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Home My WebLink AboutAttachmt 7 - Final Appdx C APPENDIX C - LIST OF APPROVED AND PENDING PROJECTS "___""__.._""'____._~__m.__..~u..>_"..~. Net New Trips PM Saturdav .....Q!I~ Status In Out In Out In Out 5 34 3 3 137 137 A 3 5 8 7 81 61 A 12 12 35 35 115 115 A 5 3 4 3· 34 34 A 3 2 2 2 26 26 A 5 13 10 8 90 90 A 20 25 36 .' 38 289 269 A 67 38 53 45 509 509 A 33 19 27 23 247 247 A 53 30 42 35 397 397 A 35 20 29 24 265 265 A 40 23 32 27 301 301 A 68 33 46 39 440 440 A 63 35 49 42 474 474 A 452 226 314 278 3681 3661 A OOOOOOA 15 8 12 10 111 111 A 52 29 41 35 396 396 A 15 28 26 25 358 356 A 44 250 40! 34 1113 1113 A 7 7 31 3 61 61 A 36 71 661 63 913 913 A 11 11 5 5 97 97 A 75 42 59 50 570 570 A 30 17 23 20 220 220 A 8 14 13 13 176, 176 A 1 1 1 1 10 10 A 35 20 28 24 265 265 A 458785 65A 1 4 1 1 17 17 ð. 133 63 82 82 1049 1049 A 1323 1088 1098 980 12527 12527 1. Approved Projects Page 1 Table AM In- -Out 32 4 8 8 4 4 1 4 1 3 10 2 28 8 19 58 10 301 15 46 11 32 12 38 17 51 18 54 88 4651 o 01 4 13 15 45 37 141 271 56 9 1 94 35 14 1 22 65 9 26 18 7 o 1 10 31 9 8 4 1 25 138 815 1245 , ""....ey tn~ ~ ~~ Bat 137 137 9~ 98 34 261 115 116 34 34 I 26 28 90 90 289 289 509 5æ 247 247 397 397 265 285 301 301 440 440 474 474 3681 3681' o 0 111 111 396 396 431 431 34 26 1113 1113 149, 149 62 66 56 1100 1100 3<1 26 238 238 62 66 56 570 570 220 2201 212 212 10 101 265 286 102 1021 17 17 1049 1049 13084 13084 34'28 -' 3<1126 Total TrlDe PM s.tut In out In Out 5 34 3 3 5 7 11 101 12 12 35 35 534 3 322 2 5 13 10 8 20 25 36 38 87 38 53 45 33 19 27 23 53 30 42 35 35 20 29 24 40 23 32 27 68 33 46 39 63 35 49 42 4S2 226 314 276 o 0 0 0 15 8 12 10 52 29 41 35 26 39 35 34 44 250 40 34 15 15 7 7 66 99 89 86 24 24 11 11 75 42 59 50 30 17 23 20 13 19 17 17 1 1 1 1 35 20 28 24 6 7 11 10 1 4 1 1 133 63 82 82 1392 1157 1150 1032 AM In Out - ~ --.! ~ ~ --.l ~ --.! --M -ªQ; -Æ!. -Æ ~ 2! ~ ~ ¿ ~ ~ -1! ~ ---! ~ -1! ~ ---A -1 -1 -11 --.! ---1 136 126i ;g ..! ..i .J. .J. 1Q. 28 19 10 15 11 12 17 18 ~ o ..i 15 .E 271 17 ..!1 :B.. ..B -! ....1! ....Q ...1Q -! 2 25 838 J!.aI~ In out 3.49 3.49 20.34 20.34 18.04 18.04 4.79 4.79 2.93 2.93 18.07 18.07 17.87 17.87 5.14 5.14 5.48 5.46 5.26 5.26 5.45 5.45 5.39 5.39 5.20 5.20 5.16 5.16 2.93 2.93 0.00 0.00 5.22 5.22 5.12 5.12 18.75 18.75 3.65 3.85 16.9 16.9 18.75 18.75 16.9 18.9 5.09 5.09 4.79 4.79 18.75 18.75 5.15 5.15 5.20 5.20 20.34 20.34 5.51 5.51 3.32 3.32 Tõiii Rams PM ~ tn Out In out 0.12 0.86 0.07 0.07 1.11 1.48 2.17 2.01 1.94 1.86 5.5 5.5 0.85 0.38 0.51 0.43 0.35 0.19 D.25 0.22 0.99 2.87 2.07 1.66 1.21 1.53 2.25 2.34 0.68 0.38 0.53 0.45 0.74 0.41 0.60 0;51 0.70 0.39 0.55 0.47 0.73 0.41 0.59 0.50 0.72 0.41 0.57 0.49 0.89 0.39 0.54 0.46 0.68 0.38 0.54 0.46 0.36 0.18 0.25 0.22 0.00 0.00 0.00 0.00 0.89 0.39 0.64 0.46 0.68 0.38 0.53 0.45 1.12 1.88 1.51 1.46 0.14 0.82 0.13 0.11 1.89 1.89 0.79 0.79 1.12 1.88 1.51 1.46 1.89 1.89 0.79 0.79 0.87 0.38 0.53 0.45 0.85 0.36 0.51 0.43 1.12 1.88 1.51 1.46 0.68 0.38 0.53 0.45 0.89 0.39 0.64 0.46 1.11 1.48 2.17 2.01 0.25 1.24 0.22 0.19 0.42 0.20 0.26 0.26 AM lñÕUt 0.81 0.111 1.75 1.821 0.88 0.a31 0.19 0.68' 0.07 0.371 1.94 0.49 1.75 0.47 0.20 0.59 0.22 0.67 0.20 0.61 0.22 0.66 0.21 0.84 0.20 0.80 0.20 0.59 0.07 0.37' 0.00 0.00 0.20 0.80 0.20 0.59' 1.61 0.80 0.89 0.18 1.91 1.03 1.61 0.60 1.91 1.03 0.19 0.58 0.19 0.66 1.61 0.80 0.20 0.59 0.20 0.80 1.75 1.62 1.37 0.19 0.08 0.43 Unoccupied I Units Size 39.16 ksf 4.84 Icsf 6.40 lesf 7 d.u. 9 d.u. 5.00 ksf 18 holes 110 d.u. 50 d.u. 84 d.u. 64 d.u. 62 d.u. 94 d.u. 102 d.u. 1398 d.u. 5.60 acres 24 d.u. 86 d.u. 23.00 lest 304.99 ksf 8.80 lest 68.67 lest 13.98 ksf 112 d.u. 46 d.u. 11.33 lest 2 d.u. 51 d.u. 5.00 lest 3.00 lest 316 d.u. 2003) ITE 'I % Codel SIze Occupied 110 lli 817 ~ 230 ~ ~ 210 210 a1Q. a1Q. ~ 210 210 230 NA 210 210 841 ~ 840 841 840 210 ~ 841 ~ ~ .!!.!1 I!Q 220 0% 0% 0% 0% 85% 0% 0% 0% ..!!!!.. 0% 0% 0% 3% -ª!!.. 0% -º!!.. 74% 27% 0% 55% ~ 33% -º!!.. 11% ~ ~ 98% 46% 0% 0% 19% ~ ~ ..M!!. -1 60 5.00 -.1! -1.1Q -Æ 84 -M. 62 -Æ 105 ~ ..MQ 91 -1!? ~ 8~ ~ mr ~ ~ ~ 1~ ...!Q! ~ gJQ 3.00 390 APPROVED PROJECTS IN' DUBLIN JAs of January 1, Land Use Ughllndustrial ' ReIsH "11 Garden Center 4 Single Family ResIdentIal ' Duplex . DenIal Office ' 18-Ho1è Golf Course SIngle FamDv ResIdential· SII1ÇIe Family ResIdential · SII1ÇIe Family Resldenllal· SIngle FamDy Residential · Single FamDy ResldenUaI · SII1ÇIe Family ResIdential· SIngle Family ResIdential· MedIum ResIdentIal ' Neighborhood Par1t 1 Single FamOy ResIdentIal· Single Famlly'Resldentlal· Dealershlø '.' Raseart:h end Development Center' Auto Body Facility I