(b) of the California Vehicle Code. These guidelines are outlined in Chapter 8 of the Caltrans Traffic Manual. ° STUDY Important factors to consider in determining the speed limit which is most appropriate to facilitate the orderly movement of traffic and that is reasonably safe are prevailing speeds, unexpected conditions to drivers, and accident records. Prevailing Speeds (85th Percentile Speeds) - Reasonable speed limits conform to the actual behavior of t e majority of motorists, and by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Speed limits should normally be established at the first five mile per hour increment below the 85th percentile speed. However, in matching existing conditions with the traffic safety needs of the community, engineering judgement may indicate the need for a further reduction of five miles per hour. The following prevailing speeds have been measured in the segments shown: SEGMENT WESTBOUND EASTBOUND West City Limit to Lower Sacramento Road (North) 40 mph 38 mph Lower Sacramento Road (North) to Ham Lane 40 mph 40 mph Unexpected Conditions When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, speed limits below the 85th percentile are warranted. The following factors were considered: roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile condition, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks. In reviewing the area from Mills Avenue to Loma Drive, some of the south side does not have sidewalk and there is pedestrian activity from Lodi Lake Park. This is not readily apparent to drivers traveling eastbound. SPEEDZ02,TXTW.02M Roadside development in the area consists of the Lodi Lake Park and the drive-in across the street. Due to the lack of a food vendor in the park, there is a large number of pedestrians crossing Turner Road. There are a number of residential driveways and the lake entrance and exit on Turner Road. Visibility from these driveways is often reduced due to on -street parking. The effects of the above are included in the recommendation to reduce the speed limit. Accidents Accident records of the two most recent years should be considered when determining speed zones. Accidents on segments of roadways are classified by their accident rate. Accident rates are determined by the number of accidents occurring within a segment of roadway and the traffic volume within that segment. Accident rates are shown in accidents per million vehicle miles (ACC/MVM). The current accident rate of 4.10 ACC/MVM in the segment of Turner Road from Lower Sacramento Road (north) to Ham Lane has nearly doubled from the 2.30 ACC/MVM calculated in the 1989 speed zone survey. Traffic volumes in this segment have increased from 13,700 to 16,300 vehicles per day and accidents have increased from 17 to 36. The majority of these accidents were rear -end collisions, which are speed -related. The accident rate in the segment of Turner Road from Lower Sacramento Road/Woodhaven Lane to Lower Sacramento Road (north) has decreased from the 2.75 ACC/MVM calculated in the 1989 speed zone survey to the current 1.85 ACC/MVM. ° RECOMMENDATION - Based solely on the 85th percentile speeds observed in the field, the posted speed limit from the west City limit to Ham Lane could be 40 mph. However, considering the described conditions not readily apparent to the driver and the increased accident rate, it is recommended to reduce the speed limit to 35 mph from Mills Avenue to Ham Lane. The existing and recommended speed limits are shown below. TURNER ROAD SEGMENT West City Limit to Mills Avenue Mills Avenue to Ham Lane Jack L. Ronsko Public Works Director SPEEDZ02/TXTW.02M EXISTING RECOMMENDED 40 mph 40 mph 40 mph 35 mph Exhibit B CITY OF L O D I .` PUBLIC WORKS DEPARTMENT f�bgI NU A60t-4 PL4�4 _. r-XIT ro � �QE}�dVE �xf5�INGt r2 E'Et �ESjR !A!