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I- I>::II<WIIW% :z:::).... 1It-1-1I1-- ClI>::U.+1I0%1I1Il' -:cw f1 t-- 11:;:)- D::I-....JI-U lI"""3U- II 11011 II II <l- II 1I::Z 11 11.- >0 It'I N N o < I- << .0: '" I- :::l ~ ::E: CO; W W I>:: Ll.. + > ::E: .0: .- I <. W $ ::E: .0: co 0>0 N 0 -4' co 3 6l.P3 r i ~ r ~ r , t r ~. , PLEASANTON LEVEL OF SERVICE METHODOLOGY r- I . t r . ~' r- ~ , f . ' r- . ! r- f ~ t r , ~ ~ 1 t ; t:;u v) DESCRIPTION OF SIGNALIZED INTERSECTION CAP ACITY ANALYSIS TJKM METHODOLOGY Background r: ~ TJKM utilizes a method of intersection capacity analysis known as the Intersection Capacity Utilization (lCU) method. A variation of the TJKM method, known as the critical movement is described in Interim Materials on Highway Capacity, Transportation Research Circular 212, January 1980, published by'the Transportation Research Board of the Nati()nal A9ademy of Sciences. The TJKM method is similar to the planning applications method of Signalized Intersection analysis described in Circular 212. This method addresses the capacity of intersections as a whole. It stimulates the operation of an actuated signalized intersection. The method determines the critical movement by approach. The critical movements are determined by identifying the conflicting movements on the north-south and east-west approaches. The critical movement on an approach with split phase operation is the movement with the highest volume-to-capacity ratio since it has no conflicting movements. The method then sums the volume..to-capacity ratio of each critical movement at an intersection to produce an overall intersection volume-ta-capacity ratio. When the ratio of volume to capacity reaches unity (1.00), the intersection is "at capacity" and is described as operating at Level of Service E and approaching Level of Service F conditions. If an existing intersection is found to have a volume-to-capacity ratio greater than 1.0, this indicates that the actual lane capacities are greater than those assumed in the methodology. r, The advantages ()fthis tYPeofc:apaCiiYcaJ.c:Ulationis itS direct relationship to actual intersection operations and the ease with which changes in traffic volumes or intersections capacity (i.e. intersection lane configuration) or both can be analyzed. The level of accuracy of this method is comparable to that of the traffic projection processes used to determine future traffic volumes. , , r t t Level of Service The volume-to-capacity ratio is related to the level of service. The relationship of volume- to-capacity ratio to level of service is a scale with a range of LOS A through LOS F. The table "Levels of Service for Intersections" depicts the relationship between the level of service rating and volume-to-capacity ratio. Input Data The input data necessary to use this methodology are: (: ! . Lane geometrics . Turning movement volumes . Split phasing information r I r The lane configuration for the study intersections is indicated with a special nomenclature for the TJKM intersection capacity analysis. This nomenclature is explained on the attached "Description of Lane Configuration Format." r- , t ., r- , i. c:\my documents\word processing\ll1y\appendices\sig. cap. method.doc Sample A sample calculation is shown on the accompanying computer print-out "TJKM Intersection Capacity Analysis." This example describes a hypothetical intersection of A Street and B Street, which is regulated by three phase traffic signals. The following three steps for this example demonstrates how opposing approaches to the traffic signals are analyzed individually in the first two steps, and the third stop computes totals for the intersection. ~ The first phase is for southbound traffic only and contains three lanes. Right turn movements in the right lane (189 vehicles) have a smaller per lane volume than in the two remaining lanes (226 vehicles). Therefore, the length of the signal phase is governed by the traffic in the two left lanes. The capacity of Phase 1 is 2,970 vehicles per hour of green, the volume is 452 vehicles and the resulting volume-to-capacity ratio is 0.1522. Phase 2, for the northbound movements, has two lanes and a volume-to-capacity ratio of 0.1706. ~ For Phase 3, the westbound through plus right traffic cannot proceed through the intersection at the same time as the eastbound left-turn movement, even though they are on the same signal phase. Practically, the left turning vehicles and opposing through traffic alternate as gaps in traffic allow. The total Phase 3 capacity requirement is the sum of the westbound through and right combined, 0.2041, and the eastbound left, 0.0818. ~ The critical