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Home My WebLink AboutAgenda Report - November 18, 1998 (67)AGENDA TITLE: Amend Traffic Resolution to Adopt Speed Limit Modifications on Harney Lane and Turner Road MEETING DATE: November 18, 1998 PREPARED BY: Public Works Director RECOMMENDED ACTION: That the City Council adopt the attached resolution amending Traffic Resolution #97-148 by approving the speed limit modifications on portions of Harney Lane and Turner Road as shown on the attached Engineering and Traffic Surveys (Exhibits A and B). BACKGROUND INFORMATION: The Public Works Department recently performed Engineering and Traffic Surveys on the following seven streets: • Almond Drive • Century Boulevard - Stockton Street to Cherokee Lane • Crescent Avenue - Kettleman Lane to Lodi Avenue • Harney Lane • Lower Sacramento Road - South City Limits to Turner Road • Turner Road • Woodhaven Lane Per Section 40802(b) of the California Vehicle Code, Engineering and Traffic Surveys must be updated a minimum of every five years on "non -local" streets. "Non -local" streets are collector and arterial streets included in the Federal Aid System. Speed limits on streets where surveys are older than five years cannot be enforced using radar. Engineering and Traffic Surveys are performed using State of California Department of Transportation (Caltrans) guidelines. The surveys include a map of the street showing the physical characteristics of the roadway, such as roadway width, number of through lanes, and traffic controls. Traffic volumes, prevailing speeds, and accident rates are analyzed and the results are shown in a written narrative for each street. Accident rates, determined by the number of accidents occurring within a segment of roadway and the traffic volume within that segment, are shown in accidents -per -million -vehicle -miles (ACC/MVM). The average citywide accident rate is 4.5 ACC/MVM. Three factors should be considered when determining the speed limit most appropriate to facilitate the orderly and reasonably safe movements of traffic: prevailing speeds, unexpected conditions to drivers, and accident records. Reasonable speeds conform to the actual behavior of the majority of motorists and, by measuring motorists' speeds, one can select a speed limit that is both reasonable and effective. Speed limits should normally be established at the first five -mile -per -hour (mph) increment below the 85th percentile speed. However, engineering judgment may indicate the need for a further reduction of 5 mph. STUDY RESULTS: Of the roadways surveyed, the following segments are being recommended for speed limit changes: APPROVED: H. Dixon Flynn -- City Manager CHRNYTRNR.DOC 11110198 Amend Traffic Resolution to Adopt Speed Limit Modifications on Harney Lane and Turner Road November 18, 1998 Page 2 STREET SEGMENT EXISTING PROPOSED Harney Lane from West City Limits to WID Canal 55 mph 45 mph Turner Road from Evergreen Drive to Lower Sacramento Road/Woodhaven Lane 55 mph 40 mph Turner Road from Lower Sacramento Road/Woodhaven Lane to Mills Avenue 40 mph 35 mph Turner Road from Stockton Street to East City Limits 45 mph 40 mph Harney Lane from West City Limits to WID Canal - The 85th percentile speed on the segment between the west City limits and WID Canal are 51 mph (westbound) and 54 mph (eastbound). The 50th percentile speeds are 45 mph (westbound) to 49 mph (eastbound). There have been no accidents occurring within this segment during the survey period. The length of this segment is approximately one- half mile long. The speed limit on the adjacent segments of Harney Lane is 45 mph. Although, based on prevailing speeds the speed limit could be set at 50 mph, considering the relatively short length of