•� • C,t20�...f�1 t-.tG ��tC f�S FLAKING tU-' Wt vapWA.Y hE'jAtt, cF avl✓tz�EAt� � 1,1�N tl� /q 1 � OR CITY OF LODI COUNCIL COMMUNICATION AGENDA TITLE: Turner Road - Lodi Lake Park Traffic Study MEETING CATE: March 6, 1991 PREPARED BY: Public Works Director RECOMMENDED ACTION: That the City Council review the following study and take the appropriate action. BACKGROUND INFORMATION: The Public Works Department has received a number of complaints over the last year concerning speeding and pedestrian safety on Turner Road in the vicinity of Lodi Lake. Parks Department staff has also complained about difficulty exiting the park. Due to the number of complaints, staff has studied this segment of Turner Road. The following contains recent actions and other information concerning Turner Road at Lodi Lake. In June of 1990, pedestrian crossing signs and pavement markings were installed adjacent to the crosswalks in front of the park. Although the additional pedestrian safety created by these signs is minimal, they were an immediate interim action until a study could be completed. Because the park facilities that generate pedestrian activity are in operation for such a short period of time during the year, special considerations have to be made. The beach area is a major pedestrian generator at the park. It opens on the Memorial Day weekend (end of May) and closes on Labor Day (beginning of September). The daily hours of operation are noon to 6:00 p.m. The only other major pedestrian -generating events are the 4th of July activities and the boat races held on the Sunday before the 4th of July. Pedestrian activity across Turner Road at other times of the year is minimal. The Parks and Recreation Director has informed us that we can expect increased pedestrian activity to the drive-in on the south side of Turner Road due to the closing of the concession stand in the park. Existing Conditions ° Accident History Available accident records indicate that 31 accidents occurred in this segment from 1987 to the present (Exhibit A). One of these accidents involved a pedestrian, although numerous "near misses" have been reported by the owner of the drive-in on the south side of Turner Road. This pedestrian accident occurred on September 2 of 1990. It involved a child almost 3 years old who emerged from between parked cars approximately 270 feet west of Laurel Avenue and was struck by a westbound vehicle. This accident did not occur at a crosswalk and was not speed -related. Of the 31 total accidents occurring in this segment, 18 were 00 APPROVED.'— THOMAS A. PETERSON-�� city Manager CTURNER3/TXTW.02M (CO.COM) February 27, 195:F-1 f I Turner Road March 6, 1991 Page 2 rear -end accidents. Nearly all occurred during daylight hours and 12 of the 18 accidents occurred during the period when the beach area was open. These accidents are generally considered speed -related and are often caused by the inattention of drivers. Distractions caused by the park and the curve in the roadway could be contributing factors. Other accidents occurring in this segment were left -turn and parking maneuvers. Only one accident was a right angle. ° Traffic 'Volumes/Speed Limits Traffic counts taken in 1990 indicate that volumes in this area have increased by approximately 20% since 1988. The current two-way volume is 16,300 vehicles per day. Some of this increase may be due to the commercial development on West Turner Road (Woodlake Plaza) and residential development in the Woodbridge area. The existing speed limit of 40 mph was approved in January of 1989 based on an engineering and traffic survey and is radar enforceable. The previous speed limit was 35 mph. ° Pedestrian Activity Pedestrian movement counts across Turner Road were performed while the beach .area was open on Tuesday, July 24, and Saturday, July 28, of 1990. The survey was performed between the hours of 11:30 a.m. and 6:30 p.m. The results of the survey are shown below. Tues Sat Crosswalk Location 7/24 7/28 Lake Entrance 84 94 Lake Exit 77 182 Total Pedestrians 161 276 Alternatives ° Traffic Signal To provide the maximum safety for pedestrians, a traffic signal across Turner Road at Loma Drive was requested by some citizens. However, the cost of signal installations are high (approximately $100,000) and there are a number of locations that have a greater need. In addition, Caltrans traffic signal warrants are not satisfied under the existing conditions and the volume split of 94%/6% is inappropriate for four-way stops. A request was also received for pedestrian activated crossing signals. Staff does not recommend this type of installation due to the high cost and reduced benefit. The cost of this type of installation would not be much less than a traffic signal. CTURNER3/TXTW.02M (CO.COM) February 27, 1991 Turner Road March 6, 1991 Page 3 ° Speed Reduction Recent legislation (effective January 1, 1990) amending the California Vehicle Code (Section 22357.1) provides for the decrease of speed limits near children's playgrounds. This section states that local authorities