Dealefstúp , Quick lube & Body Shop I Single Family ResIdentIal· Single Family ResldenUsI ' DealershIp , Single Family ResIdential · Single FamBy ResIdentIal · RsIaÎ 3011 Office ' Mulll-Famlly Residential ð. A-1 A-2 A-3 A-4 A-5 A-6 A-7 G G L-1 L~ Name Arlen Ness Arten Ness ArmstronQ Garden Center Blade McuttaIn Castle CTrumark Homes) Chacon Dublin Ranch DubAn Ranch Dublin Ranch Dublin Ranch DublIn Ranch DublIn Ranch DublIn Ranch DublIn Ranch DubHn Ranch DublIn Ranch Dublin Ranch DublIn Ranch DublIn VoIkswaoen Emerald Glen PoInts GalluccI GM Auto MaR GM Auto MaD Greenbriar Phase 1 Greenbriar Phase 2 Palace Auto Tassalara Meadows Phase 1 Tassajara Meadows Phase 2 VaHey Center Valley Center Waterford Aøartments Appendix C - Plnn Brothers_ray revised _ 09-04-03 Development . . TABLE 1 Trafftx Zone 1 1 2 113 4 4 ~ 42 43 44 45 46 47 48 38 38 22 22 108 19 108 20 20 18 18 1 23 109 109 110 Total BUILDOUT PROJECTS IN DUBLIN (As of January 1, TABLE 2: Status B ~ ~ B P P --E B ¿ ¿ ¿ ...!! B B ~ ~ ...!! ~ B B B B B ¿ ¿ B ~ ~ ..f ~ B B .! .! p p p P B B ! B P B p p p Table 2. Pending+Buildout - Dally 'OUl - ~ -lli2 ~ ~ ~ -Æ1 ....ill -..ill. -2!! ~ ~ 966: - 111271 2412 2747 1675 232 3491 3730 524 5957 4285 ~ .m! 0, 36õi 01 380' - ~ ~ ~ ~ 1!1Q. ~ E:@. ~ ..11Q. ~ --ºI ~ .ill! ......11 1442 ~ .!QQ!! 100B In J3!! ~ ....!! ....Æ!! ~ -Æ1 --ill. ~ --lli. ~ ~ ~ ~ ~ 2!!L 1875 ~ ~ ~ 524 ~ ~ --.2 ---º .J!!! ---º -!!Q ---º ~ ---º ~ ~ ~ ..m.2. ~ ~ Æ ..!jQ E.2§. --º ~ ~ ~ ~ Æ ~ 1008 Net N.w .D:!e!.. PM_ _8atu!!!!L OUt In Out !Q 69 17 33 ~ :!i .1! .! 6 ~ !!! .1.! 1B!. ~ ~ Jl ~ 1Z! ~ ..Æ. ~ ~ ---º. ---º. ..!1i o ...,g ---º. 34 -º. -º. .m. MQ ...!1 Æ ~ ~ ~ 293 -º lli. ~ ..J. 1~ ~ ~ 79 81 ~ .!I ~ ~ ~ 21 ~ ...!! M 219 2! ~ ~ EQ ....§L --1! ~ ..ill. .Æ ~ jg ........1 ~ .lli ~ -M. ~ .Æ1. ---º. ---º. .lli ~ ~ ~ ~ .J!. .J!. ~ -º. lli ~ -1 '!1 46 79 79 ~ ~ ~ .:Æ. -ª! 27 ~ ..1! ..I1. ..i!. ~ ~ ~ 1M ~ E! .1i ill. ~ ~ m 111! -1 -1 ..!1! -1 ¿ -1 ~ -1 ----! ~ ~ ..!!11 ~ ~ ~ -Æ ~ --2 2108 ..n. -1 1~ 21 ~ 61 In ~ ~ --l! 2! ..B 2! -A -11 -11 ~ ~ ..ill ~ ..!!. Æ Jl ..1! Æ Æ! ...!! ..1!! ~ ...,J. -º 1!. -º. .1! -º. 21 -º. -º ~ ~ .12! Æ ~ ..!1 ~ ~ -.Q ~ .£ ....1 1!!. .!Q ~ 128 . AM 'O\i - ~ ~ ~ ~ -M ~ ..JL ...JQ ...JQ ~ ~ ~ Æ. -M ~ JL ..1Q. ~ ~ ...£ ~ ~ .......1 ---º. Æ .-º. ..J! ---º. ~ --º. --º. .m 125 ..m. .Æ ~ ...!! -B 484 -º .m. -º ......1 167 ~ 131 131 In 424 419 193 10 18 11 I 9; 73' 72 55 80' ,ji: 347 .M Æ ~ -.! .ill! 1§;l ~ ~ !1! -º. --º. ~ ....Q ~ -º. J.§. -º. --º. ~ ~ ~ ~ 11Q. ~ ..!!. J!Q. -º. ~ -.Q ~ 2§. ~ ~ 24 26 341 26 34 ~ 26 341 26 % Pea-By DalIv Trafllcl 1n"'::;;?-QId AM . PM I Sat 1209 1209 1195 1195 830 830 409 409 322 322 431 431 161 181 315 315 311 311 636 836 2051 2051 9G6 966 1~,1~ 2906 2906 ~ 26 26 34 M 34 ~ 34 2003) Rates IT! AM - AM PIt Code Size 1 !!!!!!!. In Out In In OUt In Out In Out 714 433.50 list 1.15 0.09 0.12 0.22 3.28 3.28 424 33 44 391 81 70 714 428.50 ksf 1.15 0.09 0.12 0.22 3.28 3.28 419 33 44 388 80 89 110 237.84' ksf 0.81 0.11 0.12 om 3.49 3.49 193 26 29 205 17 17 220 114 d.u. 0.08 0.44 0.47 0.29 3.59 3.59 10 50 54 27 33 33 231 110 d.u. 0.17 0.50 0.47 0.39 2.93 2.93 18 54 52 39 43 36 220 130 d.u. 0.08 0.43 0.42 0.26 3.32 3.32 11 58 54 27 34 34 231 55 d.u. 0.17 0.50 0.47 0.39 2.93 2.93 9 27 26 20 21 18 110 90.26 ksf 0.81 0.11 0.12 0.07 3.49 3.49 73 10 11 78 8 8 110 89.04 ksf 0.81 0.11 0.12 om 3,49 3,49 72 10 11 77 6 6 841 33.90 ksf 1.B1 0.60 1.12 1.51 18.75 18.75 55 20 38 57 51 491 210 446 d.u. 0.18 0.54 0.59 0.49 4.60 4.60 80 241 264 149 219 1871 220 300 d.u. 0.08 0,43 0.40 0.24 3.22 3.22 24 128 121 60 71 71 820 841.36 ksf 0,41 0.26 1.46 2.16 15.93 15.93 347 222 1229 1332 1815 1675 B20 78.06 ksf 1.08 0.69 37.23 84 54 258 277 366 358 820 164.57 ksf Rates not stud1e8. 710 357.82 ksf Rates not 8 n studies. 220 100 d.u. Rates not Ian studies. 820 163.35 ksf 0.80 0.51 28.81 118 75 375 408 562 519 ~ ~ 210 958 d.u. 0.18 0.53 4.33 153 459 474 2Ø6 418 358 ~ ~ 220 172 d.u. 0.08 0.43 3.39 13 87 ~ 33 40 40 ...Bi ..B1 820 375.05 kef 0.57 0.37 21.26 193 123 849 703 965 891 Z1ll. !!IT. 710 1301.31 kef 0.97 0.13 3.66 1142 156 235 1149 152 129 ~ ~ 210 1 d.u. 0.19 0.55 4.79 0 1 1 0 1 0 -2 ---2 520 295 0.00 0.00 0.00 0 0 0 0 0 0 -1 ~ 230 655 0.07 0.37 2.93 48 242 236 118 164 144 ~ ~ 580 25.46 0.00 0.00 0.00 0 0 0 0 0 0 -1 ~ 530 800 0.32 0.14 0.90 128 58 24 36 38 12 3601 ~ 522 1200 0.00 0.00 0.00 0 0 0 0 0 0 ......,j! ~ 210 80 d.u. 0.20 0.61 5.28 15 44 51 28 40 34 380 ~ NA 6.70 8CI'B8 0.00 0.00 0.00 0 0 0 0 0 0 O.-º. 580 20.26 ksf 0.00 0.00 0.00 0 0 0 0 0 0 O.