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103-2. Focused Trafic Analysis by Fehr & Peers.pdf
Attachment 2 Cbz!Dmvc!Dvqfsujop Gpdvtfe!Usbotqpsubujpo!Jnqbdu!Bobmztjt Gjobm!Sfqpsu Qsfqbsfe!gps;Qsfqbsfe!cz; 271!Xftu!Tboub!Dmbsb!Tusffu Tvjuf!786 Tbo!Kpt Ľ-!DB!:6224 Nbz!3122 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 th Trip Generation, 8 Edition Existing Conditions Existing PlusProject Conditions Cumulative Conditions Cumulative Plus Project Conditions Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual Bay Club Cupertino Focused TIA May 2011 Existing Conditions Existing PlusProject Conditions Cumulative Conditions Cumulative Plus Project Conditions wf hf!B sje svof Q 280 z !Qlx mmdp Wb 3 TJUF sffl!Cmwe Tufwfot!D 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Gffu Nvsjfm!Mo 13616118612-111 Tuvez!Joufstfdujpot X Bay Club Cupertino Project Location and Study Area May 2011 Figure 1 SJ11-1251 + Stevens Creek Boulevard >! Qpufoujbm! +! Esjwfxbz! Dmptvsf Bay Club Cupertino Site Plan May 2011 Figure 2 SJ11-1251 Bay Club Cupertino Focused TIA May 2011 2000 Highway Capacity Manual (HCM) Traffic Level of Service Analysis GuidelinesHighway Capacity Manual Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 I-280 Stevens Creek Boulevard Wolfe Road Vallco Parkway Perimeter Road Pedestrian Facilities Bicycle Facilities Bay Club Cupertino Focused TIA May 2011 Route 23 Route 26 Route 81 Route 101 Route 182 wf f!B sjeh vof Qs Ê Ê Ê Ê z lx dp!Q Wbmm ÊÊ 4 ÊÊ TJUF Ê fl!Cmwe ufwfot!Dsf T 2 3 ÊÊ Ê Ê Ê Ê Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Usbggjd!Tjhobm Dspttxbml Dmbtt!JJ!Cjlf!Mbof Dmbtt!JJJ!Cjlf!Spvuf Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! GffuGffu Fyjtujoh!Tjefxbml Y 13616118612-11113616118612-111 Tuvez!Joufstfdujpot Bay Club CupertinoBay Club Cupertino itin Peetian an ile ailitie May 2011 Figure SJ11-1251 92 92 37 214 92 wwff hhff!!BB ssjjee ssvvooff QQ 293 212 214 391 92 z Qlx mdp! Wbm 4 293 212 TJUF Dsffl!Cmwe Tufwfot! 2 34 3 92 34 34 37 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Y Y Tuvez!Joufstfdujpot YY Fyqsftt!Cvt!Spvuf Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Mpdbm!Cvt!Spvuf YY GffuGffu Y 13616118612-11113616118612-111 Cvt!Tupqt Tuvez!Joufstfdujpot Cbz!Dmvc!DvqfsujopCbz!Dmvc!Dvqfsujop Fyjtujoh!Usbotju!Gbdjmjujft Nbz!3122 Gjhvsf!5 TK22.2362 Bay Club Cupertino Focused TIA May 2011 123 1412565 0 12131383415260202927137611962 526916 Wolfe Road Stevens Creek BlvdVallco Parkway Stevens Creek Blvd Driveway 74531 207 880516 1021 200903121106 10851 1283 Miller Ave Wolfe Road 280 xz p!Ql bmmd W 3 TJUF e !Dsffl!Cmw Tufwfot 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 XX Existing Intersection AM Peak Hour Volumes, Lane Configurations, and Traffic Control Devices May 2011 Figure 5 SJ11-1251 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual Field Observations Bay Club Cupertino Focused TIA May 2011 Trip Generation th Trip Generation, 8 Edition Bay Club Cupertino Focused TIA May 2011 Pass-by Reduction Subtotal1,85034437710977186 Pass-by Reduction Subtotal2,420000106120226 Trip Distribution Trip Assignment spfu!sjq!jhofou 234 21 325 pmf!pb Tuffo!Dsff!Cmbmmp!bsbz Tuffo!Dsff!Cm sjfbz 326 6 3 2 pmf!pb Njmmfs!f spfu!sjq!jusjcvujpo 391 40% xz p!Ql bmmd W 4 TJUF e !Dsffl!Cmw Tufwfot 2 3 20% 30% 10% Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Y Tuvez!Joufstfdujpot Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! BN!Qfbl.Ipvs! Y Tuvez!Joufstfdujpot Qspkfdu!Usjq! XX% Gffu Ejtusjcvujpo BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 sfdu!Usj!jtusjujo!bo!ttjhofou Nbz!3122 Gjhvsf TK22.2362 123 1412565 0 14211390415263210937137751962 526916 Wolfe Road Stevens Creek BlvdVallco Parkway Stevens Creek Blvd Driveway 1445516 207 880521 1021 203903121106 10861 1285 Miller Ave Wolfe Road 280 xz p!Ql bmmd W 3 TJUF e !Dsffl!Cmw Tufwfot 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 XX Existing Plus