may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a State highway, adjacent to any children's playground in a public park, but only during the particular hours or days when children are expected to use the facilities. The State has not established any standards for signing this reduced speed limit. Variable message signing could be used if the speed limit is not in effect year-round. This type of signing is only visible when the speed limit is in effect and would be controlled by a programmable time clock. Another alternate would be to sign the street similar to a school zone - "25 mph when children are present". This would require discretion and judgement on the part of both the driver and enforcement personnel. The pedestrian activity is spread out through the day, which differs from a school with specific opening and closing times. The Police Chief has expressed serious doubt as to the practicality of enforcing d 25 mph speed limit in this area. Based on this and experience on Turner Road and other streets, staff feels a 25 mph limit would not be observed and would be inappropriate. ° Flashing Beacon A flashing yellow beacon emphasizing the pedestrian crossing signs could be used at this location. Although not applicable here, the warrants for a flashing beacon are satisfied under the "school area pedestrian safety" section of the Caltrans Traffic Manual (Exhibit B). Cost estimates provided by the Utility Department show that overhead installation will cost $2,500 to $3,500 and post -mounted installation will cost approximately $6,000 due to the underground work necessary. The beacon would be controlled by a time clock. ° Adult Crossing Guard Caltrans warrants for an adult crossing guard at a school crossing are also satisfied. However, due to hours required to provide adequate pedestrian coverage, City staff does not consider this a viable alternative. Also, the Caltrans Traffic Manual indicates that a flashing yellow beacon should not be used if an adult crossing guard is provided. CTURNER3/TXTW.02M (CO.COM) February 27, 1991 Turner Road March 6, 1991 Page 4 ° No Parking Zone In order to provide adequate sight distance for drivers exiting the lake, 145 feet of additional "No Parking" is needed on the north side of Turner Road west of the lake exit (Exhibit C). This would remove space for parking approximately 6 to 7 cars. Vehicles have been observed parking in this area primarily during beach use hours. Due to the curve in Turner Road, it is difficult for drivers exiting the lake to see oncoming eastbound vehicles. ° Left Turn Lane Due to the number of rear -end accidents in this segment, the effect of adding a two-way left turn lane in front of the lake entrance has been studied. A two-way left -turn lane would reduce rear -end accidents and the additional "No Parking" needed to accommodate the additional lane would reduce congestion in the area (Exhibit D), This would remove space for parking approximately 25 cars. Recommendations ° Speed Limit While it may seem desirable to reduce the speed limit to 25 mph in front of the park, staff feels it would be an empty gesture and misleading to pedestrians since it will not be observed by drivers and is impractical to enforce. No Parking Staff feels that extending the "No Parking" zone west of the lake exit is necessary to provide adequate sight distance and should be installed regardless if anything else is done. Two -Way Left Turn The installation of a two-way left -turn lane is recommended to reduce rear -end accidents and improve visibility at the crosswalks and other driveways in the area. However, the loss of on -street parking may encourage more parking in the neighborhood south of the park. Also, some locations in this area have no sidewalk. Council may wish to require the installation of sidewalk by the property owners in these areas (Exhibit D). ° Flashing Beacon Staff does not have enough data from other locations in Lodi to make a firm recommendation on the effectiveness of flashing beacons. Since the cost is relatively low, it would be reasonable to install one. CTURNER3/TXTW.02M (CO.COM) February 27, 1991 Turner Road March 6, 1991 Page 5 FUNDING: Curb Markings - Street Maintenance Account Other Work - To be determined �Jac L. Ronsko ` Publjic Works Director Prepared by Richard C. Prima Jr., Assistant City Engineer, and Rick Kiriu, Senior Engineering Technician JLR/RSK/mt Attachments cc: City Attorney Police Chief