this segment, staff recommends reducing the speed limit on this segment to 45 mph. Turner Road from Evergreen Drive to Lower Sacramento Road/Woodhaven Lane - The 40 -mph speed limit on this approximate 1,450 -foot segment is a transition area between the 55 -mph speed limit to the west and 35 -mph speed limit to the east. Turner Road from Lower Sacramento Road/Woodhaven Lang to Mills Avenue - The 85th percentile speeds on this segment are 37 mph (westbound) and 38 mph (eastbound). The 50th percentile speed is 33 mph. The accident rates of 0.6 and 1.8 are far below the citywide average. Due to the reduction of prevailing speeds and continuing low -accident rate, staff recommends a 35 -mph speed limit on this segment. Turner Road from Stockton Street to East City Limits - The 85th percentile speeds on this segment are 41 mph (westbound) and 45 mph (eastbound). The 50th percentile speeds are 38 mph (westbound) and 39 mph (eastbound). The accident rate of 3.0 on this segment is below the citywide average. Although the accident rate continues to be below the citywide average, staff recommends a 40 -mph speed limit on this segment due to the reduction of prevailing speeds. The reduction of prevailing speeds along the segment east of Highway 99 could be a result of traffic lane line striping modifications performed since the previous survey. FUNDING: Costs to modify speed limit signs and legends from the Street Maintenance Account at an approximate cost of $900. fin: Richard .Prima, Jr. Public Works Director Prepared by Rick S. Kiriu, Senior Engineering Technician RCP/RSMm Attachments cc: City Attorney Police Chief City Engineer Street Superintendent Associate Traffic Engineer Casa de Lodi - Richard Warner San Joaquin County Supervisor George Barber CHRNYTRNR.DOC 11/10/98 r ENGINEERING A-M.D.-TRAE.F. I.C.'.- -S-UR V EY 45 mph cou FFi&diffi5§�?ff 45 mph COL -a SPEED GRAPH . ......... END:. MPH C -SIGNLOCATION RI -STOPSIGN 2.600' Rt() -SPEEDum sm (LFII)5 W-2 -YIELD SIGN 1/2 MILE ........ .. . . ...... . . .. ... . .......... ....... . . ............ . . ........ SPEED TABLE ........ . ......... . .... . ..... ........ .... ... ... .... ..... . . . ROADWAY WIDTH ..... ....... .......... ....... .... _T FE: SlcI . .. . NO. OF LANES......... .......... 0 x ................ . ........ ... .. MEDIAN (TYPE) ....... ....... . . ...... . ... ......... ..... ....... .......... TRAFFIC SIGNAL DATA ACCIDENT PLOT YR 1996 I .......... . AVERAGE DAILY TRAFFIC ... ...........6 090 ..................... -MEDIAN ... ............ . - EXISTING SPEED ZONE 45 mph cou FFi&diffi5§�?ff 45 mph COL ______"""; .......... . . _"_ SPEED GRAPH . ......... END:. MPH C -SIGNLOCATION RI -STOPSIGN Rt() -SPEEDum sm (LFII)5 W-2 -YIELD SIGN c -OMAUATKM C 4- ==A! n2 _T FE: SlcI HARNEY LN. -crry uUff 30 0 x -CRmCAL SPEED 3 �m 91 0 C -LftDR LILT OF PACE SURVEY.1 ACCIDENT PLOT YR 1996 I .......... . ................ ..... - ... ......... . . . . .... ....... . I ............. - . . . . ............ .... ...... .......... YR: 1997 1 900' ACCIDENT RATE-ACC./MILL. VEH.-MI. god By 54 an a V) v) 0 C r III ai '2cn HARNEY LN. L3 0 x 21 0 c 3 �m 91 0 C v) > 1,250' SURVEY.1 500, 3; -" 1.550' RlW 5 0' 1 6 5 0' 0Rl-j 900' M Iti- V HARNEY A ...... 1/2 MILE 1/2 MILE .. ...... .... ... ...... . ..... . . ....... . ... ........ ... .... .... . . ..... . ....... 43•....... 3 .'.. . .......... .. . .......... ... ..... .. ... . ........ . . .. .... ......50 ......... . ..... . . ........ ... . ..... . ..... - .. . ................... ......... . .. .. .. ...... ............... -- -------- . ....... .... ....... ..... ........ ........ _.. N 0 N E . . ...... ...... .- ................. ....... ... .............. ... . ... . .... ........................... . ...... ........ ............ ...... ... . . . ........ . ............... - ..... ...... .. ..... ........ ....... . . 8 0 Act . ........ . 7.750 10.850 ...... . ............. ............. (.10-100) 9.350 ....... .......... ... ......... ... ..... .... ........... .......... ..... .... ......... .... ........ ........ ....... ............ ...................................... ......... .... ......... . ...... .............. 6 ... .. .... 51 N� ... ........... .............. . . . ......... . . . .. 36-46(67)41-51 60 ......... .................. ..... ...... . . ........40-50(70} .......... . . .......... ... ...... ........ ..... ........ 41 44 44 44........__._ ............ .......... . . . . . . an a 0 III HARNEY LN. SPEED ZONE West City Limits to East City Limits,, SURVEY.1 November 1998 SPEED ZONE REPORT - Harney Lane, West City Limits to East City Limits ° REFERENCE Speed zone surveys are performed in the City of Lodi following State of California Department of Transportation (Caltrans) guidelines in accordance with Section 40802 (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 the 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 judgment may indicate the need for a further reduction of five miles per hour. Three radar surveys were performed and the 85th percentile speeds ranged from 46 to 54 mph, as shown below: Segment Westbound Eastbound West City Limits to WID Canal 51 mph 54 mph WID Canal to Hutchins Street 46 mph 50 mph Hutchins Street to East City Limits 51 mph 49 mph nexoected Conditi 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. There were no unexpected conditions observed on these segments of Harney Lane. Accidents Accident records of the two most recent years were considered in determining the 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 Hameysp98.doc shown in accidents -per -million -vehicle miles (ACC/MVM). The accident rates ranged from 2.2 to 4.7 ACC/MVM on Harney Lane. The average citywide accident rate is 4.5 ACC/MVM. CONCLUSION West City Limits to WID Canal The 85`h percentile speed on the segment between the west City limits and WID Canal are 51 and 54 mph. The 50th percentile speeds are 45 to 49 mph. There have been no accidents occurring within this segment during the survey period. The length of this segment is approximately one-half mile long. The speed limit on the adjacent segments of Harney Lane is 45 mph. Although based on prevailing speeds the speed limit could be set at 50 mph, considering the relatively short length of this segment, staff recommends reducing the speed limit on this segment to 45 mph. WID Canal to Hutchins Street The 85th percentile speeds on this segment are 46 and 50 mph. The 50th percentile speeds are 31 and 32 mph. The accident rate of 3.8 ACC/MVM is slightly below the citywide average and higher than the 2.1 rate from the 1993 survey. Based on the prevailing speeds and reasonable accident rate, staff recommends retaining the 45 mph speed limit on this segment. Hutchins Street to East City Limits The 85th percentile speeds on this segment are 51 and 49 mph. The 50th percentile speeds is 44 mph. The accident rate of 4.7 ACC/MVM is slightly above the citywide average and more than the 3.6 rate from the 1993 survey. Although based on prevailing speeds this segment could be considered for a 50 -mph speed limit, since the accident rate is slightly higher than the average and has increased from the previous survey, staff recommends retaining the 45 -mph speed limit on this segment. The recommended speed limits are shown below: Street Segment West City Limits to WID Canal WID Canal to Hutchins Street Hutchins Street to East City Limits Robert K. Murdoch City Engineer RKMIRSKAm Harneysp%.doc Posted Speed Limit 55 to 45 mph 45 mph (no change) 45 mph (no change) • . - r r .'"ice r � r � � -••. . .