movement volume-to-capacity ratios are summed, then rounded to two decimal places. An allowance for yellow time (assumed to be lost time for vehicle movement) is added to obtain the overall intersection volume-to-capacity rating. In the example, the intersection rating of 0.71 equates a Level of Service C designation. c:\my documents\word processing\lily\appendices\sig. cap. method.doc 5Z.P$' III . .. . .. .. ~ . . . . . .. . .. . .. . . . ~~ r I : ~ TJKM INTERSECTION CAPACITY .ANALYSIS 5/6/93 r'" ~ : INTERSECTION 1 A STREET and B STREET ANYTOWN COUNT DATE/TIME:: 6/5/00 4:00-6:00 PM PEAK HOUR: 4:30-5:30 PM CONDITION : P.M. PEAK HOUR - EXISTING FILE sample.i RIGHT THRU LEFT 189 225 227 I I I ^. I I I ^ I <- v -> I 135 - 1.0 1.0 1.1 2..1 1.1- 45 ^ I NORTH Lf?,FT RIGHT STREET NAME: THRU 623 -> 2.0' (NO. OF LANES) 2.1<- 644 THRU BSTREET RIGHT 15 - 1. 0 I v 1.1 2.2 <-. ^ I I I I 30 518 LEFT .THRU 1.1 -> I I 15 RIGHT 1.0 - I v 11 LEFT SPLIT PHASE? N ~~~~\~ c: i i r l' STREET NAME: A STREET SPLIT PHASE? Y ORIGINAL ADJUSTED V/C M:NEMENT VOLUME VOLUME* CAPACITY RATIO NB RIGHT (R) 15 15 1650 0.0091 THRU (T) 518 518 3300 0.1570 LEFT (L) 30 30 1650 0.0182 T+R 533 3300 0.1615 T+L 548 3300 0.1661 T+R+L 563 3300 0.1706 SB RIGHT (R) 189 109 * 1650 0.0661 THRU (T) 225 225 1650 0.1364 LEFT (L) 227 227 2970 0.0764 T+L 452 2970 0.1522 EB RIGHT (R) 15 o * 1650 0.0000 THRU (T) 623 623 3450 0.1806 LEFT (L) 135 135 1650 0.0818 WE RIGHT (R) 45 45 1650 0.0273 THRU (T) 644 644 3375 0.1908 LEFT (L) 11 11 1650 0.0067 T+R 689 3375 0.2041 r- f ~ OUTICAL V/C n , . " 0.1706 0.1522 0.0818 r-- . VOLUME-TO--CAPACITY RATIO FOR THE INTERSECTION: ADJUSTMENT FOR LOST YELI.DW TIME: TOTAL VOLUME-TO:..c.Al?ACITY RATIO: INTERSECTION LEVEL OF SERVICE: * ADJUSTED FOR RIGHT TURN ON RED 0.2041 0.61 0.10 .0.71 C Developed by TJKM Transportation Consultants, Pleasanton, CA, 1991 IT su(l. . DESCRIPTION OF LANE CONFIGURATION FORMAT The number of lanes and the use or the lanes is denoted with a special nomenclature described below: III Lane Nomenclature X.Y Where X y Denotes the total number of lanes available for a particular movement. Denotes how the lanes are used. . When Y is . . . . . . The following applies: I:~ 0 1.0 R A lane used exclusively for a particular movement (i.e. exclusive left-turn lane). - 1.0T 1.0 L I: I:~ A lane which is shared, that is, either of two different movements can be made 1 l.lR from a particular lane (i.e. a lane which is shared by through and right-turn :<0-:: - 2.1 T 1.0 L traffic). j: "~ 2 I ~ 1.1 R Denotes two or more through lanes in which two lanes are shared, one with --- 2.2T .,,- 1.1 L left-turn traffic, the other with right-turn traffic. I: 3 Denotes an expressway through movement. I:~ 4 . ~ 1.4 R Denotes a right-turn movement from a wide outside lane where right-turn --- 2.1T I: 1.0 L vehicles can bypass through traffic sharing the lane to make a right-turn on red. "~ 1.5 R Denotes a right-turn movement from an exclusive right-turn lane with a 5 -!::- 2.0 T 1.0 L right-turn arrow and prohibition on the conflicting U-turn movement. j: 6 I:~,.. Denotes a right-turn movement from a shared lane with a right-turn arrow and - -- . 3.1 T prohibition on the conflicitng U-turn movement. - 1.0 L I: ' 7,8,9 Denotes a turning movement which has a separate lane to turn into, as shown below: It:t l~' 1.7 R Turn lane which is shared with a through lane or left-turn lane and under signal 7 2.1 T control, and which has its own lane to turn into. There must be at least two It:t 1.0 L through lanes. It:t'~. 1.8R Exclusive turn lane which is under signal control, and which has its own lane 8 2.0 T 1.0 L to turn into. It:t It't~. ~: Exclusive turn lane not under signal control and which has an exclusive lane to 9 turn into, often referred to as a "free" turn. Since the volumes in this lane do not 1.0 L conflict with other intersection movements, the V IC ratio of the free right-turn In movement is not included in the sum of critical VIC ratios. . . .. . . . . . '\ " .. .. ., . .. . . . 5f.L:;-g r t FACTORS FOR TJKM METHODOLOGY Lane Capacities r-" . ~ Designation Through Capacity Turn Capacity! 