Assistant City Engineer Assistant Civil Engineer -Traffic Parks and Recreation Director Concerned Citizens CTURNER3/TXT'W.02M (CO.COM) February 27, 1991 RESOLUTION NO. 91-94 --------------------- --------------------- A RESOLUTION OF THE LODI CITY COUNCIL AMENDING TRAFFIC RESOLUTION NO. 87-163 TO APPROVE THE SPEED ZONE SURVEY FROM THE 6IEST CITY LIMITS TO HAM LANE, REDUCING THE SPEED LIMIT BETWEEN MILLS AVENUE AND HAM LANE AND APPROVING THE INSTALLATION OF AN OVERHEAD FLASHING BEACON AT THE CROSSWALK IN FRONT OF LODI LAKE PARK, AND APPROVING THE APPROPRIATION OF FUNDS THEREFOR. BE IT RESOLVED, that the Lodi City Council does hereby approve the Speed Zone Survey from the West City Limits to Ham Lane, attached hereto as Exhibit A; and RESOLVED, by the Lodi City Council that City of Lodi Traffic Resolution No. 87-163, Section 7 - Speed Limits - is hereby amended to reduce the existing speed limit between Mills Avenue and Ham Lane from 40 mph to 35 mph, as indicated in the Speed Zone Survey; and RESOLVED, that the Lodi City Council hereby approves the installation of an overhead flashing beacon at the crosswalk in front of Lodi Lake Park, as shown on Exhibit B attached hereto; and BE IT FURTHER RESOLVED, the Lodi City Council hereby approves the appropriation of $5,000 for the estimated cost of the installation of the flashing beacon, which funds are to be allocated from Transportation Development Act (TDA) funds. Dated: May 15, 1991 I hereby certify that Resolution No. 91-94 was passed and adopted by the City Council of the City of Lodi in a regular meeting held May 15, 1991 by the following vote: Ayes: Council Members - Pennino, Pinkerton, Sieglock Snider and Hinchman (Mayor) Noes: Council Members - None Absent: Council Members - None l_ W'1 ice M. Reimche City Clerk 91-94 RES9194/TXTA.OIV U .1 a ENGINEERING L A e y AND TR FIG SURVEY} vw d •�twaxT 56Hoos- SEE NARRATIVE FOR KE BACKGROUND INFORMATION iZ et 1 0.50, C40) 4- I M w 1 td I TUvom kn, Yd � h1+1 I '/EN1 SPEED TABLE ROAovsr rFOY" 110 Of I.ANFs MEtfWI mrEl rRAFsic sr✓�AC M AK 6 AVERAGE OAUTIIAFPIC OMD 4 G i 081 SPEED-CNrTKAL, Wa 40 40 ' sP, 65 -PACE (%% Wig EEi yI 1 (CE +y1- (Da -MEDUM A '•'S EKISTDIG SPEED ZONE 40 MfN PROPOSED SPEED ZONE 't0 MPµ -rte 05 T1P'14 4e tgv-A LEGE , MPN OM GRAF44 T -SCA {owT RI -SW SCA Ra1 -SEEM V+T $fw - RS9 -..ELD tILR Wft S.as,l+isAsisSl. 0 —YPUPK Slfitl —_— ron LPPT M ----tMtKAL SPEED --L 4 �rT d PKE - ACCKIEMT PLOT YR. 1169 O 1 1 4 2 Z 1 3 ( YR, 140 I o I 1 1 I t 1 21 9 3 t T 1 1 1 ACCIDE%T PATE-ACC/Mill VEN-ML L D I.E•o 4.10 --i CITY.OF LODI r TURNER RD sPEED ZONE „ T_• .... PUMIC WORKS DEPT 3TMENE W CITY LIMIT TO HAM LN suavEY t i SPEED ZONE REPORT - Turner Road, West City Limit to Ham Lane ° REFERENCE - Speed zone surveys are performed in the City of Lodi following State of California Department of Transportation (Caltrans) guidelines in accordance with Section 4802(b) of the California Vehicle Code. These guidElines are outlined in Chapter 8 of the Caltrans Traffic Manual. ° STUDY Important factors to consider in determining the speed limit which is most appropriate to facilitate the orderly movement of traffic and that is reasonably safe are prevailing speeds, unexpected conditions to drivers, and accident records. Prevailing Speeds (85th Percentile Speeds) - Reasonable speed limits conform to the actua behavior o the of motorists, and by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Speed limits should normally be established at the first five mile per hour increment below the 85th percentile speed. However, in maiching existing.conditions with the traffic safety needs of the community, engineering judgement may indicate the need for a further reduction of five miles per hour. The following prevailing speeds have been measured in the segments shown: SEGMENT West City Limit to•Lower Sacramento Road (North) Lower Sacramento Road (North) to Ham Lane Unexpected Conditions WESTBOUND EASTBOUND 40 mph 38 mph 40 mph 40 mph When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, speed limits below the 85th percentile are warranted. The following factors were considered: roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile condition, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks. In reviewing the area from Mills Avenue to Loma Drive, some of the south side does not have sidewalk and there is pedestrian activity from Lodi Lake Park. This is not readily apparent to drivers