Project AM Peak Hour Volumes, Lane Configurations, and Traffic Control Devices May 2011 Figure 7 SJ11-1251 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual Bay Club Cupertino Focused TIA May 2011 Vehicular Access Driveway Consolidation Vehicular On-Site Circulation Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual Cumulative Conditions 123 18141173 0 241615384472862201054447903472 528350 Wolfe Road Vallco Parkway Stevens Creek BlvdStevens Creek Blvd Driveway 2448228 20 1018628 21 1021 200942136143 108513 1317 Miller Ave Wolfe Road Cumulative Plus Project Conditions 123 18141173 0 262415454472892281064448043472 528350 Wolfe Road Stevens Creek BlvdVallco Parkway Stevens Creek Blvd Driveway 3148443 20 1018633 1021 21 203942136143 108613 1319 Miller Ave Wolfe Road 280 3 TJUF ffl!Cmwe ufwfot!Ds T 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 XX Cumulative and Cumulative Plus Project AM Peak-Hour Volumes, Lane Configurations, and Traffic Control Devices May 2011 Figure 8 SJ11-1251 Bay Club Cupertino Focused TIA May 2011 Bay Club Cupertino Focused TIA May 2011 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles N. WOLFE RDVALLCO PKWYN. WOLFE RDVALLCO PKWY SouthboundWestboundNorthboundEastbound LeftThru Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 07:00 AM11126001373050811262012900000274 07:15 AM29157001868011120123121025300022461 07:30 AM39136121783119023134622036900011571 07:45 AM2416551195312012542445125400011475 Total103584636961725527679475011005000441781 08:00 AM35204212424115020124816026500134531 08:15 AM61207262766024232435632239400000702 08:30 AM47164482232012115135731038910001628 08:45 AM53186502444114322132227035000000616 Total1967611315985162656897128310621398101352477 Grand Total299134519181681334120816514223015632403101794258 Apprch %17.8801.11.1202.472.74.80.692.86.50.111.1011.177.8 Total %731.60.40.439.50.80.12.80.23.90.352.43.70.156.40000.20.2 N. WOLFE RDVALLCO PKWYN. WOLFE RDVALLCO PKWY SouthboundWestboundNorthboundEastbound Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Start TimeLeftThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM35204212424115020124816026500134531 08:15 AM61207262766024232435632239400000702 08:30 AM47164482232012115135731038910001628 08:45 AM53186502444114322132227035000000616 Total Volume 1967611315985162656897128310621398101352477 % App. Total 19.977.31.31.5182.2736.70.591.87.60.12002060 PHF.803.919.650.469.892.667.500.677.500.695.438.898.828.250.887.250.000.250.250.313.882 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles PERIMETER RDSTEVENS CREEK BLVDPERIMETER RDSTEVENS CREEK BLVD SouthboundWestboundNorthboundEastbound LeftThru Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 07:00 AM00000212400126000110940094221 07:15 AM1000161782018600235122000221413 07:30 AM0030382642027400235012900129411 07:45 AM0002283031331500167112800129453 Total10326248695390100513182571005731498 08:00 AM301261044330456214411218430189662 08:15 AM30126113393035330429123920242610 08:30 AM3062112030040324418215122230226576 08:45 AM404210113014031610528323520240574 Total13012833521383140144910221104378801008972422 Grand Total14015103976225219323501022623619145110014703920 Apprch %35.9038.525.63.295.80.80.116.43.342.637.70.698.70.70 Total %0.400.40.311.957.40.50.159.90.30.10.70.61.60.2370.3037.5 PERIMETER RDSTEVENS CREEK BLVDPERIMETER RDSTEVENS CREEK BLVD SouthboundWestboundNorthboundEastbound Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Start TimeLeftThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM301261044330456214411218430189662 08:15 AM30126113393035330429123920242610 08:30 AM3062112030040324418215122230226576 08:45 AM404210113014031610528323520240574 Total Volume 13012833521383140144910221104378801008972422 % App. Total 39.4036.424.23.695.41023.34.748.823.30.898.11.10 PHF.813.000.500 1.000.750.650.780.875.000.794.625.500.656.625.717.583.921.833.000.927.915 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles DRIVEWAY 1DRIVEWAY 2 SouthboundWestboundNorthboundEastbound INThru Right PedsIN OUT IN OUT LeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 05:00 PM000001240016160070000023 05:15 PM00000930012160070000019 05:30 PM00000920011030030000014 05:45 PM000001360019040040000023 Total000004315005821900210000079 06:00 PM000001260018080080000026 06:15 PM00000930012040040000016 06:30 PM0000032005080080000013 06:45 PM00000830011070070000018 Total000003214004602700270000073 Grand Total00000752900104246004800000152 Apprch %000072.127.9004.295.8000000 Total %0000049.319.10068.41.330.30031.600000 DRIVEWAY 1DRIVEWAY 2 SouthboundWestboundNorthboundEastbound Right PedsINOUTINOUTLeftThru Right Peds Start TimeINThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 05:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM00000930012160070000019 05:30 PM00000920011030030000014 05:45 PM000001360019040040000023 06:00 PM000001260018080080000026 Total Volume 000004317006012100220000082 % App. Total 000071.728.3004.595.5000000 PHF.000.000.000.000.000.827.708.000.000.789.250.656.000.000.688.000.000.000.000.000.788 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Bay Club Cupertino Focused TIA May 2011 Page 1-1 LOS(sec)V/CChange(sec)ChangeLOS(sec)V/C(sec) Project Name Project Number Future Volume Alternative Mon May 02 14:46:23 2011 Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK AvgAvgAvgAvgAvg Summary Scenario Comparison Report (With Average Critical Delay) Existing AMExisting+Pj AM?????? DelCritDelDelCritDelDelCritV/CDelDelDelCritDel AvgCritAvgCritAvgCritCritCritAvgCrit COMPAREIntersectionLOS(sec)V/C(sec)LOS(sec)V/C(sec)#1Perimeter Rd/Stevens Creek BlvdA8.40.2824.7A8.70.2915.2?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.x#2Wolfe Rd-Miller Ave/Stevens Creek BlvdD+38.70.70740. 3D+38.90.71540.7?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.x#3Wolfe Rd/Vallco PkwyB17.90.38718.4B-18.00.39718.8?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.xTraffix 8.0.0715 COMPAREMon May 02 14:46:23 2011Page 3-1 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #1: Perimeter Rd/Stevens Creek Blvd Signal=Permit/Rights=Include Final Vol:12013*** Lanes:10010 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 7*** 2 0 14 Loss Time (sec):9 01 8802Critical V/C:0.28221383*** 1Avg Crit Del (sec/veh):4.70 100 Avg Delay (sec/veh):8.41 52 LOS:A Lanes:01 00 1 Final Vol:10221 Signal=Permit/Rights=Include Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2 21 13 0 12 7 880 10 52 1383 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 13 0 12 7 880 10 52 1383 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 13 0 12 7 880 10 52 1383 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.97 0.03 Final Sat.: 1500 300 1750 1800 0 1750 3150 5537 63 1750 5544 56 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.00 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 65.0 65.0 26.0 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.08 0.00 0.08 0.03 0.27 0.27 0.13 0.33 0.33 Delay/Veh: 46.0 46.0 46.4 46.0 0.0 46.0 48.4 11.0 11.0 33.2 4.1 4.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.0 0.0 46.0 48.4 11.0 11.0 33.2 4.1 4.1 LOS by Move: D D D D A D D B+ B+ C- A A HCM2kAvgQ: 0 0 1 0 0 0 0 5 5 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:46:23 2011Page 3-2 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing+Pj AM Intersection #1: Perimeter Rd/Stevens Creek Blvd Signal=Permit/Rights=Include Final Vol:14021*** Lanes:10010 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 14*** 2 0 14 Loss Time (sec):9 01 8802Critical V/C:0.29121390*** 1Avg Crit Del (sec/veh):5.20 100 Avg Delay (sec/veh):8.71 52 LOS:A Lanes:01 00 1 Final Vol:10221 Signal=Permit/Rights=Include Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 8 0 2 7 0 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2 21 21 0 14 14 880 10 52 1390 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 