• 76 _�_i�EDIAN,50th� :. .. 46 33 37 40 38 37 38 36 33 37 43 40 SPEED46 EXISTING • 40 mph 35 40 mph 45 -mp-h PROPOSED . • • •m h mph 40 mph ' ' ' /1!!/Hlllllfl■111!/////t//fil[/[/1[//[llif!llii/fflfpll/�llr ■ #N li[�R1 il[ �i/iHAlH%[l[��fl111%M�r�[[�a�aEilffl�V* "liatnrsl ��pion[[[[lm STOP SIGN SPEED LEW SIGN (UP") 1 �1'1��1�� :��n�r/i iii�ii�� r�ii �i��i�iii� ii��i1 ��31� '�'•:��'�:�� Q��Iff Rl HlNf�[[[l/11�R�7�/f s:[11R11f�f11111/iH[ [/!N l[//ll�lf[� [f [!E// /[lf!!H/fis7l��1!■[flims i/flflfHl/!#[/f[!f/f[[![NllNfff�fff�[//t[l[[[[[H/f/�!/tffff orf///[fllwf f/!■ f�fif�ll�gP!"�[d�fillllll/ff� f##/ffNf/[/�1![1!\[fC�ff■11�1111N1yN��/!_[[/l■/■��dhC_�71GrfllSHR!!t_E�[�q■■f_5t=-.iiarH.1/[fl! 10111 In, it !![!f[[_/Hlft�l/llf/f fly ■1lHlNH■lff/fly'![L.f■fi■/1!!/!/lllllflff■l■if//�#//lf#HlfiHff■�il/!/■ [i1lHnHiff�fii[ [.�y!#i1 N■Gil�is�/ii!_ii�![/1��Ci[!Cz"r■[H fm/flml! ■fns!/l 1[/NB1�1■//Nlf� i[l�l/llllN!/1 ■ailMii �l_imiiiia■i■ava.i.ii�ti®a iii �I -CWCM SPEED mmo -LOWER LMT OF PACE �u�i iiii -iil-i o�man ii-iii-i s iiiml[ni i;ir[iiiNIN • ' '' • • • ACCIDENT RATE-ACC./MILL, VEI 0.0 `- �. LODI TURNER RD.SPEED Olt \1PUBLIC • •SURVEYAA November 1998 SPEED ZONE REPORT - Turner Road ° REFERENCE - Speed zone surveys are performed in the City of Lodi following State of California Department of Transportation (Caltrans) guidelines in accordance with Section 40802 (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 Speeft - Reasonable speed limits conform to the actual behavior of the 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 judgment may indicate the need for a further reduction of five miles per hour. Sixteen radar surveys were performed and the 85th percentile speeds ranged from 37 to 55 mph as shown below: Street Segment Westbound Eastbound WID Canal to Lower Sacramento Road/Woodhaven Lane 55 mph 55 mph Lower Sacramento Road/Woodhaven Lane to Mills Avenue 38 mph 37 mph Mills Avenue to Ham Lane 42 mph 42 mph Ham Lane to Church Street 42-45 mph 43-45 mph Church Street to Stockton Street 41 mph 42 mph Stockton Street to Cluff Avenue 41-42 mph 43-45 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. As described in the conclusion, with the exception of the segment between Mills Avenue and Loma Drive, there were no unexpected conditions observed along Turner Road. Accidents Accident records of the two most recent years were considered in determining the 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 TURNERSP98.doc SPEED ZONE REPORT - Turner Road Page 2 the traffic volume within that segment. Accident rates are shown in accidents -per -million - vehicle -miles (ACC/MVM). The accident rate ranged from 0.0 to 4.0 ACC/MVM. The average citywide accident rate is 4.5 ACC/MVM. CONCLUSION t Citv Limits to Everareen Driv The 85`h percentile speed on this segment is 55 mph. The 50`h percentile speeds are 46 and 48 mph. There have been no accidents within this segment during the two-year survey period. Based on recent prevailing speeds and continuing low accident rate, staff recommends retaining a 55 -mph speed limit on this segment. Evergreen Drive to Lower Sacramento Road/Woodhaven Lane The 40 -mph speed limit on this approximately 1,450 -foot segment is a transition area between the 55 -mph speed limit to the west and 35 -mph speed limit to the east. Lower Sacramento Road/Woodhaven Lane to Mills Avenue The 85th percentile speeds on this segment are 37 and 38 mph. The 50th percentile speed is 33 mph. The accident rates of 0.6 and 1.8 are far below the citywide average. Due to the reduction of prevailing speeds and continuing low accident rate, staff recommends a 35 -mph speed limit on this segment. Mills Avenue to Ham Lane The 85th percentile