-º. 814 230.00 kef 1.75 1.52 20.34 403 373 255 340 499 462 4878 4678 820 384.44 ksf 0.57 0.38 21.07 196 125 660 715 981 905 7292 7292 ~ 860.53 ksf 0.86 0.18 3.50 668 137 106 811 70 54 2710 2710 ~ 77 d.u. 0.19 0.56 4.79 15 43 50 28 39 33 369 369 ~ 579 d.u. 0.19 0.58 4.79 110 324 376 208 295 249 XT73 2773 ~ 224 d.u. 0.08 0.43 3.32 18 98 94 45 58 68 744 744 ~ 214 d.u. 0.08 0.43 3.32 17 92 90 43 58 56 710 710 ~ 1500 d.u. 0.06 0,43 3.32 90 464 473 225 293 293 3735 3735 ~ ~ D~ No additional trtøs. Pro structure 10 n~ce the 1.680 exIstI....!!! suñace øsrtdna lot !!I!!!£!! ~ BART station. ..l!1 ~..!!!t 1.37 0.10 0.15 1.24 0.22 0.22 3.86 3.861 23~ .!ZQ. ~I 21..Q! !!1 m. 6562 6562 -!!4 .2Q..!!!t 0 0 1.11 1.48 1.63 1.86 20.34 20.34 J!. -º ..1! 104 ill BQ. 1424 1424 ill. !1!!!..!!& 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 ..! -1 ......1 -1 ......1 ..J. ¿ -1:i 210 ~ ~ 0.18 0.55 0.62 0.35 0.50 0.42 4.74 4.74 22 167 !!! 1~ 151 '-ª ~ ~ 253 320 d.u. 0.12 0.26 0.28 0.16 0.15 0.15 1.74 1.74 38 83 90 51 46 48 557 557 220 304 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.321 24 131 128 i1 79 79 1006 1008 220 304 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 24 131 128 81 79 79 1006 1008 . ~ !!!.!:!!!!!!!!I Building 11 ~ BuDding 10 light Industrial · Mulll-Farnlly ResIdential · Townhouse I. ~arnlly ResIdential ,. Townhouse .. light IndustrIaJ · light Industrial · DeaIershiø · Single Femly ResldenUal · Multl-FamØy Residential · ComIl18ldal · CommercIal · Commen:IaI'7 0IIIce 17 Muf1I.Famly ResIdential 17 CommercIal · SIngle FamIy Residential · MedJum..HIah Residential · Commen:IaI · Offlce · SIngle FamIy Residential · EIBmenIaI 'f School 7 Ml&FømIy ResIdential · ~ubftc 7." HIgh School I... MIddle School 7 Single FamIy Residential · NeIghbomooc:f Parlt 7 Publk:lSemJ.Pubßc 7." CommercIal 1.11 CommercIal · ReeeaR:h and DøvøIoøment Center SIngle FamIy ResIdentIal 21 SIngle FamIy ResIdential 21 Mulll-Femly ResIdential 21 Muftt.FSmly ResIdentIal 21 ApørtmenIB 21 BART Par1dng Strucb6e ao Corporate OffIce " Specialty RataII 32 lJght lnduBlriaI · Single Family Residential · Senior Apartment :ø Family Apartment :ø Condo 2Ió ~ B M1-M8 BMH .£ .£ D E F F F F F F G G H H ~ ~ B H1-H2 nQ..n.Ln'l DeveloPlll8l1t Name 15.'. 16.6. , Anderson Amr¡ Residential Bancor Pak n Save (Twnhm) Bancor Psk n Save (Aøts) Bsncor Pro 8909 San Ramon Brsnaugh CamøbeU CorrIe Site Croak DlManID DlManID Commercial , RetaU ~ Downtown Core S.P. Downtown Core S.P. Downtown Core S.P. DublIn Ranch DublIn Ranch DubIn Rsnch DublIn Ranch DublIn Ranch DublIn Ranch DublIn Ranch DtmIIn Ranch DublIn Ranch DubRn Ranch Dublin Ranch 0ubUn Ranch DublIn Ranch DubOn Ranch D¡jJn Ranch (Town Center VC) Cuban Ranch DublIn Ranch DubIi'I Ranch West (Walls) DublIn Ranch Wast (WalUs) DubIn Ranch West (Walls) DubIn Ranch West (WalDs) DublIn Transit Center DublIn Transit Center CIbIIn Transit Center DublIn Transit Center ~ ~ Fairway Fairway F aJrwav n~__ o_..~__ ~., ro''¡C'on TraffIx ~ 14 12 114 115 129 129 129 114 116 5 117 118 120 119 121 121 121 50 32150 50 35 35 122 36137 36137 34 26 36137 36137 38 107 40141 40141 126 128 128 126 4 4 4 4 114 114 1001 1002 1003 BUILDOUT PROJECTS IN DUBLIN (As of January 1, TABLE 2: . Status Table 2. Pendlng+Bußdout Page 2 P B B ~ ~ B B ~ B B ~ B B B B ~ B B B ! B ~ B B B ~ P ~ ~ P B B B ! B 8 P P B B ~ ~ ~ ~ ~ p Daßv In -Out - - ~ ~ -Æ1 -Æ! ..121 ...1Q! ~ ~ ~ ¿g ~ -Æ ~ ~ -ill. -.m. ~ .J!:! ~ ..ill!! ~ ~ ~ .Mlli!. ~ ~ ~ ~ 1ß§. ~ ~ ..1Qü 1013 10131 8958951 -n~ .J!Qi ~ ~ ..1!! ~ ~ -ªE ....lliJ ~ -2 .E! ~ ..B!. ..lli. ~ ~ ..1!!. -Æ! ---! ~ ~ ....ill. -.!! ~ ~ ~ ~ ~ ~ m! ,..g ~ 253 2531 - -- .l1I. -1!!: .Æ!1 ~ ~ ~ 7~ 7.121 TI! ~ 180 jÆ!; ill .!.E .J.Q. .J.Qj Æ Æ! 246 2461 ~New Trips PM S!!!!!!!!L In I out ¡¡¡- 014 - - - - jg ~ 1!!! ~ ~¿.Æ~ ~ -1.1 ...B .21 J1g 908 ~ 155 -A .Æ -Él ~ J2!-M~~ 2. -! 2 ~ -E. ~ ~ --M .J! -M ~ ...!! .B! ~ .m. ~ J!!! -Æ ll§. .J!Q. .!!! Æ ~ B! 214 ..EQ. .1!2 149 At ~ ~ ~ m ~ ..lli. .m ~ Æ Æ -A Æ .Æ ....!L ...!! -ª! ~ ~ .Æ ---! ~ ¿ -.! Æ. --ªª. ~ £ .E. ~ ~ ~ 188 ....!i ..lM ~ Æ ...11 -ª -A -1 -º- -1 -9. ..11 -.J! -ª ~ ~ ~ .Æl -ªi Æ. ~ ....!l. -ª1 .Æ. .J! -ª ~ -! .....l -º- -9. ~ .J!Q. ...M -ª -! ~ -2. ~ Æ ....'l!. ~ ~ .Æ;! ~ .J1 ..!ª- m. ~ B! ~ ...1! .1L Æ -ª! ~ ~ ~ ~ ~ ~ Æ ~ ~ .!.!! Æ. ..B J!. ~ .2!. ...E. 522 ~ 9:Q1 809 ª 1!!, 15 ~ ,g j! 1! ..§. 11 .! II ~ J!. 1Q. J!. ..£ ....! .! .1. ..§. 31 15 34 29 All In .- Oii - - .11! ~ .J! -ª ..11 -B ~ ...!! -.l!.. .Æ. -11 ...!1 -.a. --.! --..!. ..11 103 ~ 22 24 125 115 ~ ....!!. ...!i .w. .Æ. m. .11! ..1! ~ ~ ~ J1. ~ ....!!. ~ ---! -1! ....!!. ...!? .J! .Æ! ~ -2. .:!l -º. -1 A .J! ~ .Æ. ..1! .Æ. -2. JL ~ -! it! .m. ~~ -..! ....J1 Æ ~ .11 .M. ~ ~ Æ A .1i ~ .1i ...:!! .J2. ...!1 ~ ~ 19 1!! M 64 26 - - B .1Q. 12; J!. .2 ..! 