21 0 14 14 880 10 52 1390 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 21 0 14 14 880 10 52 1390 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 21 0 14 14 880 10 52 1390 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.97 0.03 Final Sat.: 1500 300 1750 1800 0 1750 3150 5537 63 1750 5544 56 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.00 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 65.0 65.0 26.0 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.13 0.00 0.09 0.07 0.27 0.27 0.13 0.33 0.33 Delay/Veh: 46.0 46.0 46.4 46.3 0.0 46.1 48.6 11.0 11.0 33.2 4.1 4.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.3 0.0 46.1 48.6 11.0 11.0 33.2 4.1 4.1 LOS by Move: D D D D A D D B+ B+ C- A A HCM2kAvgQ: 0 0 1 1 0 1 0 5 5 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:46:23 2011Page 3-3 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #2: Wolfe Rd-Miller Ave/Stevens Creek Blvd Signal=Protect/Rights=Ignore Final Vol:0260202*** Lanes:10201 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:10/2/2008Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 453*** 2 0 125 Loss Time (sec):12 01 5163Critical V/C:0.7072927*** 0Avg Crit Del (sec/veh):40.30 851 Avg Delay (sec/veh):38.72 69 LOS:D+ Lanes:10 21 0 Final Vol:200903***121 Signal=Protect/Rights=Include Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 200 903 121 202 260 415 453 516 85 69 927 125 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 903 121 202 260 0 453 516 85 69 927 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 903 121 202 260 0 453 516 85 69 927 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 903 121 202 260 0 453 516 85 69 927 125 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.63 0.37 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4937 662 1750 3800 1750 3150 5700 1750 3150 4934 665 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.18 0.12 0.07 0.00 0.14 0.09 0.05 0.02 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 25.8 28.4 28.4 18.0 20.6 0.0 22.4 30.4 30.4 21.2 29.2 29.2 Volume/Cap: 0.49 0.71 0.71 0.71 0.37 0.00 0.71 0.33 0.18 0.11 0.71 0.71 Delay/Veh: 37.3 38.6 38.6 51.4 39.4 0.0 44.4 31.8 30.5 36.7 38.1 38.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 38.6 38.6 51.4 39.4 0.0 44.4 31.8 30.5 36.7 38.1 38.1 LOS by Move: D+ D+ D+ D- D A D C C D+ D+ D+ HCM2kAvgQ: 7 12 12 8 4 0 9 4 2 1 12 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:46:23 2011Page 3-4 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing+Pj AM Intersection #2: Wolfe Rd-Miller Ave/Stevens Creek Blvd Signal=Protect/Rights=Ignore Final Vol:0263210*** Lanes:10201 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:10/2/2008Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 455*** 2 0 125 Loss Time (sec):12 01 5213Critical V/C:0.7152937*** 0Avg Crit Del (sec/veh):40.70 861 Avg Delay (sec/veh):38.92 69 LOS:D+ Lanes:10 21 0 Final Vol:203903***121 Signal=Protect/Rights=Include Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 3 0 0 8 3 0 2 5 1 0 10 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 203 903 121 210 263 415 455 521 86 69 937 125 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 203 903 121 210 263 0 455 521 86 69 937 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 903 121 210 263 0 455 521 86 69 937 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 203 903 121 210 263 0 455 521 86 69 937 125 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.63 0.37 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4937 662 1750 3800 1750 3150 5700 1750 3150 4940 659 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.18 0.12 0.07 0.00 0.14 0.09 0.05 0.02 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 26.1 28.1 28.1 18.5 20.5 0.0 22.2 30.3 30.3 21.1 29.2 29.2 Volume/Cap: 0.49 0.72 0.72 0.72 0.37 0.00 0.72 0.33 0.18 0.11 0.72 0.72 Delay/Veh: 37.1 39.0 39.0 51.4 39.5 0.0 44.8 31.9 30.5 36.8 38.3 38.