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HomeMy WebLinkAboutCT 76-18; PLAZA CAMINO REAL SHOPPING CENTER; TRAFFIC STUDY; 1978-09-05: /:/E!:! We6fmt pWcgee ,.. A66uWa I I I I I I I I I I I I I I I I September 5, 1978 Mro Ronald A. Beckman, P.E. Public Works Administrator City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Dear Mro Beckman: TRAFFIC & TRANSPORTATION ENGINEERING We are pleased to submit our report analyzing traffic operations on Marron Road. The study was completed in accordance with our agreement of July 5, 1977. The study has examined current and future traffic characteristics on Marron Road adjacent to the Plaza Camino Real Shopping Center. Estimates have been made of the traffic needs of the expanded shopping center. A plan has been recommended for traffic control on Marron Road and within the shopping center adjacent to Marron Road. Under separate contract, a·study of parking and circulation within the center was accomplished and is included in this report. This study was directed to- ward mitigating impacts reSUlting from Marron Road modifications. We "trust that this report will be 6f assistance to City and shopping center management. The cooperation provided by you and your staff is appreciated. Respectfully submitted, WESTON PRINGLE AND ASSOCIATES ~~/.4L Weston S. Pringle, P.E. Registered Professional Engineer State of California Numbers C 16828 & TR 565 WSP:cd .1f74l0 I 2651 EAST CHAPMAN AVENUE • SUITE 110 • FULLERTON, CALIFORNIA 92631 • (714) 871-2931 I I I I I I I I I I I I I I I I I I ! I TABLE OF CONTENTS Marron Roa~ Traffic Study SECTION Existing Traffic Conditions Future Traffic Conditions Recommendations TABLE .. 1 2 3 4 Marron Road Recommendations On-Site Recommendations Summary TABULATIONS Marron Road Traffic Study Existing Traffic Volumes Traffic Generation Additioanl Site Traffic Generation Site Trip Distribution ILL USTRATIONS Marron Road Traffic Study FIGURE 1 2 3 4 5 6 Vicinity Map Site Trip Distribution Additional Site Traffic -PM peak Hour Future Traffic Volumes Recommended Plan Future PM Peak Hour Site Driveway Traffic Volumes PAGE 1 3 9 9 10 11 PAGE 2 4 6 7 FOLLOWING PAGE 1 8 8 8 9 11 II II II MARRON ROAD TRAFFIC STUDY II II This study examines the traffic requirements of Marron Road adjacent to the Plaza Camino Real Shopping Center and recommends methods of providing safe II and efficient traffic movement. The study was completed for the City of Carlsbad and shopping center management to respond to the proposed expan- II II II II II II II II II II sion of the center and overall growth in regional traffico A study of on- site circulation and parking was conducted simultaneously for the shopping center management and is included in this report. The study included examining current characteristics, projecting future needs and developing recommended improvements 0 Both the City Staff and shopping cen- ter management provided input and reviewed the recommendationso EXISTING TRAFFIC CONDITIONS Shown on Figure 1 is the location of the Plaza Camino Real Regional Shopping Center and the street system serving the site. Marron ,Road, a designated A fl.rel!.l'l" secondary highway, is striped for two ~~ in each direction with a paint median an'd has a roadway width of 6205,,feeto There is an access driveway to the eastern portion of the regional shopping center on the north side of Marron Road about 200 feet west of El Camino Real o From approximately 400 feet west of El Camino Real to the western limits of the center, the parking aisles in the south portion of the parking lot terminate at the north 'edge of Marron Road, causing vehicular movements, between parking aisles to interface with through traffic on this east-west arterialo A five theatre complex, bank, and savings and loan office are located on the south side of Marro~ Road west of El Camino Real. Off street par~ing for these facilities is quite limited. There is a two-phase traffic signal in operation