7 33 % '"-By 01. Tralllcl In"":::::i'""-OIt AM PM Set 2831 2831 , 977 977 62 ~ l 158 363 363 34 2S 32Ø5 32Ø5 562 552 B22 8221 48 48 271 271 1198 1196 2759 2759 1885 1885 3610 3610 1854 1854 2039 2039 4126 4126 1041 1041 1220 1220 1078 1078 73 73 S04 504 348 348 1268 1288 313 313 5 5 333 333 378 378 350 3!50 299 299 9 9 875 675 --!! -'!! ...!!! ~ ..!!! ~ ~ ~ ~ Æ! ..!! ~ ...lli. Æ ...!!2 ....!2 ~ ~ 8920 ~ 766 ~ ~ .1!!:Q. 1R .1E ...1Q. ..:!E. ..§L ..£ 246 246 ~26 34 26 34 26 26 26 ~ 341 26 26 341 26 34 34 34 Total Tit.. PM hlurdIIY In out In out 362 204 309 263 80 80 111 111 22 33 29 28 112 908 182 155 73 41 57 491 108 61 85 72 -1. 4 5 04 .:!l 18 24 24 ~ 67 126 118 200 224 733 795 1!! 112 326 191 ~ 348 481 444 ~ 120 175 149 ~ 124 145 145 367 397 550 aos ~ 233 33 28 ..£ 89 130 121 ~ 78 115 107 ---! 4 8 8 ..£ 38 52 45 .J!. 25 37 34 ~ 94 135 115 .Æ. 21 26 28 ...:..! 0 1 0 .J! 24 35 33 ..M 28 40 34 ..!J.. 26 37 31 .l! 18 26 22 -! 2 0 0 Æ 90 88 23 -! 4 5 5 ~ 27 39 33 .1:! 165 13 13 275 155 229 195 .1!! 38 56 52 .E 22 33 30 .11 15 20 20 J! 150 67 62 ..!Q. 30 37 37 8.Q! m. 122! 1109 26 ~ j§, j! B j! .1! .! 11 .! I£ ~ J!. 1Q. J!. J!. ~ .! ..1. .! 31 15 34 29 AM In TOut - - .11!1!! ...!Q.Æ -!1....1g 1!!! ...!! ...11 Æ ..11 -!!:! -2 --.! ¿ ..11 ~ ~ ...B ..1i ~ .ill. .ill. ....!!. -.!!i .m. ~ 2TT .11! ..1! ~~ ~J1. ~ ....!!. -2 ....! --1! ~ ~ .J! .Æ ~ -1. ..Æ. -º- .....1 ..1!! A ~ .Æ. ~ .Æ. -1. ..Æ. .....l -.Q ~ .m. -..1 ---! ~ Æ ~..3! ...!i~ ~Æ .1!.li 2.li .J! ...1Q. ....1.1 ~ ~ 19 178 24 !1 28 g 1Q. 1& J!. ~ ..! 7 33 RaIN ........ - 8at& rd8v jJ ïñ PM out In out In ~ 0.57 0.32 0.49 0.42 4.47 4.47 8.89 8.89 9.25 9.25 81.39 81.39 1.12 1.88 1.51 1.46 18.75 18.75 0.13 1.D3 0.21 0.18 3.71 3.71 0.68 0.38 0.53 0.46 5.18 5.16 0.65 0.37 0.51 OM 4.98 4.98 0.85 0.36 0.51 0.43 4.79 4.79 0.55 0.27 0.35 0.35 3.96 3.98 1.11 1.48 2.17 2.01 20.34 20.34 200.0 224.0 733.0 795.0 2759 2759 6.52 4.34 12.80 7.40 65.17 85.17 2.92 3.17 4.40 4.06 33.01 33.01 0.61 0.34 0.50 0.42 4.69 4.89 0.36 0.19 0.22 0.22 3.10 3.10 2.72 2.95 4.09 3.77 30.65 30.85 0.27 1.30 0.18 0.18 5.79 5.79 1.11 1.48 2.17 2.01 20.34 20.34 1.11 1.48 2.17 2.01 20.34 20.34 0.42 0.20 0.28 0.28 3.32 3.32 0.89 0.39 0.54 0.46 5.20 5.20 1.11 1.48 2.17 2.01 20.34 20.34 0.62 0.35 0.50 0.43 4.79 4.79 0.52 0.25 0.32 0.32 3.81 3.81 0.85 0.36 0.51 0.43 4.79 4.79 1.11 1.48 2. 17 2.01 20.34 20.34 0.65 0.36 0.51 0.43 4.79 4.79 0.65 0.36 0.51 0.43 4.79 4.79 0.36 0.16 0.25 0.22 2.93 2.93 0.12 0.88 0.07 0.07 3.49 3.49 0.08 0.12 0.09 0.03 0.90 0.90 0.42 0.20 0.28 0.28 3.32 3.32 0.71 0.40 0.57 0.48 5.35 5.35 0.12 0.88 0.07 0.07 3.49 3.49 0.59 0.33 0.49 0.42 4.58 4.58 1.11 1.46 2. 17 2.01 20.34 20.34 1.11 1.48 2.17 2.01 20.34 20.34 0.81 0.30 0.40 0.40 4.34 4.34 2.97 3.21 2.58 2.39 21.46 21.46 0.46 0.23 0.28 0.28 3.51 3.51 1.81 1.96 2.69 2.48 19.98 19.98 0.12 0.86 0.07 0.07 3.49 3.49 0.06 0.09 0.09 0.03 0.90 0.90 0.38 0.30 2.41 0.85 4.58 4.56 NA NA NA NA NA NA 0.85 0.36 0.51 0.43 4.79 4.79 0.44 0.21 0.47 0.40 3.42 3.42 2003) A!. In out 0.18 0.54 5.03 5.D3 1.61 0.50 1.23 0.09 0.20 0.59 0.19 OST 0.19 0.58 0.09 0.46 1.75 1.62 22.00 24.00 4.82 4.45 0.94 0.60 0.18 0.55 0.08 0.42 0.88 0.55 1.46 0.20 1.75 1.82 1.75 1.62 0.08 0.43 0.20 0.80 1.75 1.82 0.18 0.55 0.09 0.45 0.19 0.56 1.75 1.62 0.19 0.58 0.19 0.58 0.07 0.3&1 0.81 0.11 0.55 0.37 0.08 0A3 0.21 0.63 0.81 0.11 0.18 0.54 1.75 1.62 1.75 1.62 0.09 0.47 0.63 0.40 0.08 0.44 0.53 0.34 0.81 0.11 0.32 0.14 0.39 0.33 NA NA 0.19 0.58 0.09 0.46 ITE Code SIze 1 Units - 210 633 d.u. 845 12 f.o. 841 19.37 kat 714 879.77 kat 210 107 d.u. 210 165 d.u. 210 10 d.u. 220 88 d.u. 814 58.81 kat NA 1.00 LocatIon 832 25.86 kat 820 109.36 kat 210 353 d.u. 220 658 d.u. 820 134.80 kat 710 179.85 ksf 814 60.00 kat 814 53 kst 220 22 d.u. 210 97 d.u. 814 18.99 kat 210 269 d.u. 220 82 d.u. 210 1 d.u. 814 16.36 ksf 210 79 d.u. 210 73 d.u. 230 102 d.u. 110 2.44 kat 521 750 ~ 220 20 d.u. 210 88 d.u. 110 191.49 ksf 210 466 d.u. 814 26.00 kat 814 15.00 kat 220 50 d.u. 620 25.85 kst 220 132 d.u. ~ 446.49 lest 11!!. 219.54 kat 530 ~ I2!:!E!!! 560 !hQ!! ~ NA 10.QQ.~. ~ 14 ~ 230 72 d.u. I.1a UncI U.e Single FamIIv ReskIentIaJ · IneISeMce station wI Market 0e8IerIhIø ' omc:e - SIngle Family ResIdentIal · SIngle F.mty ReIIdentJa · SIngle FIIßIIy ReekIentI8I ' MullH"amty Residential · CommercIal 1.11 IKEA High TIm-Over RestaUl'8nta Shopping Center SIngte FamIly Reeldential · Mulll-FarnJIy ResIdentIal · CommercIøI · 0IIIce · CommeIcIø! 