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.1 39.0 39.0 51.4 39.5 0.0 44.8 31.9 30.5 36.8 38.3 38.3 LOS by Move: D+ D D D- D A D C C D+ D+ D+ HCM2kAvgQ: 7 12 12 9 4 0 9 4 2 1 12 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:46:23 2011Page 3-5 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #3: Wolfe Rd/Vallco Pkwy Signal=Protect/Rights=Ignore Final Vol:0761196*** Lanes:10302 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):120 1*** 1 1 65*** Loss Time (sec):12 00 01Critical V/C:0.38712 0Avg Crit Del (sec/veh):18.40 11 Avg Delay (sec/veh):17.92 16 LOS:B Lanes:10 21 0 Final Vol:71283***106 Signal=Protect/Rights=Include Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 1283 106 196 761 13 1 0 1 16 2 65 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1283 106 196 761 0 1 0 1 16 2 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1283 106 196 761 0 1 0 1 16 2 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 1283 106 196 761 0 1 0 1 16 2 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.76 0.24 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5172 427 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.06 0.13 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 27.4 72.1 72.1 18.1 62.8 0.0 7.0 0.0 7.0 17.6 10.8 10.8 Volume/Cap: 0.02 0.41 0.41 0.41 0.26 0.00 0.01 0.00 0.01 0.03 0.01 0.41 Delay/Veh: 35.9 12.8 12.8 46.7 15.8 0.0 53.3 0.0 53.3 43.9 49.8 53.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 12.8 12.8 46.7 15.8 0.0 53.3 0.0 53.3 43.9 49.8 53.4 LOS by Move: D+ B B D B A D- A D- D D D- HCM2kAvgQ: 0 9 9 4 5 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:46:23 2011Page 3-6 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing+Pj AM Intersection #3: Wolfe Rd/Vallco Pkwy Signal=Protect/Rights=Ignore Final Vol:0775196*** Lanes:10302 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):120 16*** 1 1 65*** Loss Time (sec):12 00 01Critical V/C:0.39712 0Avg Crit Del (sec/veh):18.80 11 Avg Delay (sec/veh):18.02 16 LOS:B- Lanes:10 21 0 Final Vol:71285***106 Signal=Protect/Rights=Include Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 2 0 0 14 0 15 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 1285 106 196 775 13 16 0 1 16 2 65 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1285 106 196 775 0 16 0 1 16 2 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1285 106 196 775 0 16 0 1 16 2 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 1285 106 196 775 0 16 0 1 16 2 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.76 0.24 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5173 427 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.06 0.14 0.00 0.01 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 27.1 72.1 72.1 18.1 63.1 0.0 7.0 0.0 7.0 17.6 10.8 10.8 Volume/Cap: 0.02 0.41 0.41 0.41 0.26 0.00 0.16 0.00 0.01 0.03 0.01 0.41 Delay/Veh: 36.1 12.8 12.8 46.7 15.6 0.0 54.4 0.0 53.3 43.9 49.8 53.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 12.8 12.8 46.7 15.6 0.0 54.4 0.0 53.3 43.9 49.8 53.4 LOS by Move: D+ B B D B A D- A D- D D D- HCM2kAvgQ: 0 9 9 4 5 0 1 0 0 0 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK Page 1-1 LOS(sec)V/CChange(sec)ChangeLOS(sec)V/C(sec) Project Name Project Number Future Volume Alternative Mon May 02 14:50:37 2011 Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK AvgAvgAvgAvgAvg Summary Scenario Comparison Report (With Average Critical Delay) DelCritDelDelCritDelDelCritV/CDelDelDelCritDel AvgCritAvgCritAvgCritCritCritAvgCrit Background AMBackground+Pj AM?????? COMPAREIntersectionLOS(sec)V/C(sec)LOS(sec)V/C(sec)#1Perimeter Rd/Stevens Creek BlvdA8.60.3215.4A8.80.3295.8?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.x#2Wolfe Rd-Miller Ave/Stevens Creek BlvdD39.80.76942.2 D40.10.77642.7?