at the intersection of Marron Road and II El Camino Real. There are advance "Ped X-ing" signs and pavement markings~on Marron Road at the approaches to the marked crosswalk across Marron Road to the I west of the theatre complex. II 1 1 1 I 1 1 1 1 1 I· ·1 1 1 1 1 I o 1/4 1/2 3/4 i , : I~. SCALE -MILES I WESTON PRINGLE AND ASSOCIATES ., VICINITY MAP PLAZA CAMINO REAL, SHOPPING CENTER I I I I I I I I I I I I I I I I I I I -2- Traffic count data were obtained from the City of Carlsbad Engineering Department and from manual traffic counts made by our personnel during the afternoon peak hour period on Wednesday, July 27, 19770 Week long automatic counts were made by the City on Marron Road west of El Camino Real in August, 19770 The daily and directional peak hour traffic volumes obtained from this data are displayed in Table 10 Table 1 EXISTING TRAFFIC VOLUMES Marron Road west of El Camino Real Day Number of Vehicle Trips of Daily PM Peak Hour Period Week Eastbound Westbound Monday 7730 355 255 Tuesday 7590 385 255 Wednesday 7940 350 235 Thursday 7530 340 . 230 Friday 8560 435 320 Saturday 7580 410 200 Sunday 5760 280 165 The highest traffic demands occurred on Friday; 8,560 vehicles per day (vpd) with directional peak volumes at a maximum of 435 vehicles per hour (vph) 0 Saturday traffic volumes were slightly less. than those for an average weekday; 7,580 vpd versus 7,870 vpd for the Monday through Friday period and Sunday traf- fic demands were substantially lower than average o Additional counts made by the City west of the cente-r indicate that this section of Marron Road carries about 6,000 vpd on an average weekday. I I I I I I I I I I I I I I I I I I -3- Manual counts made by our personnel indicate that about 265 pedestrians cross Marron Road in the vicinity of the theatre complex during the afternoon peak hour period. Approximately 85 percent of the pedestrians used the existing marked crosswalk, 14 percent crossed on the west side of this intersection and ~he remaining one percent crossed at midblock points. Traffic volumes at the theatre parking lot driveway were very light; 35 vph inbound and 20 vph out- bound o Also, traffic using the first center driveway west of El Camino Real was light; 70 vph inbound and 65 vph outbound. Traffic volumes using the parking lot aisle adjacent to the crosswalk were somewhat lower than the center driveway demands. Field observations showed that bus patronage at the center during the afternoon peak hour period is quite high with most buses approximately 75 percent occupied. FUTURE TRAFFIC CONDITIONS plaza Camino Real now consists of two major department stores and a variety of retail shops with a total gross leasable floor area (GLA) of 581,587 square feet. The existing parking lot contains approximately 2,355 spaces or 4.1 parking spaces per 1,000 GLAo The planned expansion to the west would add three major department stores and additional retail shops for a total future GLA of 1,163,445 square feet; an increase of 581,858 GLAo Additional parking would be provided for a total of 5,555 vehicles to retain an overall parking ratio of 408 spaces/l,OOO GLA. The generation factors used to estimate the additional traffic volumes for the expansion of Plaza Camino Real were derived from empirical studies of modern shopping centers in California. These factors wer~ compared with the results of studies made by various public agencies and private consultants throughout the United States. These data were analyzed and adjustment factors were chosen to suit the unique environment of the Carlsbad-Oceanside area. Table 2 illustrates the results of traffic cordon counts taken at five exist- ing shopping center o The generation factors are expressed as ratios of the - - - --.-'-- - - - - - - - - - - - I I 24 Hour I Time Period I 1 Weekday 19.1 (Monday thru Thursday) Friday 21.2 Saturday 23.6 *No Data Availaple TABLE 2 TRAFFIC GENERATION EXISTING SHOPPING CENTERS Inbound Vehicle Trips per Day per 1,000 GLA Average Day Peak Day of Year I 2 3 4 5 1 I 2 3 4 5 15.0 14.2 12.8 13.7 41. 