1.11 RetIII I. t1 Mulll-FamIy Residential ' Single Famfty RaeIdentIaI · Reta8 "t1 Single F8IIIIIy ReeIdentiaI · MUtl-F.mIy Residential · SIngle FamIy ReeIden1181 I RetIII I. t1 SIngle FamIy ResIdenIIeI 22 CIuIIt8r Homes 22 CondomInIums 22 light Indu8trIa/ I K-12 UI MUll-FIIT1ßy ReaIdentIaI I Single Family ResIdentIal · light InducIû1aI I Single Family ReskIentIøI · R8t8I 1.11 RetøII" 11 Multl-Famty Residential · RetaJlI1 MullJ.FIImy ReeIdentI8l · Commerc181 · light 1ndustr181 I Jr }Sr. HIgh School. AdmInls1ratlon = Senior Center, CoInI8Øng (Church) UT Staff expansion rJ SInoIe Famly ResIdential ' Idomlnlum · ~ ~ .f!!!!!..E! !!!!!!.. Filion Roed GM Auto Mall B GowmmenI CentIIr Greenbttør Phaee 3 GrøenbItar Phaee 4 GygI Herrera "Fr8derIch" HerrenI "FrecIattch" IKEA1. ~ ~ Jordan "r=nt Am. TIlle" I<DII DubUn Corp Center Ph. 2 KoII RetaIl M8ntott Hotel SIte Malon P8IIk MInIon Peek MIuIon Peek Moler Motn ~ NeIIen PO 98-G49 V-u Mable Gal Ptnn BroIhera (sIIwIrta PIon BroIhera (SMrta) PIon BroIhera (SIIvørIø) PIeaunton Ranch IlMSIments Quøny Lane School Raley "KcboId" Appendix C - Plnn Brothers_ray revlsecUJ9-04-03 .B!II!!!!!!. Sch8ef8r Ranch Schaefer Ranch See.. V8C8/1t Lot SenIor Center Shamnx:k Mør1œlDlace TMI Chen TMI Chen TMI Chen VaIey ChrIstIan Center Veley Chrtsll8n Center V.Hey ~ Center Vargas Vargas TqftIx !!!!!! 124 114 20 125 18 18 18 132 132 1005 ~ ~ 124 127 127 15 17 21 128 128 128 128 132 11 121 11 11 11 114 25 102 128 114 113 113 121 121 109 114 114 114 129 129 129 132 132 TABLE 2: BUILDOUT PROJECTS IN DUBLIN (As of Janua Lobi Trips %P-.By !!!L.......!!!!!!.. _ Status TrdIx IT! AM PM !!!!!!!!L I D.IIy Trdlc:2 AM PM 8!!!!!!!!L Oat 8bet ~Òufl---¡;¡- õii Out IAMIPMIS8t . Zone DweloDmlnt Name l8nd u.. ~ UnIts In Out In In out In Out In OUt In out - - - - 5 West DubIn BART SP. Mull-FamIIy ResIdentIeI 17 220 491 d.u. Ikdes. 28 147 1.c3 70 89 90 1139 1139 B r- 5 West DubIn BART SP. Commen:IøI17 ~ 705.89 kif IIudIeL 238 171 887 901 ~ 1110 10418 10418 B 5 West DubIn BART S.P. HoI8I17 !1Q. 240 rooms .-. !!!!!!!!" 41 28 39 34 ~ 40 494 494 B 5 West DubIn BART SP. õiij;;'17 710 505.50 kif !!!!!!!!: 590 80 110 531 -!!!. 80 2385 2365 B 5 West DOOlIn BART S.P. ãARTD NA 713.00 'P8ces ~. 3M ,92 85 ~ ~ 81 1107 1107 B GI8lKI Total 13158 1370 11341 16139 14002 1257 141803 141803 Appendix C - Pinn Brothers_ray revtsed_09-Q4-03 Table 2. Pendlng+Buildout Page 3 , i .---"'" Table 3: Pleasanton and Douaherty Valley Land Use Assumptions I=ut Traffic Estimates _ ' Trips - AM PM Saturday Dailv .' Land Use 'Size Units In out In Out In 'out Total Hospital 178 beds 126 47 39 124 136 70 2987 Medical Clinic 279 ksf 543 136 276 747 578 436 10096 MF Units 254 d.u. 18 94 91 46 64 56 1488 Office 1165 ksf 1600 218 295 1441 258 220 12831 Uaht Industrial 1662 ksf 1213 266 316 1213 116 116 11565 Retirement Home 150 d.u. 11 20 22 12 17 16 876 Retail 1100 ksf 691 ,442 1974 2139 2842 2842 47200 Sf Units 537 ,d.u. ~ 102 301 349 193 ' 274 231 5139 Warehouse 1040 ksf 384 84 127 403 80 45 516G Dougherty Valley Single Fami~ 5700 d.u. 141 415 482 267 378 319 7100 pougherty Valley Multi-Famil~ 1700 d.u. 18 95 93 44 57 57 14iQ Total 4178 1935 3750 5759 4085 3902 92831 leaseline Traffic Estimates Trips AM PM Saturday DailY Land Use Size Units In out In Out In Out Total ,,' Medical Clinic 29 ksf 56 14 ,..-29 77 60 45 1048 MF Units 164 d.u. 11 61 59 30 41 36, 961 Office 1162 ksf 1595 218 294 '1437 257 219 12793 Retirement Home 150 ' d.u. 11 20 22 12 17 16 876 Retail' 114 ksf 72 46 205 222 295 295 4900 SF Units 143 ksf 27 80 93 51 73 61 1369 Warehouse 250 ksf .92 20 31 97 19 11 1240 Dougherty VaUey Single Famil~ 1900 d.u. ' 47 138 161 89 126 106 2367 _ [)ougherty Valley Multi-Fami~ 567 d.u. 6 32 31 15 19 19 49G Total 1918 629 924 2030 907 809 26042 Annp.ndbc C - Pinn Brothers ray revised_09-04-03 Table 3. Pleasanton-Dougherty Page 1 Footnotes for Tables 1, 2 and 3 1 All land use sizes are based on information provided by the City or extracted from previous project reports as directed by the City. 2 Pass-by tra.ffic percentages obtained from the Institute of Transportation Engineers (ITE) Trip Generation Handbook, october 1998. Shaded values are assumed same as weekday PM peak. 3 Trip rates are average rates from the ITE Trip Generation I 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 4 AM, PM, and daily trip rates are based on Final Report Transportation and Parking Impacts forthe Proposed Annstrong Garden Center, City of Dublin, June 21, 2002. Saturday trip rates are averages rates from the ITE Trip ,Generation , 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 5 AM, PM, and daily trip rates are based on Final A Traffic Study for the Proposed Trumark Homes Development in the City of Dublin, December 15, 1999. Saturday bip rates are average rates from the ITETrip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 