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.x#3Wolfe Rd/Vallco PkwyC27.20.54029.5C27.30.55029.7?xx.xx.xxxx.xxxxx.xxx.x?xx.xx.xxxxx.xTraffix 8.0.0715 COMPAREMon May 02 14:50:37 2011Page 3-1 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #1: Perimeter Rd/Stevens Creek Blvd Signal=Permit/Rights=Include Final Vol:24016*** Lanes:10010 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 24*** 2 0 18 Loss Time (sec):9 01 1018 2Critical V/C:0.32121538*** 1Avg Crit Del (sec/veh):5.40 100 Avg Delay (sec/veh):8.61 52 LOS:A Lanes:01 00 1 Final Vol:10221 Signal=Permit/Rights=Include Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 3 0 12 17 138 0 0 155 4 Initial Fut: 10 2 21 16 0 24 24 1018 10 52 1538 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 16 0 24 24 1018 10 52 1538 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 16 0 24 24 1018 10 52 1538 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 16 0 24 24 1018 10 52 1538 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.96 0.04 Final Sat.: 1500 300 1750 1800 0 1750 3150 5545 54 1750 5535 65 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.18 0.18 0.03 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 67.6 67.6 23.4 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.10 0.00 0.15 0.12 0.30 0.30 0.14 0.36 0.36 Delay/Veh: 46.0 46.0 46.4 46.1 0.0 46.5 48.9 10.1 10.1 35.3 4.3 4.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.1 0.0 46.5 48.9 10.1 10.1 35.3 4.3 4.3 LOS by Move: D D D D A D D B+ B+ D+ A A HCM2kAvgQ: 0 0 1 1 0 1 1 5 5 1 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:50:37 2011Page 3-2 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background+Pj AM Intersection #1: Perimeter Rd/Stevens Creek Blvd Signal=Permit/Rights=Include Final Vol:26024*** Lanes:10010 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 31*** 2 0 18 Loss Time (sec):9 01 1018 2Critical V/C:0.32921545*** 1Avg Crit Del (sec/veh):5.80 100 Avg Delay (sec/veh):8.81 52 LOS:A Lanes:01 00 1 Final Vol:10221 Signal=Permit/Rights=Include Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 8 0 2 7 0 0 0 7 0 ATI: 0 0 0 3 0 12 17 138 0 0 155 4 Initial Fut: 10 2 21 24 0 26 31 1018 10 52 1545 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 24 0 26 31 1018 10 52 1545 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 24 0 26 31 1018 10 52 1545 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 24 0 26 31 1018 10 52 1545 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.96 0.04 Final Sat.: 1500 300 1750 1800 0 1750 3150 5545 54 1750 5535 64 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.18 0.18 0.03 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 67.6 67.6 23.4 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.15 0.00 0.16 0.15 0.30 0.30 0.14 0.37 0.37 Delay/Veh: 46.0 46.0 46.4 46.5 0.0 46.6 49.1 10.1 10.1 35.3 4.3 4.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.5 0.0 46.6 49.1 10.1 10.1 35.3 4.3 4.3 LOS by Move: D D D D A D D B+ B+ D+ A A HCM2kAvgQ: 0 0 1 1 0 1 1 5 5 1 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:50:37 2011Page 3-3 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #2: Wolfe Rd-Miller Ave/Stevens Creek Blvd Signal=Protect/Rights=Ignore Final Vol:0286220*** Lanes:10201 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:10/2/2008Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 482*** 2 0 141 Loss Time (sec):12 01 6283Critical V/C:0.76921054*** 0Avg Crit Del (sec/veh):42.20 851 Avg Delay (sec/veh):39.82 83 LOS:D Lanes:10 21 0 Final Vol:200942***136 Signal=Protect/Rights=Include Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 39 15 18 26 32 29 112 0 14 127 16 Initial Fut: 200 942 136 220 286 447 482 628 85 83 1054 141 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 942 136 220 286 0 482 628 85 83 1054 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 942 136 220 286 0 482 628 85 83 1054 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 942 136 220 286 0 482 628 85 83 1054 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.61 0.39 