The URL can be used to link to this page

2029 S. Bascom Ave. (2002-10) \11.1 cO \ENT Sr\Ec\ Of.\If.LOPl'\f.N\ Rf.\/lE.. .- Ot\lELOPtJ\E~\ I~.PPLIC'" 110~ ------ \.,,/~~:if'IJ -.. ::f/~ "'~<';\ \:::;1. . ~:;\ ,<:1\ "... ,,' _! '....' '.. <.. / '\_-:;:;"'>""~~/,,,'_' "'_~~ Of, It ".,~.~~,/' irJ.- O\str\but\On " COll>Pleteness CO!l\!l\en\:5: conditiOnS 01 I'pproval: februar'/ 11, 2002 februar'/ 19, 2002 februar'/ 25,2002 RO\J\~ . rll<\"CI\itectural I'dvlsor 1l fire oel'attn\ellt po\\ce oe?arttnent Rede\Je\o?tnent f\genC'1 . 1l \.,alld oe"elolln\ellt E1I911leer ,raff\C E.n9\neer 5er\l\ce center 1.. Bund\ng D",\5\On PRO)EcI OESCRlI'TlON 0 0 ot \Of tne re!l\odel 01 an e)l.isting snell set'lice Site and I'fcnitectural Rev,e'l'J per!l\' stat\on, p.pN', f\??\\cant, pro?ert'l O'lJner'. pro)ect f\ddress', 2on\n9', Genera\ p\an', ~ oarO/ S!l\itn EN'ilRONl'\El'lI I'L otlERl'\lNI.,nONO. t)(El'\I'I, SEC\10N 15301, O..pSS 1 E I'R\l'\ENlI'L RECOl'\l'\ENOl'ilON: 0 uire !l\ini!l\al or nO CO!l\!l\en\:5 b~ 0\, i can be deter!l\ined tnat tniS project ~~\\s rce~!l\ent sneet 'l'Jitn ~our initials to , ...Iease return'" ~our depart!l\entlagenO/, Y obi ) tne project Planner as SOon as poss' e. 0 0 0'/ In\t\a\. \ n .\,"~/~ ~ f\\e NO,: PLN2002-00010 412-10-042 Q\\\Jer Ort\1. f.C\uilon Enterprises, LLC 2029 5, Bascotn f\\Je, C-2-5 Genera\ cotntnerda\ S~ cotntnents ----- NO cotntnents . I .' ons (.see attacned) --- I\dditiOna\ inlor!l\at,on revlS\ --------- --------- ~ .'-~.~'\.~~~<~~~~' , ,......... '.'<'...... .:::( ~\:.\ a \ . ,OJ -"'{-,..'\., . ; "Mo,.,:' ()~~... '^_,~' I~...... ,~l....-. ? DEVELOPMENT REVIEW COI ,iENT SHEET DEVELOPMENT APPLICATION ,,-.\ Distri bution: Completeness Comments: Conditions of Approval: February 11, 2002 February 19, 2002 February 25, 2002 ROUTE TO: X Architectural Advisor X Fire Department Police Department Redevelopment Agency X Land Development Engineer Traffic Engineer Service Center X Building Division PROJECT DESCRIPTION Site and Architectural Review Permit for the remodel of an existing Shell service station, File No,: APN: Applicant: Property Owner: Project Address: Zoning: General Plan: PLN2002-00010 412-10-042 Oliver Ortiz Equilon Enterprises, LLC 2029 5, Bascom Ave, C-2-S PROJECT PLANNER: General Commercial Darcy Smith ENVIRONMENTAL DETERMINATION: EXEMPT, SECTION 15301, CLASS 1 DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible, j 4f Comments / Init.ian n ~r4 -'1 ~ /,/::' ~;/;;1 c;/ - Status No Comments Additional information/revisions (see attached) DEVELOPMENT REVIEW COMMENT SHEET APPLICATION RE-SUBMITTAL Distribution: Completeness Comments: Conditions: April 9, 2001 April 16, 2001 April 23, 2001 ROUTE TO: Architectural Advisor X Fire Department Police Department Redevelopment Agency X Land Development Engineer X Traffic Engineer Service Center X Building Division PROJECT DESCRIPTION Application for: Zone Change from C-1 (Neighborhood Commercial) to C-2 (General Commercial) Zoning District Use Permit for Car Wash Site and Architectural Review Permit for construction of Gas fueling facility/ convenience market/ car wash. The existing facility consists of a service station building and fueling facility File No.: PLN 2000-123 (ZC) -124 (UP) -125 (S) APN: 412-10-042 Applicant: Timothy Boe (ARC Inc.) Property Owner: Equilon Enterprises LLC - Brett Hovland >---...., F, ./ Project Address: 2029 S. Bascom Ave .....~ Zoning: C-1-S PROJECT PLANNER: Darcy Smith ENVIRONMENTAL DETERMINATION: NONE AT THIS TIME DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Comments No Comments Additional information/revisions (see attached) Traffic Study Report F or the Shell Service Station/Convenience Store/Car Wash At the Intersection of S, Bascom Avenue and Campbell Avenue In the City of Campbell /' Prepared for: Shell .~/ Prepared by: Farhad Iranitalab Farhad and Associates/ 2815 Mitchell Drive, Suite 120 Walnut Creek, CA 94598 April 27, 2001 INTRODUCTION The purpose of this report is to analyze and evaluate the traffic impacts of a proposed project to reconstruct an existing Shell service station at the southwest comer ofthe intersection of S. Bascom Avenue and Campbell Avenue in the City of Campbell, (See figure 1). The proposed project is located on a 0.78-acre parcel bounded by S. Bascom Avenue to the east, existing commercial developments to the south and west, and Campbell Avenue to the north. The proposed project consists ofa gas station with 12 fueling positions, 2,280 square feet of convenience store, and a 900 sq,-ft of car wash, The analysis is focused on the difference in operationallevel-of-service at the intersection of S. Bascom and Campbell Avenues between the existing conditions and the project conditions. Internal site circulation is also evaluated. Analysis includes the evaluation of the queue of vehicles at the car wash and any impact on the internal circulation. Figure 2 illustrates the proposed site plan. Two study scenarios were addressed in the study: 1, Existing- Evaluation of existing traffic conditions, 2, Existing Plus Project (Cumulative)- Evaluation of traffic conditions for the existing plus project scenario, EXISTING CONDITIONS A. Existing Land Use The existing parcel land use is currently C-1 S in the existing City General Plan. The applicant is requesting a zoning change to C-2S. The existing service station consists of a gas station with 10 fueling positions and 2,192 square feet of repair shop building, B. Roadway Network The proposed project site and its surrounding vicinity are shown in Figure 1, Important roads serving the project are discussed in the following paragraphs. S. Bascom Avenue is a major four-lane north south divided arterial along the westerly side of the project site, It is a major connector between the Cities of San Jose, Campbell and Town of Los Gatos. Bascom Avenue carries about 45,000 vehicles to the north of Campbell Avenue, and 34,000 vehicles to the south of Campbell Avenue during an average twenty-four hours period. Campbell Avenue is a four-lane east west arterial to the north of the project site. The west and east legs of Campbell Avenue intersect S. Bascom to form an offset intersection, The intersection's geometry does not allow straight through movements, all vehicles must make a right or left-turn at Bascom Avenue. In the vicinity of project Campbell Avenue carries about 13,500 vehicles during an average twenty-four hours period. C. Traffic Volumes The existing AM and PM peak hour turning movements at the intersection of S, Bascom and Campbell are shown in Figure 3, The data is based on recent count performed for other studies. The City of