6 Trip rates for developments based on regression equation from the ITE Trip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 7 Land uses that will not generate external trips. All trips will ~ internal to the development , 8 AM, PM, and daily trip rates are based on Consultant's Report on the Transporta,tion Impacts for the Proposed Dublin Volkswagen Auto Dealership, City of Dublin, December 1999. Saturday trip rates are averages rates from the ITE Trip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 9 AM and PM trip rates are averages rates from the ITE Trip Generation, 6t1]J;º-ition, according to the guiding principles stated in the Trip Generation Handbook , October 1998. Assumed PM rates are '10% of daily rates and used ratio of weekday rate to Saturday rate and applied to PM rate to get , Saturday peak hour rate. 10 AM, PM, and daily trip rates are based on Final A Traffic study for the Propos8ef Emerald Glen Village Apartments Development in the City of Dublin, March 20, 2000. Saturday trip rates are averages, rates from the ITE Trip Generation., 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 11 For Specialty Retail (use 814), AM trip rates were based on the ratio of AM to PM peak hour of gen~ratorJ multiplied by the PM rate. Saturday peak rates for use 814 was based on the ratio of Saturday peak hour of generator to Saturday for' Shopping Center (use 820), multiplied by Saturday rate for use 814. 12 There is no trip Generation for Saturday from land use 845 thus, this is based on 846 which had similar ÞN. and PM peak hour trip generation rates. Appendix C - Pinn Brothers_ray revised_09-04-03 Footnotes Page 1 13 AM, PM and daily bip rates were based on Draft Focused Traffic Analysis for the Proposed Dublin ViRageDeve/opment, May 30, 2003. Saturday trip rates fOr Townhouse (use 231) were based on the ratio of Saturday peak to PM peak'for use 230, multiplied by the PM peak rate for use 231. For Apartment (use 220), average Saturday trip rates were used. 14 AM, PM and daily trip rates were based on Final Focused Traffic Analysis for the Proposed San Ramon Village Plaza Development June 10, 2003. Saturday trip rates for Townhouse (use 231) were based on the ratio of Saturday peak to PM peak for use 230, multiplied by the PM peak rate for use 231. 15 Trip generation based on Final Report: IKEA Retail Center Transportation Study, Dublin, California, August 2003. 16 AM, PM, and daily trip rates are based On Focused Traffic Circulation Analysis for the Proposed Cisco Systems ProjectS, City of Dublin, May 21, 2001. Saturday trip rates are average rates for General Office Building (use 710) from the'ITE Trip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 17 Net new trips for AM, PM, and daily based on Consultant's Report on the Transportation Impact for the Proposed Vi/lage Parkway, Downtown Core, and West BART Station SpecificP/ans, City of Dublin. Net new trips were adjusted proportionately in some cases to reflect current projections. , Assumed 15% reduction in office bips due to proximity to the West Dublin BART station. Also assumed 34% pass-by trips for commercial during the PM peak. Used ratio of Saturday rates to PM rates from ITE Trip Generation and applied'to PM net new trips to detennine Saturday net new trips. 18 Public/semi public area is assumed to be a church based on infonnation provided by the City. The floor/area ratio assumed is 0.15 based on survey of a few churches In Fremont, CA. 19 Only 50% of high school trips,will be extemal trips, the rest will be intemalto the development 20 ITE Trip Generation for Corporate Headquarters Building (714) was used for rates because government office building (730) only has one observation and corporate headquarters building is a single tenant office building similar to government office building. Saturday trip..rates were based on the ratio of PM average rate for corporate headquarters building to PM average rate for general office building, multiplied by the Saturday peak rate for general office building. 