2 23.5 * 22.2 25.5 . 17.9 17.0 15.4 17.7 31.8 20.3 * * 28.1 . 17.4 15.8 16.0 18.9 47.7 23.1 * 32.0 26.6 \ I I l ) I I I ! I I I ) i I +' I I I I I I I I I I I I I I I -5- numbers of entering vehicles to the size of the shopping center -vehicles per 1,000 square feet of leasable floor area. In the table are listed factors for weekdays, Fridays, and Saturday, on average and on peak shopping days. The shopping centers are refe'rred to by numbers in the table as follows. 1; 10 Inland Center, San Bernardino, California 2. 867,000 square feet gross leasable area; 5,000 parking spaces; opened in 19660 Fashion Valley, San Diego, California 1,000,000 square feet gross leasable area, 6,500 parking spaces; opened in 1969. 3. Sunrise Mall, Sacramento, California 1,250,000 square feet 'gross leasable area; 6,500 parking spaces; opened in 1972. 4. Montclair Plaza, Montclair, California 865,000 square feet gross leasable area; 5,000 parking spaces, opened in 1968. 50 Los Cerritos, Cerritos, California 1,200,000 square feet gross leasable area; 6,500 parking spaces; opened in 1971. I In a'ddition to the information outlined in Table 2, references have be,en made to the following publications and factors for the number of vehicles entering II regional centers in 24-hour periods. II I II I I I I I I I I I I I I I I I I I I I -6- California State Division of Highways, District 4, San Francisco, counted at an unnamed shopping center in the Bay Area. (It should be noted that the counts were made at a shopping center with a through street carrying non-center traffic.) Weekday counts, including Friday--19.7; Saturday counts--27.7. ITE Committee 6V-E, recommended design factor for a high-volume weekday--22.2. ITE Committee 5N-S, Average measured at 10 centers on weekdays, including Friday--16.5; Average measured at three centers on Saturdays--23.5. The specific traffic generation factors used in this study and the resultant additional traffic volumes generated are illustrated in Table 3. These design values are representative of the 85th percentile of peak weekday of the year demands. Table 3 ADDITIONAL SITE TRAFFIC GENERATION Time Period Traffic Generation Factor Number of (Trips/l,OOO sq. ft. GLA) Vehicle Trips In Out In Out 5-6 PM (1) 1.8 1.7 1105 1045 7-8 PM (2) 2.5 1.6 1535 980 9-10 PM (3) 0.7 2.2 430 l350 Daily Two-Way Total 23.0 23.0 14,100 14,100 (1) Coincides with typical commuter peak period for normal maximum demand. (2) Shopping Center Peak Hour Inbound (3) Shopping Center Peak Hour Outbound I I I .1 I I I I I I I I I I I I I I I -7- The expansion of Plaza Camino Real will generate an additional 28,000 vpd on the street .system in the vicinity of the site on a high demand weekday with maximum directional peak hour volumes of about 1,100 vph during the afternoon commuter peak period. Site trip distribution estimates were made based on economic data contained in a report prepared for the City of Carlsbad by Levander, Partridge & Anderson, Inc. in 1974 titled "Financial Impact Analysis, Expansion of Plaza Camino Real". Contained in this study were estimates of total retail sales by city or area. Assuming that the directional orientation of vehicle trips would be directly related to the quantity and location of sales yields, the trip distribution estimates shown in Table 4. Table 4 SITE TRIP DISTRIBUTION Location Percent of Total Trips Oceanside 31.1 Vista 21.8 Carlsbad 12.9 Sub-Total 65.8 San Marcos 3.0 San Dieguito 12.4 Fallbrook 5 0 8 Sub-Total 21.2 Escondito 8.8 Valley Center 0.9 Pauma 0.3 Pendleton 3.0 Sub-Total 13.0 TOTAL 100.0 II II II II II II I II II I -8- These' trip percentages were then assigned to the study area street system based on minimum travel times and distances where alternative routes were available. Illustrated on Figure 2 are the site trip distribution percentages for each direction of approach