Campbell staff provided the Average Daily Traffic (ADT), 1 N CAMPBELL AVENE -------- ~ ~ \. .;- II J I I I c:::::::ll _ -.J ) J1 J1 ~'-J \-e-Lt\ Lf)- -G J \1 , I I I I I \ I I I I I I 1 I I \\1\\ I I I I I I I I I I I I I I w :::> z w > <( ~ o u If) <( 0) . If) FIGURE 1 - EXISTING CONDITIONS wmC:::l N I I I I W I I I ::J Z I w > I <( I ~ 0 I u l/') <( I CD CAMPBELL AVENE " I . l/') I -------- --- - .JI .JI ~'--1 ~ I I -I I I :01:[ I I . I I I I I I I ~a: :01:[ I I I I I I I I I 'I' ~a:~aJ I I I PROJECT SITE I I I . I I I I I I I I I FIGURE 2 - PROJECT CONDITIONS N CAMPBELL AVENE - 165301 - - - - -- 169041 \. ~- II =J I I \c=::JI _-1 ) 579 r: ~ ( 335 ) 105 \-e-UI 4)- -G J W ::::J I 21059~ I 11"06\ I z w I I > <I: I I ~ ( 13341 0 475 U t\I+ Lf) <I: 0] I I \l Lf) I I I I I I r I I I 1(~5 1 Y ~ LEGEND 1 XXX A.M. PEAK HOUR I 419 1235 (XXX) P,M, PEAK HOUR 1 (272) r38\ I XXX I AVG, DAILY TRAFFIC I I ,I, I I I I I I I I I I I 115806 I 118370 I FIGURE 3 - EXISTING DAILY, AM AND PM TRAFFIC VOLUMES Willt:J D. Site Access Four driveways provide access to the existing site. Two driveways are on S, Bascom Avenue and two are on Campbell Avenue. The median barrier on S. Bascom Avenue prevents left-turn movements on to the site, northbound motorists have to make a U-turn in order to access the site or enter from Campbell Avenue, Left turn is not permitted from the site on to Bascom Avenue either, Basically the driveways on Bascom Avenue are right in and right out. The median barrier on Campbell Avenue prohibits left-turn movements on to the site at the most easterly driveway, All movements are allowed at the westerly driveway. (See figure 1) E. Existing Site Trip Generation Table 2 presents the estimated existing trip generation based on the ITE trip generation Handbook 6th Edition for Land Use 844, which is a service station with repair shop, F. Existing Site Trip Distribution Figure 4 shows the existing site trip distribution percentages and figure 5 illustrates the current distributions of trips. Intersection Levels of Service The Highway Capacity Manual's Operation Methodology is used for the analysis oflevel-of- service at the intersection ofS. Bascom and Campbell Avenues. Results of the analysis are summarized in Table 1. Detailed calculations are contained in Appendix "A". a e - XIS me: on I Ion eve - - ervlce Intersection Peak Delay LOS S. Bascom Ave./Campbell Ave. A.M. 24.2.0 C (sec/veh) P.M. 33.0 C (sec/veh) T bilE 'f C d't' L I Of S PROJECT CONDITION A. Projects Description The proposed Shell Station will replace the existing Shell Station. The Project will replace an Existing 10 fueling positions with repair shop area with a service station that includes 12 fueling positions, a 2,280 sq.-ft. of convenience store, and 900 sq.-ft, of car wash, The project provides 16 general parking and lbandicap parking spaces. The number of parking is in conformance with the City's requirement. (See figure 2). C. Site Access The proposed project provides four driveways to access the site, two on S, Bascom and two on Campbell Avenue, Left turn movements are physically restricted at three driveways except at the westerly driveway on Campbell Avenue, The most westerly driveway on Campbell Avenue is restricted to exit only for vehicles exiting the car wash are permitted to make a left-turn on to 5 N 50% w => Z w > <:( :::E o u if) <:( rn I I CAMPBELL AVENE i~ i I I \\ . if) -- ,15%- - 25%, - 21""i" J LEGEND XX% PERCENT TRIP DIST. J 1C" J-r II =J 11% I I Ie::::::> I _ -1 \-e-U\ 4)- -G J I I ,I, I I I I I I I. ) FIGURE 4 - EXISTING TRIP DITRIBUTION PERCENTAGES N I I (31 ) 32 (;1> i l i / II CAMPBELL AVENE t 9 (11-;- - ----- 16 (19)1 ~ ~ 13 .-.t (15 ) 1 r~ ~-r (11) (7) ] 7 Ie:::::::> ( 8 ) \ I Ie:::::::> \ _ .--J 5 (6)\ I I I I I I I I I I I w => Z W > <( ~ o u <.f) <( en . <.f) LEGEND XX All PEAK TRIP ASSIGliENT (XXI PM PEAK TRIP ASSIGtflNT FIGURE 5 - EXISTING DISTRIBUTION OF AM AND PM TRIPS (31) I 32 jl (1) 6 -, I I I I \-e-tJ\ I I L()- -G J (5J I 5\ I j (39) 32. I I UlWb ) Campbell Avenue. The exit only driveway on to Campbell is 16' wide, the easterly driveway is 35' wide, and both driveways on S. Bascom are 40' wide. D. Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Handbook, 6th edition was used to estimate the trips that are generated by the development. Table 2 presents the trip generation for the existing and proposed project and the difference between the existing and the proposed project, Table 2- Existin2 Facility Trip Generation vs. orooosed oroiect Trio Generation Trip Generation AM Peak Hour PM Peak Hour Component Daily In Out Total In Out Total Trips 51% 49% 100% 51% 49% 100% Existing Conditions- 10 Fueling Position, Service /Repair ITE Trip Generation Rates for Land Use 844 (Gasoline/Service Station) 168.56 A vg. Trips per Day per Fueling 1686 Position 12.27 Avg. Trips per Hour per Fueling 63 60 123 Position during AM peak 14,56 Avg. Trips per Hour per Fueling 74 72 146 Position during PM peak ExistinJ[ Trips 1686 63 60 123 74 72 146 AM peak Hour PM Peak hour Component Daily In Out Total In Out Total Trips 51% 49% 100% 50% 50% 100% Project Conditions- 12 Fueling Position, Convenient Store, Car Wash ITE Trip Generation Rates for Land Use 846 (Gasoline/Service Station with Convenience Store and Car wash) 152.84 Avg. Trips per Day per Fueling 1830 Position 10.64 Avg. Trips per Hour per Fueling 65 63 128 Position during AM peak 13.19 Avg. Trips per Hour per Fueling 79 79 158 Position during PM peak Project Trips 1830 65 63 128 79 79 158 Difference between proposed and 144 2 3 5 5 7 12 existinS! trios 8 Table 2 indicates that the proposed project will generate 5 additional trips during AM and 12 during PM peaks as compared to the existing facility during the peaks. However, we believe the trip generation rates as presented by the Manual does not represent the new station with car wash and convenience store, Our experiences indicate that there would be an average increase of 25% in trip rates over the rates for the existing Land Use 844, Table 3 shows the estimated trips for the proposed project. Table 3- Proposed Facility Trip Generation Trip Generation AM Peak Hour PM Peak Hour Component Daily In Out Total In Out Total Trips 51% 49% 100% 50% 50% 100% Project Conditions- 12 Fueling Position, Convenient Store, Car Wash ITE Trip Generation Rates for Land Use 844 x 1.25 211 (168.56 x 1.25= 211) A vg. Trips per Day per Fueling Position 2532 15.33 (12.27 x 1.25=15.33) Avg. Trips per Hour per Fueling Position during 94 90 184 AM peak 18.2 (14.56 x 1.25=18.2) Avg. Trips 109 109 218 per Hour per Fueling Position during PM peak Proposed condition Trips 2532 94 90 184 109 109 218 Difference between proposed and 846 31 30 61 35 37 72 existin2 trips The additional trips are less than 100 or more new peak hour trips during the AM or PM peak hours; therefore it is exempt from the Santa Clara County Congestion Management Program (CMP) requirements. E. Trip Distribution The ITE's Trip Generation, 6th Edition indicates that 51 % of trips are inbound and 49% are outbound during the AM and 50% inbound and 50% outbound during PM peaks. Based on the access restriction the following assumptions were made in order to determine the project inbound AM and PM peak trips. Please note that only the additional trips are distributed to the intersection of Bascom and Campbell because the existing trips are included in the existing traffic volume counts. 