21 PM trip rate is based on Consultanfs Report on the Transportation and Parking Impacts for the Proposed Shamrock Marketplace Shopping Center Expansion, September 8, 2000. AM, Saturday, and daily trip rates based on ITE Trip Generation 6th ed. 22 Trip rates based on proposed trip generation provided by T JKM, as 'part of Revised Draft Traffic Study for the Proposed Silveria Ranch Development in the City of Dublin, August 29, 2003. Daily and Saturday peak trip rates are average rates from the ITE Trip Generation, 6th Edition, according to the guicfing principles stated ,in the Trip Generation Handbook, October 1998. Appendix C - Pinn Brothers_ray revised_09-04-03 Footnotes Page 2 23 BART traffic based on Table 4.5-5 Dublin Trip Generation - Proposed Project from Draft Supplemental Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit VUfage Project November 2000. Saturday peak hour trips were detennined from the ratio between daily weekday BART trips and Saturday BART trips (42% obtained from BART system wide ridership data). Saturday peak hour trips were calculated by using the same ratio as weekday PM peak hourlDaily trips (12.4%). In and out trips were detennined by using the same split as the weekday PM peak hour (30% in and 70% out). 24 Trip generation based on Supplemental Traffic Circulation Analysis for the PropO$ed Commerce One Project, City of Dublin, December 22, 2000. Saturday rate based on ITE trip generation for Corporate Headquarter (714). Trips are not shown because IKEA project will replace this development 25 Trip rates based on proposed trip generation provided by T JKM, as part of Final Traffic Study for the Proposed Fairway Ranch Development in the City of Dublin, April 15, 2003. Daily and Saturday peak trip rates are average rates from the ITE Trip Generation, 6th Edition, according to the guiding , principles stated in the Trip Generation Handbook, October 1998. 26 Saturday and weekday trip generation rates based on High School land use (530). 27 Trip rates based on assumptions in Traffic Impact Study for Dublin Valley Christian Center Proposed Expansion, May 2001. 28 Trip rates based on proposed trip generation provided by T JKM, as part of Draft Final Traffic Study for the Proposed Dublin Ranch West Development.;n the City of Dublih, August 26,2003. Daily and Saturday peak bip rates are average rates from the ITE Trip Generation I 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October 1998. 29 25% reduction in trips due to proximity to the East Dublin BART Station, City of Dublin Consultant's Report Transportation Impacts For the Proposed Dublin Transit Center, April 27, 2001. 30 Based on City of Dublin'Consultanfs Report Transportation Impacts For the Proposed Dublin Transit Center, April 27 , 2001, the proposed BART parking structure would not add-any additional parking spaces to the existing East Dublin BART station. Currently, there are 1,680 existing surface parking lot spaces for the BART station. These surface spaces would be replaced by the proposed.1 ,680- space BART parking structure. Therefore, the proposed BART parking structure would not result in additional traffic volumes on the surrounding street network. 31 15% reduction in bips to account for residential/employment interaction and increased use of transit due to proximity to the East Dublin BART Station, City of Dublin Consultanfs Report Transportation Impacts Forthe Proposed Dublin Transit Center, April 27, 2001. 32 Specialty retail rates obtained from City of Dublin Consultanfs Report Transportation Impacts For the proposed Dublin Transit Center, April 27, 2001 . 33 According to the Dougherty Valley General Plan, Specific Plan, and Related Technical Appendices, June 1992, only 13 percent of the Dougherty Valley traffic will travel through Eastern Dublin area via Tassajara Road and Dougherty Road, therefore only those trips are reflected in the trip generation table. Trip rates are based on average rates from the ITE Trip Generation, 6th Edition. Appendix C - Pinn Brothers_ray revised_09-04-03 Footnotes Page 3 c a iï: () c¡: .¡; CD Co en .5 :g ::J Q c ~ .s f) as W G) .c - c .- " .s as c OJ "¡j CD " = ... u CD ë) 100 Co ... ct) ~ .s:: u c ca a:: .E :s ::s C .i CD .s:: .... 100 .e c 0 ;:; i! CD -.,j C CD C) Co -¡: .._; 1- ~ CD , :s .-' ca 1- 'C'"" CD, 0) 0) 0"'" CD ~ It) M Man ] 'C'"" CÐ 0 I- m 'C'"" m 0 om N M 'C'"" N ,...cø .... N (II) :I 0 ~ N ..... 0 0) o ca as It) 'C'"" "¢' 'C'"" CDca CD "¢' an a. .5 ::Ë 0.: .... CD CD N "¢'''¢' :I M M 0 0) 'C'"" 0 d 0 ~o CD ... tIS ø: It) It) N ON .5 CD CD "'It ~ 'C'"" CD c:i d c:i .... d i 0 'C'"" 0) 'C'"" It) cø CD co "¢' .... 'O:t .., ãi "¢' 'C'"" "'" - ~ 10 C') 'C'"" .., C') ca "¢' 10 "'It It) C' - M an :I 0 ~ It) ~ CD ..... CD ca as 'C'"" CD (II) CD 'C'"" N D.. .e :Ë < - CD CD M 0 C\I :I It) It) "¢' V 'C'"" 0 c:i d 0 d d ¡ 0:: m C') CD M ,... .5 ..... ..... 0 CD ..... S c:i d c:i d c::i CCI a: 0 ..... CD ìl'; 0 CD 'O:t 0) 0 CD CD V It) .!! c:i en 'C'"" CD - II) -[2' c:: ::I C ~ C::C :I: c 9:E ~ ãi ft ..J - - f/) ~ f/) f/) -- :!:::Q) '2 ï:: C E Õ :J::> :JE 0 J:: 1.1..1.1.. 1.1..0 0 (JJCI) :Eu en ..... o .... N ~ IL N'06' t8N 'gJlJi ut::'O ¡g-g8 . '5 ~ '0 (I _ lDii - 'fic'ë: ft 2' CD ~E~ '~~ Q. ~ËID~ - If ëi!'Cii ~m.E~ .