speed on this segment is 42 mph. The 50th percentile speed is 37 mph. The accident rate of 2.3 is lower than the citywide average. Although based on prevailing speeds and accident rate the speed limit on this segment could be posted at 40 mph, the following unexpected conditions were considered. Some areas along the south side of Turner Road between Mills Avenue and Loma Drive have no sidewalks and there is pedestrian activity in the area due to the close proximity to Lodi Lake Park. In addition, the entrance to Lodi Lake Park and pedestrian crossing is located along a short tangent section between two reverse curves. Although the Park entrance is expected, stopped vehicles waiting behind turning cars and pedestrians are unexpected as evidenced by the number of yearend accidents occurring in front of the Park. Based on the unexpected conditions caused by these speed -related accidents, staff recommends a 35 -mph speed limit on this segment. Ham Lane to Church Street The 85th percentile speeds on this segment range from 42 to 45 mph. The 50th percentile speeds range from 38 to 43 mph. The accident rate of 3.5 on this segment is below the citywide average and slightly above the 2.8 rate from the 1993 surrey. Based on prevailing speeds and continuing low accident rate, staff recommends retaining the speed limit of 40 mph on this segment. TURNERSP98.doc SPEED ZONE REPORT - Turner Road Page 3 Church Street to Stockton Street The 85th percentile speeds on this segment are 41 and 42 mph. The 50th percentile speeds are 37 and 38 mph. The accident rate of 4.0 is slightly below the citywide average. Although the accident rate continues to be below the citywide average, due to the reduction of prevailing speeds, staff recommends a 40 -mph speed limit on this segment. Stockton Street East City Limits The 85th percentile speeds on this segment are 41 and 45 mph. The 50th percentile speeds are 38 and 39 mph. The accident rate of 3.0 on this segment is below the citywide average. Although the accident rate continues to be below the citywide average, due to the reduction of prevailing speeds, staff recommends a 40 -mph speed limit on this segment. The reduction of prevailing speeds along the segment east of Highway 99 could be a result of traffic lane line striping modifications performed since the previous survey. The recommended speed limits are shown below: West City limits to Evergreen Drive Evergreen Drive to Lower Sacramento Road/Woodhaven Lane Lower Sacramento Road/Woodhaven Lane to Mills Avenue Mills Avenue to Ham Lane Ham Lane to Church Street Church Street to Stockton Street Stockton Street to East City Limits Robert K. Murdoch City Engineer RKM/RSK/Im TURNERSP98.doc POSTED SPEED LIMIT 55 mph (no change) 40 and 55 mph to 40 mph 40 to 35 mph 35 mph (no change) 40 mph (no change) 45 to 40 mph 45 to 40 mph RESOLUTION NO. 98-169 A RESOLUTION OF THE LODI CITY COUNCIL APPROVING SPEED LIMIT MODIFICATIONS ON HARNEY LANE AND TURNER ROAD, AND THEREBY AMENDING TRAFFIC RESOLUTION NO. 97-148 WHEREAS, speed zone surveys are performed in the City of Lodi following State of California Department of Transportation (Caltrans) guidelines in accordance with Section 40802(b) of the California Vehicle Code, which are outlined in Chapter 8 of the Caltrans Traffic Manual. WHEREAS, per §40802(b) of the California Vehicle Code, Engineering and Traffic Surveys must be updated a minimum of every five years on "non -local" streets. "Non -local" streets are collector and arterial streets included in the Federal Aid System, and speed limits on streets where surveys are older than five years cannot be enforced using radar; and WHEREAS, the Public Works Department recently performed Engineering and Traffic Surveys on the following streets: Almond Drive, Century Boulevard — Stockton Street to Cherokee Lane, Crescent Avenue — Kettleman Lane to Lodi Avenue, Harney Lane, Lower Sacramento Road — South City Limits to Turner Road, Turner Road and Woodhaven Lane; and WHEREAS staff recommends the speed limit modifications on portions of Harney Lane and Turner Road as shown as follows: 1.) Harney Lane from West City Limits to WID Canal from 55 mph to 45 mph; and 2.) Turner Road from Evergreen Drive to Lower Sacramento Road/Woodhaven lane from 55 mph to 40 mph; and 3.) Turner Road from Lower Sacramento Road/Woodhaven Lane to Mills Avenue from 40 mph to 35 mph; and 4.) Turner Road from Stockton Street to East City Limits from 45 mph to 40 mph. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lodi does hereby approve the speed limit modifications on portions of Harney Lane and Turner Roald as follows: 1.) Harney Lane from West City Limits to WID Canal from 55 mph to 45 mph; and 2.) Turner Road from Evergreen Drive to Lower Sacramento Road/Woodhaven lane from 55 mph to 40 mph; and 3.) Turner Road from Lower Sacramento Road/Woodhaven Lane to Mills Avenue from 40 mph to 35 mph; and 4.) Turner Road from Stockton Street to East City Limits from 45 mph to 40 mph. BE IT FURTHER RESOLVED, that the City of Lodi Traffic Resolution No. 97-148, Section 7 "Speed Limits" is hereby amended by designating speed limit modifications as shown above. Dated: November 18, 1998 I hereby certify that Resolution No. 98-169 was passed and adopted by the City Council of the City of Lodi in a regular meeting held November 18, 1998, by the following vote: AYES: COUNCIL MEMBERS — Johnson, Land, Mann, Pennino and Sieglock (Mayor) NOES: COUNCIL MEMBERS — None ABSENT: COUNCIL MEMBERS — None ABSTAIN: COUNCIL MEMBERS — None ALICE M. REiMCHE City Clerk 98-169 CITY COUNCIL JACK A. SIECLOCK, Mayor KEITH LAND Mayor Pro Tempore ROBERT J. JOHNSON STEPHEN J. MANN PHILLIP A. PENNINO Mr. Richard Warner Casa de Lodi 15 Rio Vista Drive Lodi, CA 95240 CITY OF LODI CITY HALL, 221 WEST PINE STREET P.O. SOX 3006 LODI, CALIFORNIA 95241-1910 (209) 333-6706 FAX (209) 333-6710 November 12, 1998 H. DIXON FLYNN City Manager ALICE M. REIMCHE City Clerk RANDALL A. HAYS City Attorney The Honorable George Barber San Joaquin County Board of Supervisors 222 East Weber Avenue, Room 701 Stockton, CA 95202 SUBJECT: Amend Traffic Resolution to Adopt Speed Limit Modifications on Harney Lane and Turner Road Enclosed is a copy of background information on an item on the City Council agenda of Wednesday, November 18, 1998. The meeting will be held at 7 p.m. in the City Council Chamber, Carnegie Forum, 305 West Pine Street. This item is on the consent calendar and is usually not discussed unless a Council Member requests discussion. The public is given an opportunity to address items on the consent calendar at the appropriate time. If you wish to write to the City Council, please address your letter to City Council, City of Lodi, P. O. Box 3006, Lodi, California, 95241-1910. Be sure to allow time for the mail. Or, you may hand -deliver the letter to City Hall, 221 West Pine Street. If you wish to address the Council at the Council Meeting, be sure to fill out a speaker's card (available at the Carnegie Forum immediately prior to the start of the meeting) and give it to the City Clerk. If you have any questions about communicating with the Council, please contact Alice Reimche, City Clerk, at 333-6702. If you have any questions about the item itself, please call Rick Kiriu at 333-6800, ext. 668. 'R-� 6 P. Richard C. Prima, Jr. Public Works Directo RCP/Im Enclosure ✓ / cc: City Clerk NCHRNYTRNR.DOC CASA DE LODI " obiie Homeowners Am. 812 E. Turner Road Lori, CA 95240 , "7/ C/7-74 cw JV421 Y dc'j"'Me"-V' 14' lgge %Cd