9 65% or 20 additional vehicles during AM and 23 additional vehicles during PM peaks are from the north (southbound traffic) . 8% or 3 additional vehicles during AM and 3 additional vehicles during PM peaks are from the south (northbound traffic) . 25% or 8 additional vehicles during AM and 9 additional vehicles during PM are from the west (eastbound traffic) . 2% 1 additional vehicle during AM and 1 additional vehicle during PM peaks are from the east (westbound traffic) The outbound trips are assigned to the driveways based on the existing traffic movements, The following presents the outbound trip distributions at each driveway: . 60% or 24 additional vehicles during AM and 26 additional during PM exit the site using the southerly driveway on to Bascom Avenue heading south, . 10% or 3 additional vehicles during AM and 4 during PM exit the site using the northerly driveway on to Bascom Avenue heading south. . 21 % or 12 additional vehicles during AM and 15 during PM peaks exit the site using the easterly driveway on to Campbell Avenue. . 9% or 8 vehicles during AM and 10 during PM use the car wash Figure 6 presents the proposed site trip distribution percentages and figure 7 shows the distribution of additional trips that is generated by the modification of the site. The values on figure 7 are the difference between the existing and the proposed project. F. Project Level Of Service Figure 8 shows the existing plus project trips at the intersection of S. Bascom and Campbell Avenues, The results of the intersection analysis are summarized in Table 4. Detailed calculations are contained in Appendix "B", able _ Proposed Condition Level-Of-Senrice Intersection Peak Delav LOS S. Bascom Ave./Campbell Ave, A.M. 25.7.0 C (sec/veh) P,M, 43.1 D (sec/veh) T 4 Table 4 indicates that there are no changes in operationallevel-of-service during AM peak, however, the PM peak hour level-of-service at the intersection ofS. Bascom and Campbell Avenue drops from C for the existing conditions to level-of-service D for the project conditions. Level-of-service D is an acceptable level-of-service. G. Site Circulation Site plan evaluation indicates that there is adequate clearance between the building and the fuel pumps for safe and efficient circulation. The fact that all driveways are right in and right out 10 N I I W ::J Z W > <( ~ o u l/) <( (l) 65" CAMPBELL AVENE l . l/) ------- ----- 17" -1 i} -I :D6\ I I DD: :Da I I I ~D:~aJ B" 60" j I I I I I I I I I I I I I I I I I I I 10" , LEGEND XX~ PERCENT TRIP OIST, FIGURE 6 - TRIP DISTRIBUTION PERCENTAGES FOR THE PROPOSED PROJECT N I I W I ::J Z I I w > I I <( I I ~ 0 I I u V> <( 1+23) I I CO CAMPBELL AVENE +20 ~ I I . V> I I ------- -- --, I :Da: :aa I J I 1(+<4} +3 -. I J;la: :aa I I I ~a:~aJ -- +12 J (+15) -- ----"--1 (+29) +25 +3 (+3) I I I I I I I I I I I I I I I I I I I LEGEND XX% PERCENT TRIP DIST, . (+111 +9 FIGURE 7- ADDITIONAL AM AND PM PEAK HOUR TRIP ASSIGNMENTS FOR THE PROPOSED PROJECT N CAMPBELL AVENE ---- -- 581 ~ ~ - .' I I I I I (1351) 0495 tI7 I I \1 I I I I I I I I I I I I I I I I ~I\\ I I w ::J Z w > <( ~ o u If) <( CD . If) I I Y I Ilr ~ 1235 r38, I I I I LEGEND XXX (XXX) A,W, PEAK HOUR P,W, PEAK HOUR -, :aa;;[ I I I ];IIa: :aa;;[ I I 10 ~ ~.:~""j 0 UlWt::J 0422 (215) FIGURE 8 - EXISTING PLUS PROJECT AM AND PM TRAFFIC VOLUMES makes it much easier for the internal circulation because there are less conflict points between vehicles. (see figure 9) The number of vehicles that are using the driveway back to the site from the car wash are very few (in the order of2 or 3 cars per hour), also the number ofvehic1es entering the site from Campbell Avenue per hour is low which will minimize the conflict between these two access point, We are recommending the installation of a do not enter sign to make it clear that this access is one way out. In regards to the queue of cars waiting to go through the car wash we used the normal industry practice for estimating the number of vehicles that would use the car wash, According to the calculation there would be between 60 to 80 vehicles a day that would use the car wash, this translate to about 6 to 8 cars per hour. The study assumes eight cars during the AM peak and ten cars during the PM peak that would be using the car wash. This car wash is utilizing a new conveyer method that is much faster than allowing the driver to drive through or having a stationary vehicle with moving equipment, Based on the 10 vehicles per hour rate we do not anticipate any vehicle back ups on to the site, Conclusion and Recommendation The study assumes that the new project will increase the number of trips generated by twenty five percent, This number is much higher than the suggested trip generation in the ITE Trip Generation Manual, 6th edition. Our experience indicates that the ITE trip generation numbers are out of date and do not represent the new service station design. However, even with the 25% increase in trips, the analysis indicates that there would be no significant negative impacts from the project. Therefore, no mitigation is proposed over and above the conditions of approval. To improve the circulation and reduce any confusion on the site we recommend the installation of signs and pavement marking as shown on figure 10. 11 N CAMPBELL AVENE -------- -- :-]/ I :1;10: :oa "c'.. J....rrr:u~~ I "_ '^, . . ~ i I :1;10: :oa I: ' , Ii - .: I I :: I IS f:' I [' .' v L \ :1;10: :o~ I " croo ~__~-~-EJCjJ~~I\ I , I I ) I I I I I I I I I I I I I I I I I I I I ~ I I I I ~I~ I I I I I FIGURE 9 - SITE CIRCULATION W :J :z w > <( ~ o u U) <( (]) . U) N CAMPBELL AVENE ------- INSTALL R10 - - - (ONE WAY) -- " --, I :~D: :D~ I I I I ~D: :D~ I I I I ~D:~~J ... I I " I I I I I I I I I I I I I I I I ~I~ I I I I I I I I I I I I I I I I 1 W =:J Z W > <! ~ o u (/) <! (l) . (/) FIGURE 10 - ON SITE SIGNING AND PAVEMENT MARKINGS APPENDIX "A" Existing Conditions Level-Of-service at Study Intersection t3 Input Worksheet Page 1 of2 INPUT WORKSHEET General Infonnation Site Infonnation Analyst FARHAD IRANlTALAB Intersection S. BASCOM/CAMPBELL Agency or Co. FARHAD & ASSOCIA TES Area Type All other areas Date Performed 3/29/01 Jurisdiction Time Period EXISTING AM PEAK Analysis Year 2001 Intersection Geometry Grade = 0 0 3 1 .vi l Grade = 0 2 -.