to the center. Almost 70 percent of the addi- tional traffic generated by the expansion project will use El Camino Real south of the Vista Freeway. Slightly less than one-fourth of the new site traffic will use Marron Road. Shown on Figure 3 are the afternoon peak hour volumes that will add 244 eastbound and 275 westbound vehicle trips to Marron Road during the time period when total traffic demands are normally at the highest levels. In order to determine what the total future traffic demands on Marron Road will be the following assumptions were made: 1) Fifty percent of the existing traffic on Marron Road is to and from the center. 2) Shopping center traffic during the peak month of the year II (December) is 40 percent greater than in August. I I II II II 1 I, I 3) Non-shopping center traffic on Marron Road will increase 40 percent due .to other development in the general area. Shown on Figure 4 are the site and total future afternoon peak hour and daily .' tra'ffic volumes on Marron Road derived from these assumptions. In this in- ·.·.s·tance "site" refers to the additional traffic generated by the expansion and does not include existing center traffic. The site access shown is a' composite of all proposed access points to the development. Total future traffic demands on Marron Road will be approximately double existing peak demands (9,600 vpd west of El Camino Real and 7,600 vpd west of the center). About one third of the total future traffic can be attributed to the additional traffic generated by the expansion of Plaza Camino Real. Traffic volumes of this magnitude (15- 20,000 vpd) would require two lanes in each direction to maintain reasonable ------------------- ~ o ~ ~ I ~ ~ ~ 15.1 ~ CD ~ NO SCALE WESTON PRINGLE AND ASSOCIATES VISTA FREEWAY SITE ~24.9 22.1~ LEGEND ......-. 00.0 = 0/0 of Total Trips b ~ .~ "! ~ ID ~ ~ 18.2 , ~ O! o CD J i I en CD ) • ) q rtl Marron Rood -~ t o ~ .D rtl 2 SITE TRIP DISTRIBUTION PLAZA CAMINO REAL SHOPPING CENTER ------------------- ~ NO SCALE ~ ~ ~ ~ -~ ~ VlsrA FREEWAY SITE -~ ~ ~ ) ~1~275 244~ LEGEND ---00 Number of Vehicles per Hour C\J ~ If) 0 If) C\J ) t 606 -.If' ~ t 31, ~ ¢ ~ = ~ o -C\J ~ ) ~ • Marro. eaad 1~~~1l1 \0 ", 3 WESTON PRINGLE AND ASSOCIRTES ADDITIONAL SITE TRAFFIC P. M. PEAK HOUR PLAZA CAMINO REAL SHOPPING CENTER ------------------- -J ~ SITE Q: ~ ~ ~ ~ M ARRON 6,30~ .....-230/550 ~280/670 7,10~ ROAO 15,400 245/730--... 175/735-.. 20,300 LEGEND O,O°ic SITE ITOTAL Doily Traffic Volumes 00,000 ... 000/000 SITE I TOTAL P. M. Peak Hour Traffic Volumes ~ 4 NO SCALE WESTON PRINGLE AND ASSOCIATES FUTURE T'RA'FFIC VOLUMES PLAZA CAMINO REAL SHOPPING CENTER 1 1 1 I I I I I I I 1 I I I I. I I I I -9- operating conditions on Marron Road in the future. Also, this level of traffic demand would necessitate minimizing the number of potential conflict points along the reach. The proposed new parking area west of the expanded center has about 1,500 feet of frontage on Marron Road with three access driveways. It is recommended that a similar ac'cess design be used' in modifying the exist- ing parking facilities on the north side of Marron Road west of El Camino Real. RECOMMENDATIONS Based upon the analyses of existing and future traffic conditions, recommenda- tions were developed to accommodate traffic along Marron Road. Additionally, modifications to the internal parking and circulation system were developed. (These on-site recommendations were requested by the shopping center management and that portion of the study was a separate contract.) The recommendations are illustrated in Figure 5. These recommendations have been reviewed by repre- sentatives of the City and the shopping center and have been accepted by both parties. The recommendations are divided into two groups, those affecting Marron Road and the on-site related. Marron Road improvements are the responsibility of both the City and shop'ping center while on-site improvements are soley the responsiblity