traveling eastbound. SPEEDZ02/TXTW.02N. J Roadside development in the area consists of the Lodi Lake Park and the drive-in across the street. Due to the lack of a food vendor in the park, there is a large number of pedestrians crossing Turner Road. There are a number of residential driveways and the lake entrance and exit on Turner Road. Visibility from these driveways is often reduced due to on -street parking. The effects of the above are included in the recommendation to reduce the speed limit. Accidents Accident records of the two most recent years should be considered when determining speed zones. Accidents on segments of roadways are classified by their accident rate. Accident rates are determined by the number of accidents occurring within a segment of roadway and the traffic volume within that segment. Accident rates are shown in accidents per million vehicle miles (ACC/MVM). The current accident rate of 4.10 ACC/MVM in the segment of Turner Road from Lower Sacramento Road (north) to Ham Lane has nearly doubled from the 2.30 ACC/MVM calculated in the 1989 speed zone survey. Traffic volumes in this segment have increased from 13,700 to 16,300 vehicles per day and accidents have increased from 17 to 36. The majority of these accidents were rear -end collisions, which are speed -related. 1 The accident rate in the segment of Turner Road from Lower 1 Sacramento Road/Woodhaven Lane to Lower Sacramento Road (north) has decreased from the 2.75 ACC/MVM calculated in the 1989 speed zone survey to the current 1.85 ACC/MVM. ° RECOMMENDATION - Based solely on the 85th percentile speeds observed in the field, the posted speed limit from the west City limit to Ham Lane could be 40 mph. However, considering the described conditions not readily apparent to the driver and the increased accident rate, it is recommended to reduce the speed limit to 35 mph from Mills Avenue to Ham Lane. The existing and recommended speed limits are shown below. TURNER ROAD SEGMENT EXISTING RECOMMENDED West City Limit to Mills Avenue 40 mph 40 mph Mills Avenue to Ham Lane 40 mph 35 mph Jack L. Ronsko Public Works Director SPEEDZ02/TXTW.02M Exhibit B ' EiL OF LO D IRKS DEPARTMENT urtA L -b y—f5 � K• __ r—xcT t�iJT2ANGF— ,¢�� qr--Mavc- 9x1sjtt-tG /�cRo�iWA�,1C. l t. 1� tt 1' 4 PEnEsSR tAt-! • G�G�.�►t� � NS �r.�tt�-�G E�Dco►-l`� v4:A.pWA►Y t2p-p-tt, c� av t2N�An �IAhN�►-�a I�EDLct-t• r7m t le - =W l i. 0 CITY OF LODI SPECIAL ALLOCATION REQUEST T0: Finance Director DATE: May 15, 1991 FROM: City Clerk PROJECT NUMBER: ! o?�4,0 -bbl •Ut-��° Request is made for funds to accomplish the following project which was not included in the current budget: Description of Project Estimated Cost Funding for installation of flashing beacon to be installed in area of Turner Road and Lodi Lam Park Funding source - Transporation Development Act Fund - $5,000 (If you need more space, use additional sheet and attach to this form) Date of Approval - 5/15/91 Amount Approved - $5,000.00 Council XXXXX City Manager FUND OR ACCOUNT TO BE CHARGED Current Budget $ Prior Year Reserve $ Contingent Fund $ Cjnera' Fund Surplus $ Capital Outlay Reserve $ Reimbursable Account $ T,*A,v%&4J477iv 0XV. P' Utility Outlay Reserve $ Other -K-f theft) $ ;-!A 000 Hotel/Motel Tax Reserve - General Fund Operating Reserve Account Number o rt. o An�anceirector Alice M. ReimchV, City Clerk Submit this form in duplicate to the Finance Director. Distribution after approval will be as follows: 1) Originating Department 2) Finance Department CIT) COUNCIL DAVID M HINCHMAN, ntavor JAMES W PINKERTON it Mayor Pro Tempore PHILLIP A PENNINO )ACK A SIECLOCK JOHN R. (Randy) SNIDER CITY OF LODI CITY HALL, 221 WEST PINE STREET P.O. BOX 3006 LODI- CALIFORNIA 95241-1910 (209)334-5634 FAJ((109)333.6795 May 9, 1991 SUBJECT: Turner Road - Lodi Lake Park Traffic Study THOMAS A PETERSON City Alanager ALICE M REIMCHE City Clerk BOB McNATT City Attorney Enclosed is a copy of background information on an item that will be discussed at the City Council meeting on Wednesday, May 15, 1991, at 7:30 p.m. The meeting will be held in the City Council Chamber, Carnegie Forum, 305 West Pine Street. You are welcome to attend. If you wish to communicate with the City Council, please contact Alice Reimche, City Clerk, at 1209) 333-6702. If you have any questions about the item, please call Richard Prima or me at (209) 333-6706. CualkL. Ronsko c Works Director JLR/mt Enclosure cc: City Clerk