-J ~ 1 0 0 1 ~ r 1 Grade = 0 1 r Grade = 0 2 3 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 579 105 26 107 419 1235 6 48 475 365 % Heavy veh 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated (PIA) P P P P P P P P P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume 0 Parking rr or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 Excl. Left NB Only Thru & RT 08 "'iming G = 26.0 G= G= G= G = 16.0 G= 6.0 G = 46.0 G= y= 3.0 y= y= y= y= 0.0 y= 0.0 y= 3.0 y= Duration of Analysis (hrs) - 0.25 Cycle Length C - 100.0 file://C:\ WINDOWS\ TEMP\s2kD068, TMP 4/27/01 CAPACITY AND LOS WORKSHEET General Information Project Description EXISTING CONDITION Capacity Analysis EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 643 117 29 119 466 1379 53 934 Satflow rate 3502 1615 1805 1615 3502 5183 1805 4849 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IGreen ratio 0.26 0.26 0.26 0.26 0.22 0.52 0.16 0.46 Lane group cap. 911 420 469 420 770 2695 289 2231 vlc ratio 0.71 0.28 0.06 0.28 0.61 0.51 0.18 0.42 Flow ratio 0.18 0.07 0.02 0.07 0.13 0.27 0.03 O. 19 Crit. lane group y N N N Y N N Y Sum flow ratios 0.51 Lost timelcycle 6.00 !critical vlc ratio 0.54 Lane Group Capacit'l, Control Delay, and LOS Determination EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 643 117 29 119 466 1379 53 934 Lane group cap. 911 420 469 420 770 2695 289 2231 vlc ratio 0.71 0.28 0.06 0.28 0.61 0.51 0.18 0.42 \Green ratio 0.26 0.26 0.26 0.26 0.22 0.52 0.16 0.46 Unif. delay d1 33.5 29.5 27.8 29.6 35.1 15.7 36.3 18.1 Delay factor k KJ.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm. delay d2 4.6 1.6 0.3 1.7 3.5 0.7 1.4 0.6 PF factor 1.000 1.000 1. 000 1.000 1. 000 1.000 1.000 1.000 Control delay 38.1 31.2 28.1 31.2 38.6 16.4 37.7 18.6 Lane group LOS 0 C C C 0 B D B Apprch. delay 37.0 30.6 22.0 19.7 Approach LOS D C C B Intersec. delay 24.8 Intersection LOS C Capacity and LOS Worksheet HCS2000™ Copyright iO 2000 University of Florida, All Rights Reserved file://C:\ WINDOWS\ TEMP\s2kD066. TMP Page 1 of 1 Version 4.1 4/27/01 Input Worksheet Page 1 of2 Generallnfonnation INPUT WORKSHEET Site Infonnation Analyst Agency or Co. Date Performed Time Period FARHAD IRANlTALAB FARHAD & ASSOCIA TES 3/29/01 EXISTING PM PEAK Intersection ~rea Type Jurisdiction Analysis Year S.BASCOM/CAMPBELL All other areas 2001 ntersection Geometry Grade" 0 031 vil. Grade" 0 2 --1' '-- o o ----. r Grade = 0 1 r Grade = 0 2 3 0 Volume and Timina Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 585 335 44 54 272 738 25 139 1334 461 % Heavy veh 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated (PIA) P P P P P P P P P P startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. areen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume 0 Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 SB Only Thru & RT NB Only 08 Timing G = 36.0 G= G= G= G = 22.0 G = 20.0 G = 19.0 G= y= 3.0 y= y= y= y= y= y= y= Duration of Analysis (hrs) = 0.25 Cycle Lenath C = 100.0 file://C:\ WINDOWS\ TEMP\s2kF324. TMP 4/27/01 CAPACITY AND LOS WORKSHEET General Information Project Description EXISTING CONDITION PM PEAK ~apaciiy Analysis EB WB NB SB Lane group L R L R L TR L TR ~dj. flow rate 650 372 49 60 302 848 154- 1994 Isatflow rate 3502 1615 1805 1615 3502 5161 1805 4987 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.36 0.36 0.36 0.36 0.19 0.39 0.22 0.42 Lane group cap. 1261 581 650 581 665 2013 397 2095 rv/c ratio 0.52 0.64 0.08 0.10 0.45 0.42 0.39 0.95 Il=low ratio O. 19 0.23 0.03 0.04 0.09 0.16 0.09 0.40 Crit. lane group N y N N Y N N y ~um flow ratios 0.72 Lost time/cycle 3.00 !Critical vlc ratio 0.74 Lane Group Capacitv, Control Delay, and LOS Determination EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 650 372 49 60 302 848 154- 1994 Lane group cap. 1261 581 650 581 665 2013 397 2095 Iv/c ratio KJ.52 0.64 0.08 0.10 0.45 0.42 0.39 0.95 \Green ratio 0.36 0.36 0.36 0.36 O. 19 0.39 0.22 0.42 Unif. delay d1 ~5.1 26.6 21.1 21.3 35.9 22.3 33.3 28.0 Delay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm. delay d2 1.5 5.3 0.2 0.4 2.2 0.6 2.8 11.2 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 26.7 32.0 ?1.3 21.6 38.1 22.9 36.1 39.2 Lane group LOS C C C C D C D D IApprch. delay 28.6 21.5 26.9 39.0 IApproach LOS C C C D Intersec. delay 33.0 Intersection LOS C Capacity and LOS Worksheet HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved file://C:\ WINDOWS\TEMP\s2kF322. TMP Page 1 ofl Version 4.1 4/27/0 1 APPENDIX "B" Existing Plus projects Level-Of-service at Study Intersection iB Input Worksheet INPUT WORKSHEET General Information Site Information Analyst FARHAD IRAN/TALAB Intersection S. BASCOM/CAMPBELL Agency or Co. FARHAD & ASSOCIA TES Area Type All other areas Date Performed 3/29/01 Jurisdiction Time Period AM PEAK Analysis Year 2001 Intersection Geometry Grade = 0 0 3 1 vi l Grade = 0 2 ~ \....- 1 0 0 1 ~ r 1 Grade = 0 1 r Grade = 0 2 3 0 Volume and Timina InDut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 587 109 27 107 422 1235 6 48 495 356 % Heavy veh 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated (PIA) P P P P P P P P P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume 0 Parking (Y or N) N N N N N N N N Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 Exc!. Left NB Only Thru & RT 08 "'iming G = 26.0 G= G= G= G = 16.0 G= 3.0 G = 46.0 G= Y= 3.0 Y= y= y= y= 3.0 y= 0.0 y= 3.0 V= Duration of Analysis (hrs) - 0.25 Cycle Length C = 100.0 file://C:\ WINDOWS\TEMP\s2k21A5.TMP 4/26/01 CAPACITY AND LOS WORKSHEET General Information Project Description EXISTING PLUS PROJECT CONDITION Capacity Analysis EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 652 121 30 119 469 1379 53 946 Satflow rate 3502 1615 1805 1615 3502 5183 1805 4861 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.26 0.26 0.26 0.26 0.22 0.49 0.16 0.46 Lane group cap. 911 420 469 420 770 2540 289 2236 vlc ratio 0.72 0.29 0.06 0.28 0.61 0.54 0.18 0.42 Flow ratio 0.19 0.07 0.02 0.07 0.13 0.27 0.03 O. 19 Crit. lane group y N N N y N N Y Sum flow ratios 0.51 Lost timelcycle 6.00 Critical vlc ratio 0.55 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 652 121 30 119 469 1379 53 946 Lane group cap. 911 420 469 420 770 2540 289 2236 vlc ratio 0.72 0.29 0.06 0.28 0.61 0.54 0.18 0.42 Green ratio 0.26 0.26 0.26 0.26 0.22 0.49 0.16 0.46 Unif. delay d1 33.6 29.6 27.8 29.6 35.1 17.7 36.3 18.1 Delay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm. delay d2 4.8 1.7 0.3 1.7 3.6 0.8 1.4 0.6 PF factor 1.000 1.000 1. 