of the shopping center. The recommendations are described in the following sections. Marron Road Recommendations Separation of the existing street and parking lot is a major need for improved traffic flow on Marron Road. This can be accomplished by the construction of curb and gutter along the north side of Marron Road to provide a standard 64 feet of pavement and modification of the existing parking layout'. A twelve foot strip would be provided to contain landscaping and sidewalks between Marron Road and the parking area. On-site parking would be modified with perpendicular parking adjacent to Marron Road and connections between the existing parking bays. 'V ,.'. '. . i--'--:-- t " ... : ..... , ...... , " 'f ~~~:.: .~~~.. : '. .~. 'I, \ 1 e\l£."~ :f ~ ~. !ll. 2~ 0 1 2 g' It) ~T .n ~, .~ ~; ~1 ~MTE ~ I .-.. _-_. __ .. ~-- /~ N11140C !i!.I .. ~Q.Q_ •• _ ',. ~ 1_1,000 t~ 1(' ,800 tJ.!9,§OQ. --~~ ~ FLOOR AREAS A EXISTING BUILDINGS I. PENNEY STOfIE .' , PENNEY MAIN SJ'ORE IlUllDnc PENNEY TIA IUlLOINIi TOTAL 2 MAY STORE o ~ .,; '" \ 'S \ \ .,. \ § '\ \ \~ ~. \ "'.421 SF. 12,500&F. 155.!t27 SF 141,19 SF. 8' <D, ,." .RouTt ,., -1 ~, .. .]8 ~ '5££ T'tPtCAL SRUPUG DETAIL HEREON. 3 DEVELOPER BUlLO"'s IU.U.. STORES NON-MALL BUILDINGS TOTAL 4 TOTAL AREA EXISTING aulLDINQS B PROPOSED BUILDINGS L sua STORE Z42.!!D1 S.F. 33.':SOSf 276.501 S F. 5111.serSF. iYPICAL PARKING LAYOllf NOT TO SCAt.£ 2. BULLOCKS 3. DEVElDPER BUILDItKS MAlJ.. STORES 4_V 5. TOTAL. MEA PftOPOSEO 1MJIL0ItGS TOTAL 148.9S11 SF 140.900 Sf I4O,OOOSF. ,¥>OOOSE 5I"es~ SE 1,163,44$5£ , ALTERNATE PL,AZA !1 ~ 2J .,. ;0, ," l<u :ll ;-"j' { , , ; PRECISE PLA~'\'OF , FOR DEVELOPMENT CAMINO RElAl SHOPPING "I' , ,~ .. lI' ,·,t· ;1 ~~-24A, , J;. ;1 -~-~-r-!: § ;, ;1 ~r ~ ~ {) ,/ ~ GRAPHIC SCALE 100 eo 0 100 200 D) 'NPICAL STRIPING DETAIL NOT '\0 ICAI.E , ..... ;'\' ~;'~T I 0' Z SHUTS CENTER ~. §! .r ,.1 ~ .. 8! .,1 N: ~, 81 18! ;1 .. I I;! I I I 81 8' ~ ~1 ;JI ~, .. , , \lL ; 8: ' ';;, ~. ft· • ,. . ~ . . .... --. PI'IOVICa, 10' Sl~ ;ALO/-IGI SOUTH !!iP&-orr ~Ii. ~ rt.-~--l--NII.6OO •• ''::' __ :,~:: I 8:: *-p'"~,.r;;;; 1 ;'! ;; , ',,' 1 ,~:, \ . I ~.. I , \ I. .' J.I. I NII400 ·t.~""t-••• 1_ . ..!.1 __ . H,' : ;'\:' .I Ih /1 i: .: ,:! '\~ ~:"/ ' , -\t-+---'--.!H~?Q!L o \i I • % .. Ii .,,-1. ..... :: " . ;' ~ \. \1 <.) ~ )1, '~~:'_f~._ ,1 01 0, ~~ 31 o ~-N ,. , g- ~ ,.;' GENERAL NOTES 8 ~, ;0 l IDENTIFICATION SIGNS AS SHOWN. AU.. OTHER SIGHS TO BE APPROVED Br lHE CITY. \' 8 ~ ;0 _~1~L.~. LOADING ZON&. ~~~) ~ 10,800 ~ 'n'W"1"1C 51~ 4T N 10.600. '.\ 2. .. 1AHO!lCAAIG AN) IRRIGATION 10 IE "'''''DED IN CONJUNCTION wmt 1HE ""'KING ~ ~ lDT PAVING AND 'MPROYEMENT fl..AN ,'f:: J19 _ b. UHDSCAPtNG WL1. BE lOCATED ntROUGHOUT THE PARiaNG lOT AND WIll. BE __ .r'="''''-...... _____ _ WLL MGQi EXlmNG ~ES CIt THE SIT£ AHD WIlL E INSTAUEO PRtOR 10 . • ~. • PROVIDED wrm ..,. APPROPRIATE IRRIGAnatI S'WSTEN FLAHTS. 'TREES AHD SHRU8S ~ 3<0' ~'" OCOJMNC't. 12' O&SI~ I. 3 IMPft(N£MENTS AND CONST~cnON ME TO BE CONPt..ETEO IN atE tamNUOUS CPEltATION • 4. THE "'£SENT BUS STOP uX:AnON waLl. IE REl.DCATED IF NB::E9SARY TO PftI)VIDE 10ft CONTINUED E"'CENT 1i1unlc Fl,Dw AFTER mE EXPMSJON MEA 1$ OFENED lOR aUSINESS I SECTION 9-6 (-rypJQ.o.I-Fe"'" eACH eca' EN"II"'ANce.) ! DOUBLE FACED Lo. © OONSTRUCT PaITLANO CEMENT CONCRETE CURBS 4' I"ENCE '0'"" WALL LANOSOIIPI~ IN'THe P4RK-w....y. ~ W"r2.poo; 'T1O W-:a,800_. , Cil4' ("f'r1"!c::::.o.L.