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4893 706 1750 3800 1750 3150 5700 1750 3150 4938 661 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.13 0.08 0.00 0.15 0.11 0.05 0.03 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 25.4 27.6 27.6 18.0 20.2 0.0 21.9 33.2 33.2 19.2 30.5 30.5 Volume/Cap: 0.50 0.77 0.77 0.77 0.41 0.00 0.77 0.36 0.16 0.15 0.77 0.77 Delay/Veh: 37.7 40.9 40.9 55.9 40.0 0.0 47.4 30.2 28.3 38.6 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 40.9 40.9 55.9 40.0 0.0 47.4 30.2 28.3 38.6 38.9 38.9 LOS by Move: D+ D D E+ D A D C C D+ D+ D+ HCM2kAvgQ: 7 13 13 10 5 0 10 5 2 1 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:50:37 2011Page 3-4 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background+Pj AM Intersection #2: Wolfe Rd-Miller Ave/Stevens Creek Blvd Signal=Protect/Rights=Ignore Final Vol:0289228*** Lanes:10201 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:10/2/2008Rights=IncludeLanes:Final Vol: Cycle Time (sec):110 484*** 2 0 141 Loss Time (sec):12 01 6333Critical V/C:0.77621064*** 0Avg Crit Del (sec/veh):42.70 861 Avg Delay (sec/veh):40.12 83 LOS:D Lanes:10 21 0 Final Vol:203942***136 Signal=Protect/Rights=Include Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 3 0 0 8 3 0 2 5 1 0 10 0 ATI: 0 39 15 18 26 32 29 112 0 14 127 16 Initial Fut: 203 942 136 228 289 447 484 633 86 83 1064 141 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 203 942 136 228 289 0 484 633 86 83 1064 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 942 136 228 289 0 484 633 86 83 1064 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 203 942 136 228 289 0 484 633 86 83 1064 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.61 0.39 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.64 0.36 Final Sat.: 1750 4893 706 1750 3800 1750 3150 5700 1750 3150 4944 655 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.19 0.13 0.08 0.00 0.15 0.11 0.05 0.03 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 25.6 27.3 27.3 18.5 20.1 0.0 21.8 33.2 33.2 19.0 30.5 30.5 Volume/Cap: 0.50 0.78 0.78 0.78 0.42 0.00 0.78 0.37 0.16 0.15 0.78 0.78 Delay/Veh: 37.5 41.4 41.4 56.1 40.2 0.0 47.9 30.3 28.3 38.8 39.2 39.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 41.4 41.4 56.1 40.2 0.0 47.9 30.3 28.3 38.8 39.2 39.2 LOS by Move: D+ D D E+ D A D C C D+ D D HCM2kAvgQ: 7 13 13 10 5 0 10 5 2 1 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:50:37 2011Page 3-5 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #3: Wolfe Rd/Vallco Pkwy Signal=Protect/Rights=Ignore Final Vol:0790347*** Lanes:10302 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):120 28*** 1 1 173*** Loss Time (sec):12 00 01Critical V/C:0.54012 0Avg Crit Del (sec/veh):29.50 131 Avg Delay (sec/veh):27.22 50 LOS:C Lanes:10 21 0 Final Vol:211317***143 Signal=Protect/Rights=Include Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 14 34 37 151 29 31 27 0 12 34 0 108 Initial Fut: 21 1317 143 347 790 44 28 0 13 50 2 173 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 1317 143 347 790 0 28 0 13 50 2 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 1317 143 347 790 0 28 0 13 50 2 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 1317 143 347 790 0 28 0 13 50 2 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.70 0.30 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5051 548 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.26 0.11 0.14 0.00 0.02 0.00 0.01 0.02 0.00 0.10 Crit Moves: **** **** **** **** Green Time: 23.6 56.1 56.1 23.7 56.1 0.0 7.0 0.0 7.0 25.1 21.3 21.3 Volume/Cap: 0.06 0.56 0.56 0.56 0.30 0.00 0.27 0.00 0.13 0.08 0.01 0.56 Delay/Veh: 39.2 23.3 23.3 44.6 19.8 0.0 55.5 0.0 54.2 38.2 40.7 47.