000 1.000 1.000 1.000 1.000 1.000 Control delay ~8.4 31.3 28.1 31.2 38.7 18.6 37.7 18.7 Lane group LOS D C C C D B D B Apprch. delay 37.3 30.6 23.7 19.7 Approach LOS D C C B Intersec. delay 25.7 Intersection LOS C Capacity and LOS Worksheet HCS2000™ Copyright iO 2000 University of Florida, All Rights Reserved file:1 IC:\ WlNDOWS\ TEMP\s2k21 A3. TMP Version 4.1 4/26/01 Input Worksheet Page 1 of2 INPUT WORKSHEET General Information ~ite Information ~nalyst FARHAD IRANlTALAB Intersection S. BASCOM/CAMPBELL ~gency or Co. FARHAD & ASSOCIA TES ~rea Type All other areas Date Performed 3/29/01 ~urisdiction Irime Period EX + PROJECT PM PEAK ~nalysis Year 2001 Intersection Geometrv Grade = 0 0 3 1 ..1 ~ Grade = 0 2 ~ ~ 1 0 0 1 --. r 1 Grade = 0 1 r Grade = 0 2 3 0 Volume and Timina Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT ~olume (vph) 594 341 45 54 275 738 25 139 1357 450 % Heavy veh 0 0 0 0 0 0 0 0 0 0 IPHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ~ctuated (PIA) P P P P P P P P P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume 0 Parking \f or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 SB Only Thru & RT NB Only 08 rnming G = 33.0 G= G= G= G = 22.0 G = 17.0 G = 19.0 G= y= 3.0 y= y= y= y= y= 3.0 y= 3.0 y= Duration of Analysis (hrs) = 0.25 Cvcle Length C - 100.0 file://C:\WINDOWS\TEMP\s2kAl17.TMP 4/26/01 Capacity and LOS Worksheet Page 1 of1 CAPACITY AND LOS WORKSHEET ~enerallnformation Project Description EXISTING + PROJECT CONDITION PM PEAK lCapacity Analysis EB WB NB S8 Lane group L R L R L TR L TR Adj. flow rate 660 379 50 60 306 848 154 2008 Isatflow rate 3502 1615 1805 1615 3502 5161 1805 4993 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 iGreen ratio 0.33 0.33 0.33 0.33 0.19 0.39 0.22 0.39 Lane group cap. 1156 533 596 533 665 2013 397 1947 vie ratio 0.57 0.71 0.08 0.11 0.46 0.42 0.39 1.03 Flow ratio 0.19 0.23 0.03 0.04 0.09 0.16 0.09 0.40 Crit. lane group N y N N Y N N Y Sum flow ratios 0.72 Lost timelcycle 9.00 !critical vie ratio 0.80 Lane Group Capacit'/, Control Delay, and LOS Determination EB WB NB SB Lane group L R L R L TR L TR Adj. flow rate 660 379 50 60 306 848 154 2008 Lane group cap. 1156 533 596 533 665 2013 397 1947 ~/c ratio 0.57 0.71 0.08 0.11 0.46 0.42 0.39 1.03 IGreen ratio 0.33 0.33 0.33 0.33 0.19 0.39 0.22 0.39 Unif. delay d1 ~7.7 29.3 23.1 23.3 35.9 22.3 33.3 30.5 Delay factor k Ip.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm. delay d2 2.1 7.8 0.3 0.4 2.3 0.6 2.8 28.9 PF factor 1. 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay ~9.7 37.2 23.4 23.7 38.2 22.9 36.1 59.4 Lane group LOS C D C C D C D E ~pprch. delay 32.4 23.6 27.0 57.8 ~pproach LOS C C C E Intersec. delay 43.1 Intersection LOS D HCS2000™ Copyright C) 2000 University of Florida., All Rights Reserved file:1 IC:\ WINDOWS\ TEMP\s2kAl15, TMP Version 4.1 4/26/01 MEMORANDUM CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT TO: Darcy Smith, Project Planner DATE: 4/24/01 FROM: 0' Lynn Penoyer, Land Development Manager r!'/" Harold Housley, Land Development Engineer Site Address: 20295. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(5), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises ***REVISED*** PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Preliminary Title Report: Prior to issuance of any grading or building permits for the site, the applicant shall provide a current Preliminary Title Report. Right-of-Way for Public Street Purposes: Prior to issuance of any grading or building permits for the site, the applicant shall grant 7 feet of additional Right-of-Way for Public Street Purposes along the Bascom A venue frontage to accommodate a 10 foot wide landscaped parkway and a 7 foot wide sidewalk within a 54 foot half street public right-of- way. The applicant shall also grant additional Right -of- W ay for Public Street Purposes along the Campbell A venue frontage to accommodate a 10 foot sidewalk from the face of curb to back of walk. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. Street Improvements: Prior to issuance of any grading or building permits for the site, the applicant shall execute a street improvement agreement and shall cause plans for public Street Improvements to be prepared by a registered civil engineer, pay fees, post security and provide insurance necessary to obtain an encroachment permit for construction of the public improvements, as required by the City Engineer. The plans shall include the following: Campbell Avenue . Removal of existing curb, gutter, sidewalk, and driveway approaches. . Construction of new curb, gutter, 10 foot sidewalk, tree wells, and ADA compliant driveway approaches in accordance with the approved site plan. . Relocation of street light and installation of new pull box, conductors, and conduits. . Installation of street trees and irrigation. . Protection, relocation, and installation of all utilities and utility boxes, as necessary. . Construction of ADA compliant pedestrian ramp at the curb return. Page 1 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(S), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises ***REVISED*** PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL . Installation of on-site and off-site signs, stripes, and similar traffic control devices as approved by the City Engineer and Traffic Engineer. . Construction of conforms to existing public and private improvements as necessary. Bascom A venue . Removal of existing curb, gutter, sidewalk, and driveway approaches. . Construction of streetscape standards including 10 foot wide landscaped parkway, street trees, irrigation, and 7 foot wide sidewalk. . Removal of existing substandard street light and construction of new street light, pull boxes, and conductors. . Construction of ADA compliant driveway approaches in accordance with the approved site plan. . Protection, relocation, and installation of all utility boxes and appurtenances, as necessary, including those related to signals and streetlights. . Installation of on-site and off-site signs, stripes, and similar traffic control devices as approved by the City Engineer and Traffic Engineer. . Construction of conforms to existing public and private improvements as necessary. Water Meter(s) and Sewer