1.0 1,725 1,650 1.1 1,650 1,650 2.0 3,450 2,970 2.1 3,375 2,970 2.2 3,300 2,970 3.0 5,175 4,290 3.1 5,100 4,290 3.3 5,550 4,290 4.0 6,900 n1a 4.1 6,825 n1a Note: 1 Second (and third) turn lane capacity reduced to 80% offrrst turn lane (1,650 x 0.8 = 1,320 v/1/h). Yellow Time Adjustment r i Add Yellow Green Time (Lost) Time Total 0.71 0.10 0.81 0.72 0.10 0.82 0.73 0.10 0.83 0.74 0.10 0.84 0.75 0.09 0.84 0.76 0.09 0.85 0.77 0.08 0.85 0.78 0.08 0.86 0.79 0.07 0.86 0.80 0.07 0.87 0.81 0.06 0.87 0.82 0.06 0.88 0.83 0.05 0.88 0.84 0.05 0.89 0.85 0.04 0.89 0.86 0.04 0.90 0.87 0.03 0.90 0.88 0.03 0.91 0.89 0.02 0.91 0.90 0.02 0.92 0.91 0.01 0.92 0.92 0.01 0.93 0.93 0.00 0.93 . , ~ \ .l' r: / f c:\my docurnents\word processmg\!ily\appendices\sig. cap. method.doc swC? .. Level of Service for Signalized Intersections . Level of , vie Service Type of Flow Delay Maneuverability Ratio A Stable Flow Very slight or no delay. If Turning movements are easily 0.00-0.60 signalized, conditions are such made, and nearly all drivers that no approach phase is fully find freedom of operation. utilized by traffic and no vehicle waits longer than one red indication. B Stable Flow Slight delay. If signalized, an Vehicle platoons are formed. 0.61-0.70 occasional approach phase is Many drivers begin to feel fully utilized. somewhat restricted within groups of vehicles. C Stable Flow Acceptable delay. If Back-ups may develop behind 0.71-0.80 signalized, a few drivers turning vehicles. Most drivers arriving at the end of a queue feel somewhat restricted. may occasionally have to wait through one signal cycle. D Approaching Tolerable delay. Delays may Maneuverability is severely 0.81-0.90 Unstable Flow be substantial during short limited during short periods periods, but excessive back ups due to temporary back ups. do not occur. E Unstable Flow Intolerable delay. Delay may There are typically long 0.91-1.00 be great - up to several signal queues of vehicles waiting cycles. upstream of the intersection. F Forced Flow Excessive delay Jammed conditions. Back ups Varies! from other locations restrict or prevent movement. 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" l, r r I . . fl.; v""--; n f . i r , l..CS Software by TJKM Transp:>rtation Consultants Condition: an 1998 dh59 eta w/S'tYIy no w1p 98 Base Lanes 09/21/00 y. ~~w 302 .Foothill ~~liI1 cai;YQi Peak~. l '-----------------~~---------------------~~------------------~----~ ~~~ A RIirf' A, pEE'! 211 _-1 2,1 <i-:9 3:0 i~it 2.5 L~~~ YRIGIT lW1E: t,'llRU 85 ---> 2,1 (00. OF LANES) 1.0<--- 12 TIlRU ~ Canyon RIGHT 167 --I 1.0 <2,0 3...1 !.:.!> 1.0 r- 4 LEFT ~~E v 7! 7A7 127 v SI~y . S LEFT TBRU RIWI' Split? N ~ STREET lW1E: Foothill Rd. r~---~~~-~--~P1:lT!~--~~~.,~~-,.--,.., t.,~ lIffB) 79~ 79~ ~~ 8:~1 T + R 734 5100 0,1439 0,1439 ------------------------------------------------------------------------ I"'~ ~~) ~gt ~~t 3H~ 8 Jg~2 t LEFT ~d 1017 1017 2970 0,3424 0.3424 t iI-~~ff)-----~~i--------~;----~~~i---~~~~----:~::::------- f}m--iV fB)---2ij-.,~~.,~-~-F.,---~~ -"r 88~r----~~~;~--.,.,--., 'PCITi mrOEtR we nU~lICN: 0,56 ~ -~~: 8:gg ~ . Cl'll.E\1EL OF SDMCE: ........ B i .~.M,~ms8DH5~,~ APPLIE!) ~, t .. ."re Software by TJKM Transp:>rtatioo Consultants Condition: an 1998 dg59 eta w/Sfwy w/ w4> 98,Base Lanes 09/21/00 ,..,IN'IEl<S&:l'Irn 302 Foothill Rd, /Dublin Canyon akPl.E'ASAN'l'CN r ::ount Date T:une Pe Hcnii: U ~. ,r.mi-~--------Rm mRU rm---------------------------:------ \, .-------- A 18t 8f T7 A I <--- v ---> I Sp1~p Y 211 --- 2.1 1,9 3.0 2,0 2.5 --- 215 RIGHT 85 --> 2,1 (00. OF LANES) 1.0<--12. 'i'HRu ~ ~ 167 I 1,0 <~~ 3...1 !.:.!> 1.0 r- 4 LEFT v J ~ JMr Split: N STREET Nt'ME: Foothill Rd. ___~___~__~____~~____~.2___ ~~____ fNB ~ ~~) ~1 6~1 3~58 8:~~ 't. .:.__~~_:________~~______~~_~~L__J~!~t_~!~~~______ SB HIWI'~) 181 181 1725 0,1049 ~ !WJ ~d 1W 1819 ~~~6 8:~~~ 0.3424 t.. -------------------------------------,.----,..,.------------,.,.-- . E1l RIGHT~) 167 87 1< 1650 0.0527 I, !WJ fd 2~I 2~I ~H8 ~ 8: 8f1~ 0.0678 T + L 296 4765 5 0.0621 ------------------------------------------------------------------------ .....WB, HIWI' lR) 215 0 1< 2970 8,.0080700 r' ~nn "* "* l~~ 0.0024 0.0070 , , ~~ INTERSEI:;l'Irn: 3:18 mr~s}gftlft~~9: 0., '""'" I ,,!IllJtJS'lE) FeR RIGIn' TORN eN RED S SPEl:IAL ~.A:mJ:ED C.INJ:"=98BASE.!NT, VClL--s8I\WBARl' .H1'I+98OO59.PMJ ,CAP=98AMEM. TAB rE · tHRU ~....mm "...~ ~ E t S SIG 1'lARRAN'IS: Urb=Y, Rur=Y s-t1Z- LCS Software by TJl<M Transp:>rtatiOll Consultants Caldition: pn 1995 dh59 f!faw/S1!J,ijiiJ wlp 98 Base Lanes 09/21/00 INTERSEX::TICN 302 Foothill Rd ,/Dublln C8rlyciri . . ... E'I.F.ASAN':ltt Count Date Time Peak fbJr ------------------------------------------------------------------------ TJl<:M ME1KD ------ A FJ~' ~ A I <-- v --> I Split? Y LEFT 300 --- 2.1 1,9 3.0. 2.0 2,5 --- 1170 RIGHT 'l'HRlJ 38 --> 2.1 (00, OF LANES) 1.0<-- 65 THRlJ ~ ~ RIGIn' 281 --I 1.0 <~.:.~ 3A1 ~.:~> 1.0 T- 72 LEFT v 1J 13!0 113 v LEFl' THRlJ FJGHT Split? N STREET NAME: Foothill Rd, W~E S SIG WARRANTS' Urb=Y, ~y ___~___~~__~___~~~___~___~!Z~ ____ NB RIcmtf13 13~f ... 165tl () .0019 .. ~R~ l lrf2 1~~ ~~8 g:~~ 0,2731 ------------------------------------------------------------------------ ::__~1t1~____:~_______:~~~~_____ ~~~_____~~~~I..