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.2 23.3 23.3 44.6 19.8 0.0 55.5 0.0 54.2 38.2 40.7 47.4 LOS by Move: D C C D B- A E+ A D- D+ D D HCM2kAvgQ: 1 13 13 7 6 0 1 0 1 1 0 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK COMPAREMon May 02 14:50:37 2011Page 3-6 Project Name Project Number Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background+Pj AM Intersection #3: Wolfe Rd/Vallco Pkwy Signal=Protect/Rights=Ignore Final Vol:0804347*** Lanes:10302 Signal=ProtectSignal=Protect Final Vol:Lanes:Rights=IncludeVol Cnt Date:4/12/2011Rights=IncludeLanes:Final Vol: Cycle Time (sec):120 43*** 1 1 173*** Loss Time (sec):12 00 01Critical V/C:0.55012 0Avg Crit Del (sec/veh):29.70 131 Avg Delay (sec/veh):27.32 50 LOS:C Lanes:10 21 0 Final Vol:211319***143 Signal=Protect/Rights=Include Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 2 0 0 14 0 15 0 0 0 0 0 ATI: 14 34 37 151 29 31 27 0 12 34 0 108 Initial Fut: 21 1319 143 347 804 44 43 0 13 50 2 173 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 1319 143 347 804 0 43 0 13 50 2 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 1319 143 347 804 0 43 0 13 50 2 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 1319 143 347 804 0 43 0 13 50 2 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.70 0.30 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5052 548 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.26 0.11 0.14 0.00 0.02 0.00 0.01 0.02 0.00 0.10 Crit Moves: **** **** **** **** Green Time: 23.3 56.1 56.1 23.7 56.4 0.0 7.0 0.0 7.0 25.0 21.2 21.2 Volume/Cap: 0.06 0.56 0.56 0.56 0.30 0.00 0.42 0.00 0.13 0.08 0.01 0.56 Delay/Veh: 39.5 23.3 23.3 44.6 19.7 0.0 57.3 0.0 54.2 38.2 40.7 47.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 23.3 23.3 44.6 19.7 0.0 57.3 0.0 54.2 38.2 40.7 47.4 LOS by Move: D C C D B- A E+ A D- D+ D D HCM2kAvgQ: 1 13 13 7 6 0 2 0 1 1 0 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715Copyright (c) 2008 Dowling Associates, Inc.Licensed to FEHR & PEERS WALNUT CRK Bay Club Cupertino Focused TIA May 2011 63121 9533.281610268.42872372461423880 2,3443422557480154 13,7514221996225916741,265 WeekdayA.M. Peak HourP.M. Peak Hour -3,545-11959178-141214355 -2,484-372663-130131261 5.927280.433221530.59393473 42.941,3853.7558 195.65414384 60,000 s.f.123 rooms250 rooms 396,240 s.f.589,000 s.f.27617745396910492018 (19,000 s.f. net) TotalTotalTotal Retail2,864 s.f.RetailRetail18,200 s.f.1,7852617437885163Retail24,455 s.f. Office18,300 s.f.36142648178299 Condo204 d.u.---115465-552782 Restaurant12,000 s.f.---8051131Jr. College7,000 students1.5410,7800.14892889800.167283921,120 Total Retail Supermarket48,024 s.f. Meeting Rms14,400 s.f.428191332171734 Shopping Cntr138,424 s.f. Cupertino Approved and Pending Project Trip Generation NoRetal2,007 s.f.NoSenior Housing160 units485561110616No NoRetailNoRetail200,000 s.f.NoRetailNoHotelNo34,300 g.s.f.1201333NoHotel200 rooms65461115355108NoRetail846 s.f.79.334336797.08414182NoHotelNoRetail150,000 s.f.6,4609348141285317602NoOffice100,000 s.f.1,3071612318431156187NoAthletic Club145,000 s.f.4,62712698225223157380NoApartments116 units7.38540.521249610.7532982NoS.F. Houses19 d.u. net---619251.25171027NoRetail10,582 s.f.353873302353NoHot el122 rooms971322355293059NoOffice11,015 s.f.24428432157691NoPharmacy17,340 s.f. (built) (built) DevelopmentOccupiedLand UseSizeRateTripsRateInOutTotalRateInOutTotal APPROVED1. Wolfe & Vallco Prkwy (Vallco Mall) Rose Bowl Occupancy of Vacant Space Future Vallco Expansion (not approved)Approval expired, new project anticipated but not approved2. 10165 N. De Anza Blvd (Shashi Hotel)3. 10212 N. De Anza Blvd (Learning Game) 4. 19770 Stevens Creek Blvd. (Marketplace Bldg. C) 5. Vallco Hotel6. Stevens Creek Blvd. & Stelling (De Anza College Expansion)(2)7. 1699 S. De Anza Blvd (Valero Gas)8. Main Street Cupertino (3)9. 20800 Homestead/10807 N. Stelling (Villa Serra)(4)10. 10855 N. Stelling Rd. (Larry Guy)(5)11. 10100 N. Tantau Avenue12. Oaks Shopping Center (Stevens Creek/SR85) (6)13. One Results Way (Bubb/McClellan, NW corner)14. PW Market (De Anza/Homestead, SW corner)15. Cupertino Village (Homestead/Wolfe, SW corner) (7)