Cleanout(s): Existing and proposed Water Meter(s) and Sewer Cleanout(s) shall be installed on private property behind the public right-of-way line. Traffic Analvsis: Installation of all on and off-site traffic control devices as recommended in the traffic impact analysis report and approved by the City Engineer and Traffic Engineer. Utility Installation Plan: Prior to issuance of building permits for the site, the applicant shall submit a Utility Installation Coordination Plan and Schedule for approval by the City Engineer for installation of street improvements and/or abandonment of all utilities. Streets which have been resurfaced within the previous 5 years will require boring and jacking for all new utility installations. Applicant shall also prepare pavement restoration plans for approval by the City Engineer prior to any utility installation or abandonment. Page 2 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(S), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises ***REVISED*** PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Grading and Drainage Plan: Prior to issuance of any grading or building permits for the site, the applicant shall conduct hydrology studies based on a 10 year storm frequency, prepare an engineered Grading and Drainage Plan, and pay fees required to obtain necessary grading permits. The plans shall comply with the 1994 edition of the UBC including Chapters 18, 33, and Appendix Chapter 33. Storm Water Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permitting requirements and the California Storm Water Best Management Practices handbook prepared by the Storm Water Quality Task Force, Santa Clara Valley Water District and the City of Campbell Municipal Code regarding Storm Water Pollution Prevention. Site Plan: Prior to further processing, the applicant shall address all of the items listed in the Public Works Department's Memorandum dated September 22, 2000, and March 20, 2000. Indicate what Storm Water Pollution Prevention Measures will be taken to comply with NPDES. Provide appropriate document(s) to justify encroachment onto abutting property at the southwest corner of the site. The plan appears to allow for dedication of right-of-way along Campbell but the property dimensions have not changed. Revise the plan to comply with Streetscape Standards including a seven foot street dedication and seven foot sidewalk along the Bascom Avenue frontage. j: \landdev\2029sbas4 Page 3 of 3 ~~71~,tjg/~/L- ~~/ ft" · ~C';;?f7 s a - A ~~ua~ fE)cr-Sfty f2h1 MD Ll;W{l~ ~ /) V" ~______~ D"'-s~ RIO (\OV\L W ~ wi fA ~ 1/ . q I'.' S""'1~ .,.. r 'H( G" u,.;.rff"k ) J)'-S ~ f./,.....kC-r $/1t'\ ) ~ll \ \ Db tJ--=-~.... ~ ~-_._--------- ~~~V0- .-----/ ----- ~----- bl5tl"t" R9t (NO v .~ l\Arr / ~ClS7CQYVl A~ ----... / ///" ~/' J 4 ~._~'- p~.'r\.~ PA.If~ Ar~ -v---~ I (j\(Ld \,rl f>6 r) e~l -( ('v\ C; J..-\ /~Q / . 1\ >." (\ I \ , I , ' , .cd i I.: :I:nJff..iJ.vtzIO L ~ /lOY\.t- vJ""Y Ii I: ! l/II/~ ~ . i. ~i >/",1\. -I- rlt . (Ut'll'S~) , Z. I( ( r i \ \ \ \ \ \ i \ \ I I~J~ . - .L- 1<to(t~) G)(t5h~ I \\ 0 ,."e,. ~ It l..'. fZlD 1.Y l> \ 1)/4# ..... >rl vUUf) \~. " /JY> S:;;:,,,,:> I \j/.. ~ f:6+- ) "t""t 'I i . jiyDJJ . \ ~ '" b- ~q {{>>L MEMORANDUM CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT TO: Darcy Smith, Project Planner DATE: 4/19/01 FROM: t-.R Lynn Penoyer, Land Development Manager ./ Harold Housley, Land Development Enginee~ Site Address: 2029 S. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(5), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEP ART~IENT CONDITIONS OF APPROVAL Preliminary Title Report: Prior to issuance of any grading or building permits for the site, the applicant shall provide a current Preliminary Title Report. Rh!ht-of-Wav for Public Street Purposes: Prior to issuance of any grading or building permits for the site, the applicant shall grant 7 feet of additional Right-of-Way for Public Street Purposes along the Bascom Avenue frontage to accommodate a 10 foot wide landscaped parkway and a 7 foot wide sidewalk within a 54 foot half street public right-of- way. The applicant shall also grant additional Right-of-Way for Public Street Purposes along the Campbell Avenue frontage to accommodate a 10 foot sidewalk from the face of curb to back of walk. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. Street Improvements: Prior to issuance of any grading or building permits for the site, the applicant shall execute a street improvement agreement and shall cause plans for public Street Improvements to be prepared by a registered civil engineer, pay fees, post security and provide insurance necessary to obtain an encroachment permit for construction of the public improvements, as required by the City Engineer. The plans shall include the following: Campbell A venue . Removal of existing curb, gutter, sidewalk, and driveway approaches. . Construction of new curb, gutter, 10 foot sidewalk, tree wells, and ADA compliant driveway approaches in accordance with the approved site plan. . Relocation of street light and installation of new pull box, conductors, and conduits. . Installation of street trees and irrigation. . Protection. relocation, and installation of all utilities and utility boxes, as necessary. . Construction of ADA compliant pedestrian ramp at the curb return. . Construction of conforms to existing public and private improvements as necessary. Page 1 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(5), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEPARTlVIENT CONDITIONS OF APPROVAL Bascom A venue . Removal of existing curb, gutter, sidewalk, and driveway approaches. . Construction of streetscape standards including 10 foot wide landscaped parkway, street trees, irrigation, and 7 foot wide sidewalk. . Removal of existing substandard street light and construction of new street light, pull boxes, and conductors. . Construction of ADA compliant driveway approaches in accordance with the approved site plan. . Protection, relocation, and installation of all utility boxes and appurtenances, as necessary, including those related to signals and streetlights. . Construction of conforms to existing public and private improvements as necessary. \-Vater lVleter(s) and Sewer Cleanout(s): Existing and proposed Water Meter(s) and Sewer Cleanout(s) shall be installed on private propertv behind the public right-of-wav line. ( Traffic Analvsis: Installation of all on and off-site traffic control devices as ! recommended in the traffic impact analysis report and approved by the City Engineer and Traffic Engineer. Utilitv Installation Plan: Prior