____~.:.!~_______ 2~~ 2g~ {, ~~;g ~ '8:M5~0.1218 300 ~gg ~1~g $ 8: 8~~ ---------------------------------------2970-----0:i98,----iO~987------- I~~ 8:8~~~ 'IllE IN'l'ERSECIIrn: 0:' LCS Software by TJl<M Transportation Consultants Condition: pn 1998 dg59 e+a w/S1!J,ij w/ wlp 98 Base Lanes 09/21/00 ~~~~--_:~:_:~~==~~~-~._--'~~-------- TJKM ME'l'lO) HIWI' TBRU LEFT ' 11 lOr r8 A <--- V ---> I Spgt? Y 1.9 3.0 2,0 2,5 --- 1170 RIGIn' SIREEI NAME' (00. OF LANES) 1.0<-- 65 THRIJ Dublin canyOn <~~ 3...1 !.:.!> 1,0 T-- 6B LEFI ~ Jo JMr Split: N STREET NAM::: Foothill ReI, cm:GINAL lIOJUSTED _ VIC CRITICAL __~_____~__~~___~~!!!____~!2______Y.L~______ NB fi(~l) d~ 13~ 3~a8 8:~g~~ un' (L 145 145 2970 0,0488 0,2696 T + R 1375 5100 0.2696 ------------------------------------------------------------------------ SB RIGHT CR) 160 160 1725 0.0928 ____~_1~1_____:g13_______=~2~______~~5 ___~~~~~ ___~!~~~______ EB RIGRT,~) 281 2011< 1650 0.1218 0.1218 ____~;:~~___ 3~__~J~______~~~ ~ Jj~~ _____________ WB itf~~) 11~ 5~ * ir~ 8:8~~ 0,1993 ~ IN'l'FllSH:.[Irn: 8:67 ~-~~9: 0.8B ~,lW,r~lms8roJ.~ APP!.m) LEIT THRIJ RIWI' - I 300 --- 2,1 38 ---> 2.1 281--T 1,0 v SIG WARRANTS: Urb=Y, Rur-=Y N W+E S LCS Software by TJKM Transportation Consultants Condition: pn 1998 dh59 eta w/SfMy 00 wlp ro Base Lanes 02/27/00 m~l.I.CN 302 Foothill Rd. /Dublin Canyon H..EASAN'l'Cl'I Count Date Time Peak Hour ------------------------------------------------------------------------ TJI<M t-ETB:D ___________ ~ RI~. ~ ~ I <-- v ---> LEFT 211 -- 3,1 1.9 3,0 2.0 THRU 85 ---> 1.1 (N:). OF LANES) RIGID' 167 --1 1,0 <~.:.~ 4..1 ~.:.~> v 71 7!7 127 LEFT THRlJ RIGHT Split? N S'.lREET NtM:: Foothill Rd, W~E S ~ I Split? Y 2.5 --- 215 RIGHT S'.lREET NAME: 1.1<--- 12 1ERU Dublin Canyon 1.1 T-- 4 LEFT v SItl~Y ___~__~~___~___~~___~~___5ZE______ NB RIGBT~ ~L<R~) 27 27 1650 0.0164 T) 707 707 6825 0,1036 76 76 2970 0,0256 T + R 734 6825 0,1075 0,1075 ------------------------------------------------------------------------ ::_~~____~~~______!~~~_______~~~_____~~~i~_____2.:.~~~_______ EB _~) 19~ ~7 " ig~ s 8:83f~ WL ks 211 ~ si88 s 8:8~s~ 0.0580 ------------------------------------------------------------------------ WB RIGHT~) 215 0 '" 2970 0,0000 MJf ~d "* ~ 19~ 8: g8~~ T + L 16 1650 0,0097 0,0097 ~ IN'l'ERSEJ:TICN: 8:18 ~-~~?: O,6~ '" ADJUSTED RR RIGHT TURN CN RED $ SPECIAL ADJUS'IMEN! APPLIED IN'l'=-JP-BASE,!NT, VOL=98ANBASE,1\M\1tB8DH59 ,It'N ,CAP=JP-PMEM. TAB LCS Software by. TJKM Transportation Consultants Condition: pn 1998 c1g59 eta w/Sfwy w/ wlp ro Base Lanes 02/27/00 ~~CN 302 Foothill ~~Dublin Canyon Peak~ ------------------------------------------------------------------------ TJKM ME'lBD RIGHT THRlJ LEFT 18t i6 1,17 <-- v --> I Split? Y 1,9 3.0 2.0 2,5 --- 215 RIGHT STREET NAME: (N). OF LANES) 1,10::--- 12 THRlJ Dublin Canyon <~.:.~ 4....1 !.:.~> 1.1 r- 4 LEFT ~ ~ JMr Split: N STREET NAME: Foothill Rd. ___~____~~___~___~~___~9____5Z~_____ NB g (Lf!}) 6~' 6~' g~ 8jcr~ LEFT ( ) 76 76 2970 8 0256 T-FR 728 6825 : 1067 0,1067 ------------------------------------------------------------------------ 56 RIGHT~) 181 181 1725 0,1049 'l:Wi ~d lSf9 lSI~ ~~~a 8:!~~2 0,3424 ------------------------------------------------------------------------ EB RIGHT ~R) 167 87 '" 1650 0 , 0527 flJl:T + L~d 2~r 2~I ~ag S g:g~~ 296 5100 S 0,0580 0,0580 ------------------------------------------------------------------------ WB U~ft) 2ll ~ '" ~~ 8:889g WL L 4 J 19~ 8:88~~ 0,0097 ~-TO-CAPK:ITY RATIO FCR '!'HE IN~nCN: 0,52 ~~,mf 8:~ ~art.EVfrbF SERVICE:' B " ADJUSTED RR RIGHT TUP.N CN RED S SPECIAL ADJI.JS'IM::NT APPLIED IN'l'=-IO-BASE,!NT, \Ur---98AWBASE ,~59 ,/Mi ,CAP=JP-PMEM, TAB LEFT TIlRIJ RIGHT I 211 -- 3.1 85 ---> 1.1 167 -1 1.0 v SIG WARRANTS: Urb=Y, Rur=Y N W~E Sf3 . LCS Software by TJI<M Transportation_~tants Condition: pn ],998 dh59 eta w/S'f:fl{no wlp'~ Base Lanes 02/27/00 IN'l'ERSEJ:TICN 302' Foothill Rd, /Dublin-Carlyon PI.EASAN':OCN Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM t-ETB:D '-;i} . ___________ ~ RI~ ~ ~ I <--- v ---> LEFT 300 --- 3,1 1,9 3,0 2,0 1ERU 38 ---> 1.1 (N:), OF LlINES) RIGHT 281 --T 1,0 <~.:.~ 4...1 !.:.!> v 141 13k 113 LEFT TIlRU RIGHT Split? N STREET NAME: Foothill Rd, __~____~~___~__~~TY___ ~9____~~~______ NB RIfWfGHT~B) 13 13 1650 0,0079 1380 1380 6825 0,2022 145 145 2970 0,0488 ----!-!-~-------------------!~~~_______~~_____~.:.~~~~_____~~~2~!_______ 56 _ fR) 161 161 !H~ g:~I5~ ____~_~1_____=~~~_______=~~~_______~Z~_____~~~~~_____~.:.~~~_______ EB ~ ~ft) 2~! 