ëi!~1D 5.Eëii~ ~~~! wëii-8~ ó :::I ïii fIJ cøæG)c ¿:er:t:g ~;¡l¡z:. I!! r:t: ~ B' OIIbG):J: ä ïii C E C):¡¡E.= Q.c'=å: ~ :=å::E ,3:E. ~ ' 'r:t: ::J r:t: r:t: c ~9~~ ·b.~1Z ~13 IaIIIIecIIaa t4 IaIII1ecIIoa IS kItenedIon #6 Hac:IIadIRo58O EB .... HIdIacJIII.58O WB RImpI HadendIIDabIIa IIaåIadIICeIIIr HaclenclliGIeIson w .. t:: ~ W III - ~ 5 5 - - F ) ""F ) 4- - F , ~ ttt~ tt~ '31 ttrr J ~ :{r~ -+ -+ Ol, ~ IE III ~ a: u. Ol~ IntIøIdIon t1 nterRcIJaa IS ~dinedIon 18 IIIt8IwdIon ttO WIiIedIoII tt1 InterIectIon#12 RIIII-58O EB TaIIarIM8O WB RIrapI TIISIjIra'DabIIa ý-~ T_ TusajaraIS. DubDn Raøch 19 t::0L w t:: w ~ 5 F 5 F ~ ) ~F ) )tH~ ~ tttlr tt r.; J ttf" J,tt, -=: , tt r -+ - III , , FREE~ IE ~"'1ecIIoI 113 ~1"1edIoa t1-4 IntenecIIon t15 ~tt. Wo..dcllltt7 InIInection #18 T_janIN. DabIIII RaIIcb TassanIQuany I.Iae ScbooI T...IrIlProect Drlveway T...ln/FaIIon ExtInsIon 8 c:IaIn'cIMIO EB ~ FaIIeIalJ;58O WB Ramps ) ~t- t~ := FUTURE FUTURE ~ .,~ J ,ttr tr -4~ t f" ~ "7t" , One-Wey $tap One-Way Stop IntInIecIIøn 9 IntenectIon ~1121 FlBoIIIDubln FIlIonI~ FallanlAntøne FUTURE FUTURE .Jtt J tt ~ . ExIItIng IrIt8r-=tIon o Future lntIn8ctIon - ProJect - EmlIng Road ,.---- Future Road ..L Stop sign InIarleCtlon m HacllndalHeclenda CnIaIag LEGEND tit... t lJ..F ttt~ o íì North Not to Scale a.&ASIINCIII. , I \ f) II ~:~ fÞ'---- -~--, ,~#' : ~ I ---' ~ \ ,....\...1 ~ ! / , I IIUIIUI -. 4 ~~I!!'-22 i I > ~. City of Dublin Dublin Ranch West Baseline Lane Geometry Figure C1 157-164 - 5I3OID3 - PI. IIIIiIIIecIIo.II1 1IIIinec:IIo..1Z ~1t4 ".w-'lù..15 lntersecIionl6 ~ Iiac:IencJINIO EB Ramps Hic:IIadaIDubIn It8cIendIICInIr Ha~ ~ UI III ~ == UI III L w...£ a: a: - )~ )~ F ) - - r r tttrr ::J tttr ttr J ,J f1.- ~r~ - - W III - OL~ - ~ w w ~ - a: a: OL=- ... ... OL~ lllIIIIecIIon " InIIIsecIIoa 18 InIInecIIon III blllrllClloa 110 11118I1IdIoo1111 Intersection 112 RIIaNIO EB Taaa;InriI-aO WB RIIIIps TIIIIjII'IIDubUn T~ TaaþnIGIeaan TassajaralS. Dublin Ranch III ~OL UI ~ W ~( .þ... a: ).H~ ~ ) ~F )U. F )U~ F ) tfflr ttr. J ttr J~tt =: ~ttr - - w ~ w " FREE" a: ... b~113 InIeIIedIon ".. 1nIIIIectIan115 IntienectIon 11& 1Id8.........1117 IntersecIionl18 T8SSIIrIIII. 0IMn RMch TIØlljarlQuany'Lme School TassajaAIPrvect DrIvwar TassajIra/FIIIof ExIIasIon 8 CIIamI/Io58O EBltnps Fallon/I.58O WB Ramps .þ... ) ~t- )~t- ... ~~ )U~r FUTURE .J ~ttr ~ ~ttr '=:. ~ttr ~~tr ~ ~ ~ One-Way Stop One-Way Stop InIInedion 119 InteIsection 120 Intersection m FaIIonIDubIin fillion/Gleason FaIonIAntone FUTURE FUTURE )H J~tt " GI.EASON DR. 6 I , , ._~. 12 . s.õJa"""""" ~ . , , ..:::...W;~"""YN. / ¡¡¡,¡tee' .. ___..--' , ...~--" < ____J._...__":.;¡.;¡-~~,. \ 11 :~. ,. I I \J ~n : : 3: 10 ,,~~:'" ;: i : : I % ~ : 9 ~ "'I: I .. I . . .~ Ii! '12 ð ::i ~ ¡:§ ... ~:~ _--__ --1..--.... " I I " " -- . --- . , , , , , -- --.. '\ _______............- 19 "-..~._~ blllnection 122 HacIendaIHac:Ie CrossIng L UU~~ F tttr ... o LEGEND . Existing 1nIeræc.1ioI. o Future lnter1Iection - Project - Existing Road .---- Future Road ..... Stop Sign ê 0: ~ g 8 ~ .. North Not to Scale ê IINIT1NEU DR. 22 i _____u ~ ~ BlVD. CUØUII Bl.VD. 4 City of Dublin Dublin Ranch West Baseline with Project Lane Geometry C2 ~ Figure 157-182 - 1118104 - PB .......... 11 .....~12 ~13 1ub...ec:tIG., f4 .....~.15 lnteniecIion 16 0uIIIn/Daughert IIIcIeadaß..58O ED RIaps ItICIIadaII-58O WB RIIIIPI HIcIIndIIDubIn HICiInIIICenIra Hac:iendalGIeason ~ L L DI DI ~ == DI DI == ~ w..£ IE IE - ) )~ F ) I".~ IC ~I". ;= tttr-r ~~ ttt~ - tttr _ ~rt~r - w - ... II: - ... OL.=, ..dIn-tWa .....ection IS .......cL..;...0 InIenectionl12 ~WBR8IIIps TasajñIDubIIn ~ TassajaraIS. Dublin Ranch DI ~ ~ L UI - II: u. - )+U~ := ) U+ F )m~~ F tt, ttttr J tttr =: , tttr '- w ~ FREE'" II: U. ....-øon113 Imonsedion 114 IlIteultClIQn 115 ~lteIaec:tion 116 h.tl..-.IIuIII17 Intersedionl18 TasanIII. DublIn Ranch T~""SchooI TaIAjanIIProec on-y TasajInI/FaIIaft ExtensIon ' B CbImIMIIOSI Ramps FaIIoWJ.58G WB Ramps L w w L UI w )+++1". :=. - II: II: 'C ~ )+t+ II. )+U F )~;= ).UF -=: , tttr -=: ,tttr :! ",tr ~ ttt~ ttt~ - FREE~ ~ Œ III II: II. Intersection 120 Inter8ecIIon #21 Filion/GIllIson FaIIoaIAntone ) ;H J ttt J,tt ~ ~ íì North Not to Scale LEGEND . Existing InIIII-=tion o Future Inb..-ctiun - Project - Existing Road .---- Future Road -L Stop Sign G1EASCN1IR. 6 .'~ ~ ~~ Š 1;1 ~ rlõ u; ~:g ,...--.- -.......--... . .. " ., .' . --~ . . . . . . ".,." 19..............'::..... ------...-... :i! ~ a & I , DIJIUN 81J11). City of Dublin ';,'i,':, Dublin Ranch West Buildout Lane Geometry .~ Figure 157-182· ;'18/04 - PB C3