to issuance of building permits for the site, the applicant shall submit a Utility Installation Coordination Plan and Schedule for approval by the City Engineer for installation of street improvements and/or abandonment of all utilities. Streets which have been resurfaced within the previous 5 years will require boring and jacking for all new utility installations. Applicant shall also prepare pavement restoration plans for approval by the City Engineer prior to any utility installation or abandonment. Grading and Drainage Plan: Prior to issuance of any grading or building permits for the site, the applicant shall conduct hydrology studies based on a 10 year storm frequency, prepare an engineered Grading and Drainage Plan, and pay fees required to obtain necessary grading permits. The plans shall comply with the 1994 edition of the DBC including Chapters 18, 33, and Appendix Chapter 33. Storm 'Vater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permitting requirements and the California Storm Water Best Management Practices handbook prepared by the Storm Water Quality Task Force, Sama Clara Valley Water District and the City of Campbell Municipal Code regarding Storm Water Pollution Prevention. Page 2 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PLN 2000-123(ZC) -124 (UP) -125(S), (PRE 2000-20) Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Site Plan: Prior to further processing, the applicant shall address all of the items listed in the Public Works Department's Memorandum dated September 22, 2000, and March 20, 2000. Indicate what Storm Water Pollution Prevention Measures will be taken to comply with NPDES. Provide appropriate document(s) to justify encroachment onto abutting property at the southwest corner of the site. The plan appears to allow for dedication of right-of-way along Campbell but the property dimensions have not changed. Revise the plan to comply with Streetscape Standards including a seven foot street dedication and seven foot sidewalk along the Bascom Avenue frontage. j: \landdev\2029sbas3 Page 3 of 3 Of' CAIt( . ~ ;..,~.~~ .... t'" U l'"' o 0 .... .... 1- '" ~. ~' O~CH.lY.~' MEMORANDUM CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT TO: FROM: Bill Helms, Land Development Manager Harold Housley, Land Development Engineer --~ ~z S. Gomez, Assistant Engineer DATE: September 15, 2000 SUBJECT: 2029 S. Bascom Avenue, PLN 2000-123(ZC) - 124(UP) - 125 (S) Completeness Comments The site plan is incomplete in that it needs to show the following items: 1. Two feet wide street dedication on Campbell Avenue. 2, Seven feet wide street dedication on South Bascom Avenue. 3. A minimum 20 feet radius property line at return. 4. New 10 feet wide sidewalk on Campbell Avenue. 5, New seven feet wide sidewalk on South Bascom Avenue. 6. New irrigation and planting on both streets. 7. New curb ramp at return, 8. Existing and proposed traffic signal and street lighting, signing, striping, pavement markings. 9. Existing and proposed bus stop facilities. 10. Existing and proposed driveways. H: \landdev\2029sbascom9 _15memo(mp) DEVELOPMENT REVIEW COMMENT SHEET APPLICATION Distribution: Completeness Comments: Conditions: Sept. 11, 2000 Sept. 18, 2000 Sept. 25, 2000 ROUTE TO: X Architectural Advisor X Fire Department Police Department Redevelopm-. .I~ , ..~ .. , .. ....... r / Traffic Engineer Service Center X Building Division PROJECT DESCRIPTION Application for: Zone Change from C-1 (Neighborhood Commercial) to C-2 (General Commercial) Zoning District Use Permit for Car Wash Site and Architectural Review Permit for construction of Gas fueling facility/ convenience market/ car wash. The existing facility consists of a service station building and fueling facility File No.: PLN 2000-123 (ZC) -124 (UP) -125 (S) APN: 412-10-042 Applicant: Timothy Boe (ARC Inc.) Property Owner: Equilon Enterprises LLC - Brett Hovland Project Address: 2029 S. Bascom Ave Zoning: C-1-S PROJECT PLANNER: Darcy Smith ENVIRONMENTAL DETERMINATION: NONE AT THIS TIME DEPARTMENT AL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, ~!::) please return this comment sheet with your initials to the Project Planner as soon as possible. ~V /);. t\.~ G~ ,~ ~tb~. ~~.... " o~~O ~V ~ ~~t" ~- S~ ,v~~ ~ ~~~~ ~#~ q~ Initial Status Comments No Comments / ~\ ~II~ Y-. . Additional info~tion/revisions (see attached) mt'm~ dt?/t.'d ~rr: ~~ .I"fAt'J, MEMORANDUM CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT TO: Darcy Smith, Project Planner DATE: 3/20/00 FROM:~ Helms, Land Development Manager ! / \. Harold Housley, Land Development Engineer1'fv Site Address: 2029 S. Bascom Avenue For File No(s): PRE 2000-20 Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEPARTMENT COMMENTS AND PRELIMINARY CONDITIONS OF APPROVAL It is understood that the applicant plans to demolish the complete site and construct their current standard improvements on the site including gasoline pumps, car wash and convenience store. The Planning Division will therefore require that streetscape standards be installed on Bascom Avenue. The following pre-app. Conditions of Approval are subject to change depending on the results of a Traffic Analysis. Preliminary Title Report: Prior to issuance of any grading or building permits for the site, the applicant shall provide a current Preliminary Title Report. Right-of-Wav for Public Street Purposes: Prior to issuance of any grading or building permits for the site, the applicant shall grant 7 feet of additional Right-of-Way for Public Street Purposes along the Bascom A venue frontage to accommodate a 10 foot wide landscaped parkway and a 7 foot wide sidewalk within a 54 foot half street public right-of- way. The applicant shall also grant additional Right-of-Way for Public Street Purposes along the Campbell A venue frontage to accommodate a 10 foot sidewalk from the face of curb to back of walk. The applicant shall cause all documents to be prepared by a registered civil engineerlland surveyor, as necessary, for the City's review and recordation, Street Improvements: Prior to issuance of any grading or building permits for the site, the applicant shall execute a street improvement agreement and shall cause plans for public Street Improvements to be prepared by a registered civil engineer, pay fees, post security and provide insurance necessary to obtain an encroachment permit for construction of the public improvements, as required by the City Engineer. The plans shall include the following: Page 1 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PRE 2000-20 Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEPARTMENT COMMENTS AND PRELIMINARY CONDITIONS OF APPROVAL Bascom and Campbell A venues · Removal of existing curbs, gutter, sidewalks, driveway approaches, street trees, streetlight, and related improvements. · Construction of conforms to all existing public and private improvements. Campbell Avenue · Construction of a ten foot sidewalk, street trees in tree wells, with irrigation at 40 feet on-center and ADA compliant driveway approach. Bascom Avenue · Construction of two ADA compliant driveway approaches, street light, 7 foot sidewalk, 10 foot landscape strip for trees, turf, and irrigation, and related improvements. · Construction of ADA compliant pedestrian ramp at the intersection. Water Meter(s) and Sewer Cleanout(s): Existing and proposed Water Meter(s) and Sewer Cleanout(s) shall be installed on private property behind the public right-of-way line. Traffic Analvsis: The applicant shall cause a traffic impact analysis to be prepared for the site by a qualified traffic engineer. Utility Installation Plan: Prior to issuance of building permits for the site, the applicant shall submit a Utility Installation Coordination Plan and Schedule for approval by the City Engineer for installation of street improvements and/or abandonment of all utilities. Streets which have been resurfaced within the previous 5 years will require boring and jacking for all new utility installations. Applicant shall also prepare pavement restoration plans for approval by the City Engineer prior to any utility installation or abandonment. Maintenance Security: Prior to issuance of occupancy approval for the site, all public street improvements required by the street improvement agreement and the encroachment permit must be completed and accepted by the City and the applicant must provide a one- year Maintenance Security in an amount of 25 % of the Faithful Performance Bond. Grading and Drainage Plan: Prior to issuance of any grading or building permits for the site, the applicant shall conduct hydrology studies based on a 10 year storm frequency, prepare an engineered Grading and Drainage Plan, and pay fees required to obtain necessary grading permits. The plans shall comply with the 1994 edition of the UBC including Chapters 18, 33, and Appendix Chapter 33. Page 2 of 3 Site Address: 2029 S. Bascom Avenue For File No(s): PRE 2000-20 Project Description: Remove existing improvements and construct new service station Applicant: Equilon Enterprises PUBLIC WORKS DEPARTMENT COMMENTS AND PRELIMINARY CONDITIONS OF APPROVAL Storm Water Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permitting requirements and the California Storm Water Best Management Practices handbook prepared by the Storm Water Quality Task Force, Santa Clara Valley Water District and the City of Campbell Municipal Code regarding Storm Water Pollution Prevention. Site Plan: The applicant shall submit a complete and accurate Site Plan in accordance with the Planning Division's check list. j: \landdev\2029sbas Page 3 of 3 0~ CITY OF CAMPBELL DEPARTMENT OF PUBLIC WORKS ENGINEERING DMSION 1. Date ~ _.c.C--::.>--~-2 L~><:'~-c-rJ 2. Site Address:~~<'2-S\ ~ . -V~,~>~;,c:_c~ ~'-'1 r~'-.lC- > 3. For File No(s): r.....tz--tc-<2. .('7, t::.~) .~-z- C) 4. Project Description: ~ie:> ,~~__ ~~~\:::>~ t ~c:..<""'":~ \"1('f-; 5. Applicant: z,... ~2_L: \ t--.-JC- , 6. By: c~-. C~c>t,_,{r:=~7- PRELIMINARY PROJECT EVALUATION "-{.~ -= Preliminary Title Report: ~~ .see) 1.---1. ~ V. '?:~ (..J ~ Right-of-Way for Public Street Pur:poses: "'"\C) ~Al F\?~~-~1 ~ --=-:i~JU h~t;;> \.-'L l~)-==-: ""2- .Cb .~ 1"'\ j\ 't -;>\. Ic;='." /- ...~t. >--.1 t "~' {"-. -r-- r7 F. --=.;~'T-'. 'I \ 7 Y ~ ,- _ ,..- ""---.:0.. . ~~ L...:: \:..J ~-~ ,__, l1-- _'" \ -' ~ .:::> \ \ ---'-.-; ", "-".~ -(,,---f Public Service Easement: ~;. W.C \--\ t Easements: l ()-I-. l'----<.V Vacation of Public Streets/Easements: Street Improvements: '-( ~ ~"" -;. A. Curbs and Gutters L{ E~ , ~::;, B. Sidewalks ~F::;---:"s.. C, Driveway '-fG "'"-; D. Landscape ~tC~:~~~~ <! L-)~e:;, ~HP Page 1 of 4 "-(C=:=::::' E. Traffic Control ~tGkc:-\r--L (- -"t-2L~~-C:-r-x..\.X--\ L'~ t l...')G..f -=-=--::,-f~-::;T ~::+-~ ..,.~ .. r ~ }'::::{~~'o F{ C --( c::=-:c:"'-:, ~ ... F, Pavement F<. "-i"~ ~. t cr..J \Z"jC~~_ o( .\-=>F=< .." .J ~'.- -.., '''>0-_) I ~~ C-.{;C'; y. ft~~t/- \_ ~ () G. Asphalt Concrete Overlay t..J, () H. Seal Coat ."-{ ~'~::.I. Street Lights tL~l-.5-1.(:''''~V\.-;::::::::'' ~=?>GlC"';r-\ \ -\ C~ t t--.Sc..:(1... LL ~ ~~ T.t F->E=- ~ s:- . \,...Z \ t--r\~;-r 't~~ t ~'l \ - . ._-. \ . ~-,- . ' c~. . '-. I\-.( (;~-r1( r ,t S j( L 1:'~~r">- V /') /""'--'; -, r:-,,-,. -, ~.. . 1.( ~"~'--"I(. ',.x,_ ~G____,-. I. .t",_ ,-- v c..-'C.._ r."\. Lj"-. 'l-.- - \ ~.::l._, \ l I J. Other C-e-:'-*-.._,:::J r ,7::;, c... -1 (:) ""~1:::>~- \:.-7 ~-\' ~~ _ '''-\~.:==(JL ~l ~ \." ~"2> ~ ....j V-::::LJ..C _ Traffic Mitigation: ~~~ Utilities: t..)i-... -JlrJC-=-~c":J.-r.?C:>c~:)~_'J\~ \-C,~"'-'~ Utility Installation Plan: . -f~.;;, Maintenance Security: ....-~- '-.fG.~.:.;;, Coordination with Capital Improvement/Other Proiects: ..: "-( ~c~ Grading and Drainal!e Plan: k'//"-. f"t=::r-::,. Drainage System: t L) L{ r.:-~ r~~ c::===- __ ':\c~_= J Ie// l---~C) Storm Drain Area Fee: v./~ F....=::, National Pollution Discharge Elimination Svstem: Page 2 of 4 ~) 't~{C' ~~C) k_.fCJ \. .'iC" f"-\ _) ~~c \--.JO Santa Clara Vallev Water District: Tentative Parcel Map: Parcel Map: Tentative Map: Final Map: Monuments: Conditions, Covenants, and Restrictions: Lf ~~:.. ~~Demolition: wo f'--fC> 't--lD \, I. (~. ~ l "'-{~lj f:--.bCj ,l Jp..., N '-- _J "'~u Reapportionment of Assessments: Lot Line Adjustment: Certificate of Compliance: Vacation of Excess Right-of-Way: Reimbursements: Plan Lines: Legal Lot: Page 3 of 4 '--L ( . ~.:> Site Plan: J :\FORMS\PRELPROJ Rev. 8/4/98 Page 4 of 4 DEVELOPMENT REVIEW COMMENT SHEET PRE-APPLICATION Distribution: March 6, 2000 Comments: March 20, 2000 ROUTE TO: Architectural Advisor X Fire Department Police Department Redevelopment Agency er / Traffic Engineer X PROJECT DESCRIPTION Pre-application for the remodeling of an existing Shell station including removal of auto repair facility, expansion of convenience store, and new car wash facility. Site and Architectural Review Permit required. File No.: PRE 2000-20 APN: 412-10-042 Applicant: ARC Inc. Property Owner: Equilon Enterprises Project Address: 2029 S. Bascom Ave Zoning: C-I-S PROJECT PLANNER: Darcy Smith ENVIRONMENTAL DETERMINATION: NONE AT THIS TIME DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Comments No Comments Additional information/revisions (see attached) I / I