2g~ '" ig~ 0,1218 WL 300 ~gg SI8S ~ ------------------------------------------------------------------------ WB RIGHT fR) 1170 0,1987 WL ~d ~~ N W+E S ~ 2,5 L~ll10 YRIGHT 1.1<--- 65 TERlJ ~ ~ 1,1 j-- 72 LEFT v n .. SIG WARRANTS, Urb=Y, Rtu?Y . ~ III iii /: .. .. . LCS Software by TJKM Transportaticp"COOsv-ltants Condition: pn 1998 dg59 eta w/SfwY, wI wlp'13O Base Lanes 02/27/00 INTERSEl:TICN 302 Foothill Rd ,/Du1:i'tin 'cai:Iyon H..EASAN'l'Cl'I Count Date T:une Peak Hour ------------------------------------------------------------------------ ~(~ TM1 t-ETB:D RI; fa r · <--- v ---> I Split? Y 1,9 3,0 2.0 2,5 --- 1170 RIGHI STREET NAME: (N:), OF LlINES) 1.1<--- 65 1ERU Dublin Canyon o::~.:.~ 4....1 !~!> 1.1 r- 68 LEFT ~ Ja Jeb Split: N STREET NAME: Foothill Rd. ___~____~___~___~JlC!TY ___PJli9____~t.E______ NB RIGHT <R) 13 13 1650 0,0079 TIlRIJ (T) 1362 1362 6825 0,1996 LEFT+ R(L) 145 145 2970 0,0488 T+ : 1375 6825 0.2015 0,2015 ------------------------------------------------------------------------ SB RIGHT (R) 160 160 1725 0 .0928 BW ~n 19,~ 19~ ~~~5 g j~~ 0,1946 ------------------------------------------------------------------------ 281 201 '" 1650 0.1218 0,1218 .. 35S 35S !ia8 $ 8: 8~gg 338 5100 $ 0,0663 ------------------------------------------------------------------------ 1170 592 '" 2970 0,1993 0.1993 65 65 1650 0,0394 68 68 1650 0.0412 133 1650 0,0806 o :em. '!'HE INTERSE7:TICN: 0 ,72 W TIME, 0.10 - TY RATIO: . 0 82 INTERSEX::TICN LEVEL SERVICE: ' D * ADJtB1'ED :em. RIGHI TUP.N CN RED S SPfX::IAL ADJUS1MEN'l' APPLIED INT=-BJ-BASE.!NT ,VQL---9BAWBASE,fM\1t98IX359 ,EMV ,CAP--ID-PMEM, TAB ~ LEFT 300 __1 3,1 TERlJ 38 ---> 1,1 RIGHI 281 ---I 1.0 v . SIG WARRANTS: Urb=Y, Rm=Y N W+E S . iii ~\t;~ III! f\.<->1ifiI ^'-..:..l 11I1 .. . r' \ " ...a; Sclfbo1are by TJKM Transportation Consultants Condition: an 1998 clh59 eta wlSfJR:! no wlp 98 Base Lanes 02/27/00 rNTE1lSEl:;ITCN 304 F<x>thi1l Rd,/Staleridge Dr Pl.EASAN'1'CN .: Ount Date _____________!~__________P~_~_.__________..__ .. :JKM foE'l'BD --------- A RI, ~ f3 _ I <--- v ---> 2.5 l~~e NRICET 4 --- 1.0 1.1 2.1 2.0 STREET NAM::' 25 --~> 1,1 (N:>. CE LANES) 1.0<--- 12 TERU Stoneridge Dr 2 --i 1.1 <!~I r t~> 1,0 r~ 94 LUr SIB~y LUr ,TERU RICET Split? N . STREEt N!M1:: Foothill Rd. ......, MJ<lMM ~ ~ CAPACITY. iJ.flo CRI~7~ !....m--if -~)-----~~---~~-~r-~~~~~---~- 8:~~lr-----~-------- ---_!_!_~-~----------------~~~-------~!~----~~!!~!-_---~~!!~!_------ ~ ~ (~) 35~ 3~ ~~,g 8j8g~ f LEFT (L) 315 315 2970 0,1061 0.1061 t T +R 361 3375 0.1070 , es-:Ri~fR'------:Z----------2-------i650---~00i2------------------ r~--m~~..-- 3~ -------~-;----!!~---~~~~~----~~~!~------- r THRlr (T) 12 12 1725 0,0070 , LEFT (L) 94 94 1650 0.0570 0.0570 IN'IEElSEl::nCN: 0 , 30 0,10 0,40 A f.0. . :EFT l:HRU .UGBT r7~E , S r1 r :..00 Software by TJKM Transportation Consultants l. Condition: an 1998 dg59 eta w/S~ wI wlp 98 Base Lanes 02/27/00 .~ 304 Foothill Rlf~tanericlge Dr Peak~ ~t3KMMETBCD~--' ~THRU~LEFt-~~~-~~~~-~~~~-~~~-~~~~-----~-~~~-~- ~..;.------ A i 3i2 r4 I <--- v ---> I Split? N 4 --- 1,0 1.1 2,1 2,0 2.5 --- 378 RICET STIlEET NJlME: 25 ----:> 1,1 (N),QF LANES) 1,0<--- 9 TERU Stonericlge Dr 2 --I 1,1 <!.:~ 3,,1 !~!> 1.0 r- 71 LEFT v J ~ ~~ Split: N STREET NtM:: Foothill Rd, __~____~ __~___~~____~!9____~~______ ~ _~~~~____:~~_______~i___~~_____~~~~ii_____~.:!~~_______ 56 RIeHl' I~) 3 3 1650 0,0018 ~ lml ~tJ ~ft n~ ~~5 8:~8~ 0.1057 r~___!_~_______________~~~_____ 3375___~~~~_______________ r1: ~. 'll<E N rW~E SIG WARIWn'S: Urb=Y, RuI:=Y IEJ3 _~) WRks rW3 f : ~ 4 0,0164 ~ 4 27 64* 0,0012 0,0152 0.0430 0.27 0,10 0,37 A '~ t ,i 64'-/ LCS Software by TJKM Transportation Consultants Condition: pn 1998 clh59 e+a w/S~ nowlp.98.Ilase.Lanes 02/27/00 IN1'ER5El:TIrn 304 Foothill Rd, /Stonericlge Dr l?LFA':iAN'l'CN Coont Date Time Peak Hour ------------------------------------------------------------------------ TJKM METIID ----------- A RI~ ~ ~ I <-- v ---> 2 --- 1,0 1,1 2.1 2.0 22 --> 1.1 (00, OF LANES) 3 --T 1,1 1.0 3A1 1,1 v <--I 312 r:> LEFT TBRIJ RICET Split? N STIlEET NAM::: P<x>thill Rd. ___~____~~_~-_~~~!!!_~~9---~~----- NB RICE' ft) 64 64. 1650 0,0388 TERU ( ) 392 3925 510500 0,0769 Tr:t"V ) 5 456 ~~oo 8:gg~ 0.0030 ------------------------------------------------------------------------ 56 RICE' <R) 10 10 1650 8 0061 TERU (T) 795 795 3375 :2356 ~R(L) 445 ~~ ~~}g 8:~~ 0.2385 ------------------------------------------------------------------------ EB RI<E ft) 3 3 1650 0.0018 ----~~!_~-------~------_.._~------_!~~-----~~~~-----~~~------ WB ~~) ~~ l!~ * f,~g 8 :8r~~ LUr ~d 132 132 1650 0,0800 ~mT~~ INTERS&:rICN: ~~-~cF~~: * ADJUSTED :rrn RIGHI' 'l'tlRN CN RED INT=98BASE, nIT ,VOL--98ANBASE, EMV+98DH59,:EM\T ,CAP=9!W1EM, TAB LEFT TERU RI<E ~ I Split? N 2,5 --- 562 RI<E STREET NJlME. 