-MAI'\...oN ~d.) , SecrION A-A . I I ~.IGlURE ~tj: . ',,),:' ·~..:~n~· ". ;',: fIII---· .. --'. ,i;t " ", ~'~/:.1 ,., ~ . J~; I I I I I I -10- Five vehicular access points to the shopping center wottld be provided along Marron Road o The westerly access aligns with the future intersection of Monroe Street and Marron Road. Other access points are as indicated in Figure 50 A 64 foot curb to curb width would be provided on Marron Road. This would allow two lanes in each direction with left turn channelization. No on-street parking or stopping would be allowed except adjacent to the theatre where a 180' foot turnout is proposed for passenger drop-off. I The first access point westerly of EI Camino Real would be signalized. This is to prov~de for the pedestrian crossing from the shopping center to the theatre. I I I I I I I The signal should be a two-phase, semi-actuated type, interconnected and coor- dinated with the existing EI Camino Real/Marron Road traffic signalo In order to channelize pedestrians to the signalized crossing, a four foot fence or wall should be constructed in the north parkway from EI Camino Real to the second shopping center access. The existing traffic island on Marron Road at El Camino Real should be removed and left turn channelization installed. The existing street light system should be extended easterly adjacent to the center. This consists of 20,000 lumen mercury vapor lamps at 200 foot staggered spacing. Ou-Site Recommendations As a result of ,the Marron Road recommendations, some on-site modifications w~re requiredo These consisted of revised parking and circulation systems adjacent to Marron Road. In addition, on-site parking and circulation were I reviewed on an overall basiso This resulted in several recommendations effect- ing the shopping center o I I I I The existing bus stop and transfer station is located on the east side of the shopping center. It is recommended that this facility be relocated to the north side of the center as shown in Figure 50 This location is readily accessible to the buses and would have the least impact on on-site circulation and parking. The relocation has been reviewed by the North County Transit District but not formally accepted. I I 1 1 1 I 1 1 I 1 1 1 1 1 I I. I I I -11- A redesign of the parking area east of the May Company store has been recom- mended. This revision would eliminate a roadway through the parking area and increase the parking supply in this area. Along with this redesign, the modi- fication of the main entrance on El Camiro Real is recommended. This change is indicated in Figure 5 and results in a more standard treatment with less conflict points. The eiimination of the roadway through the parking area also aids this intersection. The access points along Marron Road are recommended to be 36 feet wide with no direct access to parking except at the inner ring road. This will allow ade- quate on-site space for queuing of vehicles entering and exiting the facility without interfering with Marron Road traffic movement or on-site circulation. These should be striped to allow two lanes outbound and one lane inbound. Projected weekday peak hour volumes for each driveway are illustrated in Figure 6. These volumes were based on available count data, short term turning move- ment counts made by our personnel and future traffic volume projections pre- + viously discussed. Each access would be bordered with a l~ foot strip'includ- ing sidewalk and landscaping. The major benefit of this recommendation would be to improve on-site circulation and reduce the blockage of parking areas by vehicles entering or exiting the site. Summary The recommended improvements for improved traffic conditions on Marron Road are as follows: 1. Construct curbs on the north side of Marron Road to provide a 64 foot roadway and modify adjacent parking facilities. 2. Provide five access points to the shopping center along Marron Road. 3. Provide a 100 foot turnout on the south side of Marron Road for passenger loading and unloading at the theatre. - - - - - - ---- - - - - - - - - - - o If) "-so o 0 "--70 0'1 '<t '" If) ) ~ ~4S0 ) " -420 100~ 100-" 630~ S75~ ____ 000 ~ NO SCALE WESTON PRINGLE RND ASSOCIATES .... 1:::1 'b Q:: ~ .~ ~ ~ \....IOS 00 '--130 .... If) If) ~ rt)1f) rt)'" ) " ~49S )~ ......... S70 Marron o 0 '-90 If) <Xl ) ~ ~440 4S.-/ SO.-/ '20~ 345/ Rood S80~ 610--64S-100---- 290, LEGEND Number of Vehicles per Hour 6 FUTURE P. M. PEAK HOUR SITE DRIVEWAY TRAFFIC VOLUMES PLAZA CAMINO REAL SHOPPING CENTER