1,0<-- 34 TERU Stonericlge Dr 1,0 r- 132 LEFT v N W+E S SItl~Y 0,0800 0,34 0,10 0,44 A LCS Software by TJKM Transportation Consultants Condition: pn 1998 clg59 e+a w/SfJR:! wI w1p 98 Base Lanes 02/27/00 :INTERSEX::TIrn 304 Foothill Rd, /Stonericlge Dr :P.l.EASAN'l'CN Count Date TJlIle Peak Hour TJKM-METBOD-----~-~..RiG8i-T8Ru_rtEFT~-----------------~------------------ 11 7r 1"0 <--- v ---> I Split? N 1,1 2.1 2,0 2,5 --- 562 RIGHT STREET NAME' (N). OF LANES) 1,0<--- 26 TERU Stoneridge Dr <!~~ 3,,1 !~!> 1,0 j~~ 98 LEFT j ~ J~ Split: N STREET NAME: Foothill Rd, ___~____~___~___~~___~lo __5Z~_____ NB ~fr) 3~~ 3~ !~a8 8:8m ~R) 14 3M 3~a8 8:899~ 0,0085 ------------------------------------------------------------------------ 56 Rl!THRlJ<E J.R) 10 10 1650 0,0061 (t) 7~7 757 33}5 0,2243 ~V ) 4 0 ~~9 ~~7g 8J~~5 0,2273 ------------------------------------------------------------------------ EB W(fP ~ ~ m8 o,oo~ WR( ) 2 2* 1~38 8:8~~ 0,0145 ------------------------------------------------------------------------ WB ~('~~) 122 * 2970 0.04U LEFT (t) ~ ma 8:8~ 0.0594 RATIO FCR nIE IN'l'mSB':rICN: 0.31 LCS ~RJRf 0,10 OF Sl:RVICE: 0,41 ~~,lit,~~~5~,EM'l,~~,TAB LEFT TERU RICET 2 _J 1,0 22 ---> 1.1 2 --j 1.1 v SIG WARIWl1'S: Urb=Y, Rur=Y N W+E S LCS Software by TJKM Transportation Consultants Condition: an 1998 dh59 eta w/Sfwy no wlp 98 Base Lanes 02/27/00 ~t!~__:==_~-~..!~~~~~-----~!:~-~------- TJKM_~ ~ ~~r ~ I <--- v --> I Split? N LEFT 231 --- 2.0 1,9 3.0 2,0 1,9 --- 101 RICE! STREET NAME' TERIJ 1414 --> 2.0 (N:). OF LANES) 3,0<--- 851 TERU Stoneridge Dr RIGHT 525 --I 2,0 <~:~ 3~0 !~~> 2.0 1-- 25 LEFT v 6J 5!7 182 v . LEFT TERIJ RICE! Split? N STREET NAM':: Hopyaxd Rd, --------------~ -~--~~----~!~----~~------ 82 82 1725 0,0475 ~~ ~~ ~~5 8:m8 114 114 1725 0.0661 ~ ~58 ~~~5 8 :i816 525 445 .. 2970 1M1 1Mi ~18 101 101 W~E S SIG Wl\RRANTS: UI:b=Y, Rw:=Y LCS Software by TJKM Transportation Consultants Coo:Iition: an 1998 dg59 eta w/Sf'My w/ wlp 98 Base Lanes 02/27/00 &.m~OO 313 Hopyard RdT~eridge Dr Peak ~ ------------------------------------------------------------------------ !~~ ~ RI,~ra ~ I <-- V ---> I Sp4t? N LEFT 204 --- 2.0 1.9 3,0 2.0 1.9 --- 100 RICE! STREET NAME: TERIJ 1329 ---> 2,0 00. OF LANES) 3,0<--- 821 TERIJ Stoneridge Dr RIGHT 189 --I 2,0 <~:.~ 3...0 !:.~> 2.0 r- 28 LEFT W ~ E v :J ~ RI~ Split: N STREET NAM':: Hopyard Rd. _~ __~~- ~__~~1"i____~2____5Z~_____ :a__~~l3)____~_______~~_______~~~ ___~~~~_____~~~~______ :Jlf ~~~___JJ_____J~~__~~___JJit___~~~686 ____ :Jjf ifi> __~t____=~~t:____~~:_~j~~___~:~______ ~ R~3 2970 ~.. 0.0094 0.0084 0,75 8,09 ,~ SIG Wl\RRANTS: Urb=Y, Rw:=Y 0,0094 8:~fi 0.72: sg;S 103 Software by TJI<M Transportation Consultants Condition: pn 1998 dh59 eta w/Sf'My no wl:p 98 Base Lanes 02/27/00 INTERSEI::TICN 313 Hopyaxd Rd., [Stoneridge Dr FI.EASAN'l\:N ~~~!:_-----------------_!~-------------~~-~-------------- ~~~ ~ RIir~ ~ I <--- v ---> I Split? N LEFT 438 --- 2,0 1,9 3,0 2,0 1,9 ---20i RICE! STREET NAME' TERIJ 1560 ---> 2.0 (N:>. OF LANES) 3,0<-- 1152 TERIJ Stoneridge Dr RICE! 654 --I 2,0 <~:~ 3~0 !:~> 2.0 1- 182 I:J':FT v 7J J9 176 v LEFT TERU RICE! Split? N STREET NAME: Hopyard Rd., ___~____~___~--~~ __.;J,flo __~~_____ NB Bif~B) ~i 9~ Mij 8:1l 0.2552 ------------------------------------------------------------------------ SB RIGHT~) 262 1725 0.1519 MJf ~d ~~~ ~~5 8:U~f 0.1445 ------------------------------------------------------------------------ ::__~iti~____~~~___________________________~~~~______~~~522_______ WB ~ (,q.) LEFT (tS 0,0613 0,91 0,01 0,92 E . . ... N W+E S SIG WlIRRANTS: UJ:b=Y, RUr=Y .. i. .. .. .. . LCS Software by TJKM Transportation ConsUltants Caldition: pn 1998 dg59 eta w/Sfy,y w/ wl:p 98 Base Lanes 02/27/00 ~JOO 313 Hopyaxd Rd.T~eridge Dr Peak ~ ------------------------------------------------------------------------ TJKM ME1'I:ID RIGHT TBRU LEFT --------- ^ 23j 6j1 r ~ I <--- v ---> 1,9 L~l't9?9' NnT,..,... LEFT 425 --- 2,0 1.9 3.0 2,0 <U\:>IU STREET NAME' TBRU 1390 ---> 2.0 00, OF LANES) 3.0<--- 1074 TBRU Stoneridge Dr RIGHT 319 --I 2,0 <~~~ 3AO !~~> 2,0 ,-- 211 LEFT W ~ E v ~ l JMr Split: N STREET NAME: Hopyard Rd. ". ---~----~~--~~--~~-~~---~~------ :__~i~~____~!L_____J~t______~~____ g:m~ ___~:.!744 ____ .. :__Ili~~___jt_____~~ _____~~__ltl~___~~=:~=______ ,~~ ::__~i~~____~~______=~_:_____~}~__l~g~___~~~~::_______. WB _ <:t~) 15,2 15,2 3I~ 8J~ LEFT (L) 211 211 2970 0.0710 0.0710 ~~~ICN: 8:6~ If$l~sl1ftgt~~~?: 0., .. ADJUSTFD FCR RICE! 1URN CN RED INT=98BASE. INT, VOL=98/lWBASE,EM\ft9sros9,IMV,CAI>:98AM!:M, TAB ~. - II SIG WARRANTS: Urb=Y, Rm:=Y . .. .. . r i.cs Software by T.m1 Transportation CaIsultants ,~tion: an 1.998 c1h59 e+aw/SlWYrio wl;P B:l Mif.r.anes 09/21/00 f ~gCN 313 ~ Rdt~eridge Dr' Peak ~ ;~.f~~~~-Rr1-f ~--~------------ r= 1:~. =:;i:~ :~~ ;:;;::~~:~~~~~ N= ~~eh~Or RIGHl' 525 -T 2.1 <~~ 3...0 ~~> 2,0 r- 25 LEFT r v J J I v ! ;; ~ E LEFT ~ RI~ Split? N .~ ',.,<, , STREET N.:'!ME: Hopyard Rd. r~--~-~ . ~___,_CM~ ~~__5~__ C~ mY (J.li) 50S; s3~. sr~ 8: 8~~5 LEFT (t~ 686 686 2970 0.2.310 0,2.310 ----------------------------------------------------------------------- r:-~ ~B) __ M8 __J~______~~ t!I__~~~:~::----- , EB RIGIT~) 525 445 ,.. 2970 0.1498 ,. fW.t ~d IMi lMi ~98 8 :~H~ T + R 1859 6420 0.2896 0.2896 r-WB-~-~------------------------!~---- 8:~~---------------- t LEFT 5E~ 2970 0.0084 0.0084 \... IN'1'.ERSEX:TICN: SIG WARRANTS: Urb=Y. Rw:=Y (":, l .LC5 Software by TJI<M Transportaticn Calsultants Condition: an 1998 dg59 eta w{Sf!fly w{ wlp ro Mit Lanes 09/21{00 r.~~~CN . 313 ~ Pdt~iclg~_~~___~-~---~ . TJI<M ~ RIGHl' TBRlJ LEFT .'---- ^ l1t 3f5 tOO ^ I <-- v --> I Sp4t? N (:LEFT .204 -2.0 1.9 3.0 2.0 1.9 - 100 RIGIT STREET NAME' t.TBRU 1329 ->3.1 (00. OF LANES) 3,0<--- 821 T.BRIJ Stoneridge Dr RIGIT 189 --T 2.1 <;E 3...0 1.9> 2,0 T- 28 LEFT v ;J ~ ~ Split: N STREET N.6M::: Bopyard Rd. M:l'lM:NT ~ ~ C'.APJCI'lY iJIio ~ rNB--_~)---i~---,-!i----!I~---~g~f~'"""""------- t LEFT R3 450 450 2970 0.1515 0.1515 f ----------___-----~----~----__:-.~~-,....~,:""":"',~....,~__: ~.~If~tr _~ ______~____~_____t~H~_~~~_ ; 'EB ~~~) ~ 1~'" ~8 8:~~~ 0.2.606 \ __ ~.!_:___~___lt~____Jfzg __t~t__________ WE RIcm~) 100 17~ 0.0580 r llW ~d ~ ~li~o 8:on22 0,0094 , 'N::m RATIO FeR THE Drri.flSB:;rICN: 0,49 , _ ~A~: 8:33 LEVEL CF SFINIcE";' A C. ~~.~9.PMI.(:AP=MrNMEM.TJiB i ('"'1'1 ~ E t . S r SIG WARRANTS: Urb=Y. Rw:=Y r ) o9~ I.CS Software by TJI<M Transportation Consultants Conditicn: pIl 1998 dh59 e+a w{SfYtyrio wlp 00 Mif. r.anes 09/21/00 IN'I'EllSFcrICN 313 &pyard Rd. {StCnerlclge .nr .... .~. Count Date T:une Peak Hour ------------------------------------------------------------------------ TJI<M ~ -------- ^ RI, r r ^ I <--- v --> I Split? N LEFT 438 -- 2,0 1.9 3.0 2,0 1.9 --- 202 RIGHT STREET WME:' TBRlJ 1560 ---> 3.1 (N:), CF LANES) 3.0<--- 1152 TBRU Sta:leridge Dr RIGHT 654 --T 2.1 <~~ 3...0 ~~> 2,0 r- 182 LEFT W~E v 751 ab9 176 v S LEFT TBRU RIGIT Split? N STREET Nt'M:: Hopyard Pd. ___~__~W_~~---~~ RXf!~_~~____ NB If~fr ~J ~J ~~ tml 0,2552 ------------------------------------------------------------------------ SB mf~B) ~m ~~ .~~~ 8:lill 0.1445 -----------------------------------------------------------------------~ EB lif ~B) 654: 1i * ~8 8J~~ T + R ~ 2.134 64~g 8:~~24 0.3324 ------------------------------------------------------------------------ WB -LEFT (~) !i~ 8:~~ dJ 2970 0,0613 0.0613 IN'IEBSEI:TICN : SItl~y 8:b~ 0,86 D I.CS Software by TJI<M Transportation Calsultants Condition: pri 1998clg59 e+a w/SfWYwlwlproMit Lantis 09{21{00 IN'l'E1lSEX::TICN 313 Hcipya:ro. Pdt,stoneridBllnr ... ...~ Count. Date :une Peak BOOr m u ------------------------------------------------------------------------ TJI<M ME:TB:D --------- ^ RI; T f ^ I <- v ---> I Sp4t? N LEFT 425 --- 2,0 1.9 3,0 2.0 1.9 --- 199 RIGHT SIREE1' NlM:' TBRU 1390 --> 3.1 (N:). CF LANES) 3,0<--- 1074 TERI1 St.oneridge Dr RIGIT 319 --T 2,1 <~.:.~ 3...0 ~~> 2.0 r- 211 LEFT v 511 J7 181 v LEFT TBRlJ RIGIT Split? N S'lREE'l' NllME: Hopyard Pd , __~___~___~__~~~_~_~9____~____ :Jl[gj~_____iL___J!t____~ij ___1~*2 __~.:.!Z~______ SB . _~) rsI ~I !r~ 8:B~ 0.1335 ___~ ~~1______~~~______~~Z______~_2____~!~!__________________ EB Ir~ff) 1~~ 11~* ~641~g g:~m 0.1431 T + R 1829 20 0.2537 ------------------------------------------------------------------------ WE iif~ft) l~n 1m ~~ 8:~~a 0,2075 \lJL1lE-TO-CAP1lCTIY RATIO FeR THE m~nCN: 0,66 ~~~: 8,~g ~CN LEVEL OF SERVICE: ' c ~~.~80059.;.;;~~;;:r;.. N W+E S SIG WI\RRANTS: Urb=Y. Rur=Y LCS Software by TJKM Transportation Consultants Condition: an 1998 dh59 eta w/Sf:Ry no wlp 98 Base Lanes 02/27/00 ~CN 344 Springdale Av/Stoneridge Dr ~ Count. Date Time Peak Hour -----------------------------------------------------------------------~ TJKM ME1KD -------- ^ RIi 71' I <-- v ---> LEFT 45 -- 1,0 1.0 1.1 2,1 THRlJ 398 ---> 3,0 (N:). OF LANES) 3,1<--- RIGHT 19 -i 1.0 <~~ 1...0 ~.:.~> 1.0 r- v 71 15 h2 v LEFI TBRIJ RIGBT Split? Y STREET !WE: Springdale Av ___~ __~__~___~~____~.E___~~____ ::__~~~~_____~~_________2~_:_____!~~_____~~~!~~_____~~~:::_______ SB RIGHT~) 22 0 .. 1650 0,0000 aw ~d 89 89 ~~18 8:8~ ____!-!~_____________________~________~~~____2.:.~~~~_____~.:.~~~_______ ~__~~t1~____~~_______=~_:_____};~_____~~~~____~.:.2~~____--- WE _~) 2~g 2~g ~~58 8:~~ 0.2242 ~R ~d 82 8~ 3~58 8: ~Ib - 'ICIT'f. RATIO FCR TEE IN'l'ERSEX::TICN: \UW~.tS~RATI~: ICN LEVEL OF smvICE: ~,im,~ms80059,PW,CAP=98AMEM,TAB ^ I Sclit? N 1,1 --~.370 RIGBT STREET NPM;' 455 'l'ERU Stoneridge Dr 82 LEFT N W+E S SIG WARRANTS: Urb=Y, Rur=Y 0,34 0,10 0,44 A .. LCS Software by TJKM Transport.at.ion Consultants Ca:ldition: an 1998 cIg59 eta w/Sf:Ry w/ wlp 98 Base Lanes 02/27/00 ~JCN 344 SpringdaleT~Stoneridge Dr Peak~ ------------------------------------------------------------------------ TJKM ~ RIGHT TBRIJ LEFT i 7 188 ^ <--- 1 ---> I Split? N 1,0 1,1 2,1 1.1 --- 371 RIGBT STREET NAME: (N), OF LANES) 3,1<--- 430 THRlJ Stoneridge Dr <~.:.~ 1...0 ~~> 1.0 r- 73 LEFT uJ In J~ Split: Y STREET Nt!ME: Springdale Av ---~----~---~---~~----;jf!~----~~~------ ::_~1f!~_____~~~_________~~_:_____~~____ g~~~~~-----~~==~------- SB mJ!(p-) ~ 9" Ig38 8:882~ W-L ( ) 88 ~ ~~8 8:8~8 0,0320 ------------------------------------------------------------------------ EB RIGHT~) 19 0 .. 1650 0.0000 ----~ ~~-----_:~~-------_:~~------_!~~-----~~~~~~-----~.:.~~~~------- WB RIGBT,~) 371 371 1650' 0.2248 0,2248 fWl tts 4~g 4~g I~gg 8:8~H T + R 801 5100 0.1571 ~~~ INTrnSB::l'ICN: m~ftnt~~?: .. ADJUS'IED FeR RIGHT TURN CN RED IN"l'=98BI\SE. INT, VOIr--98lIWBi'SE.J\M\1+9aros9 ,PM{, CAP=98lMM. TAB LEFT 'l'HRU RIGBT I 45 --- 1,0 357 ---> 3.0 19 --j 1,0 v SIG WARRANTS: Urb=Y, Rur=Y N W+E S 8:I~ 0,41 5q1 LCS Software by TJKM Transportation Consultants Condition: p:n 1998 dh59 eta w/Sf:Ry no wlp 98 Base Lanes 02/27/00 INTERSEI:l'ICN 344 Springdale Av/Stoneridge Dr ~ Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM ME."l'B:D II ~ --------- ^ RI, 1 fTI I <--- v ---> 69 --- 1,0 1.0 1,1 2,1 447 ---> 3,0 (N), OF UlNES) 57 --j 1,0 1,0 1...0 1,0 1.0 i-- v <-:1 19 I:> v LEFT THRlJ RIGBT Split? Y STREET NAME:: Springdale Pw ___~____~__~___~~ _~~____5z~___ NB RIGHT .\.R) 94 14 '" 1650 0,0085 t.Wt ~d 51 51 l~ 8: 81i 0,0342 ------------------------------------------------------------------------ SB RIGBT:p}) 89 9 .. 1650 0.0055 fI!f ~d 6~ 6~ ~18 8:~3g~ T + L 681 2970 0.2293 0,2293 ------------------------------------------------------------------------ EB _:P}) 57 3~1g 8 :8g&2 ____~_i~~______~~_________________~~~_____~~~~_____~.:.~~!~------ WB ~t~ !~58 8:ro~~ 0.2576 238 3~58 8 JMt RATIO FeR TEE llirl:l<Sa;ltCN: LEFT THRlJ RIGBT 1,1 L~~ NRIGHT 3,1<--- 546 TBRIJ ~~~i~k' 238 LEFT Ii W~E S SIG WARR!\N'I'S: Urb=Y, ~Y " .' ., ,. - 0,56 8,10 ,66 B ...'! .. .. LCS Software by TJKM Trans}Xlrtation Consultants Condition: p:n 1998 dg59 eta w/Sf:Ry w/ wlp 98 Base Lanes 02/27/00 IN'l1'.RSEl::TICN 344 Springdale ~/Stoneridge Dr PeakHEASl\N'.L'O'l Count Date Time-Hour ------------------------------------------------------------------------ TJKM ME."l'B:D RIGHT THRlJ LEFT , ri19 ^ <--- v ---> I Sp4t? N 1,0 1,1 2.1 1,1 --- 426 RIGHT STREET NAME' (N), OF LANES) 3.1<--- 503 THRlJ Stoneridge Dr <!.:.2 lAO !.:.~> 1,0 T-- 206 LEFT 31 19 178 v LEFT THRlJ RIGHT Split? Y S'IREET NAME: Springdale Av ___~____~___~___~~_____~____~Z~______ ::__~lf.t~______~!_________~_~____~~~____~~~!~_____~~~~:_------ iii SB -(Lt~) ~~ 57 '" Ig~ 8:8g~ WL ( ) 619 g,~ ~~8 8:~~ 0,2276 ------------------------------------------------------------------------ ::__~~t!~_____:~________=~~_____~______~~!~_____~.:.2~~~_______ III 426 426 1650 0.2582 0.2582 ~~ ~ Iggg 8:mg 929 5100 0.1822 :lTY RA'l'IO FeR TEE IN1:J:.t'Sa.-rIOO: LC5T YFJJ..J::1n TlME: CN-~g~~: .. ADJUSTED FCR RIGBT TURN CN RED INT=98BllSE, INT, \U=9B!\WBASE ,EMV+98D359.lMl ,CAl'=98AMEM, TAB i. .. ^ LEFT 69 __1 1,0 'l'ERU 388 ---> 3.0 RIGBT . 54 --I 1,0 v .. SIG WI\RRAN'IS: Urb=Y, :Rur=Y N W+E S . WB RIGBT~) fWf~d T+R 8,56 ,10 0" . .. .. .. r-- f /"'"" i CS Software by TJEM TJ;ansportatian Consultants \,._ .:anditian: 'an 1998 dh59 eta w/Sfwy no wlp sa :Base Lanes 09/21/00 m~rrCN 345 Stanaridg Mal/StOOeddge Dr ~ Count Date Time ' Peak Hour ~------------------------------------------------------------------ j ~~~ A RI'1~ A I <--- V ---> I Solit? N LEFT 30 --- 1.0 1.1 0.0 3,1 1,5 --"~124S RICET ~ 592 ---> 3,0 roo, OF LANES) 3.0<-- 790 THRlJ ~i~6r .\:;: 0 -L 0.0 <~~i O( 1~> 0.0 r- 0 LEFT SI~Y r.. S un THRlJ RICET Split? N :.,'; ,stREET NJM::" 'StaneridEj Mal , , ~-~---~~---~---~~ ~-~---~~~~~-~--~ SB RICET (R) 28 28 1650' 0,0170 . . ~~__~R (~~~____:~_______~~1 ____ ~~L--.1~____~~~~~~_____ :. ~_~ ~fl_____~~________=~~______~~~___~~6r~___~--~~!~___----~ WE 1,~ .,. !~~ 8:~ 0.6964 ,.<1.. t 0 FeR THE m~CN: lor,"';' 0.78 8:g~ D r--~.fi1f,~&aooss,lW,~.TAB f t 1 ,r ~LCl3 SoftwaJ:e by TJEM Transportation Consultants I p:mditicn: an 1998 dg59 eta w/SfJ./y w/ wlp 98 Base Lanes (}9!21/00 &m~~CN 345 StOneridg ~stonaridge Dr peak~ ------------------------------------------------------------------------ TJI<M Mmm RIGm TBRtI un r------':--- I <-j t r~> I Split? N LEFT 30 --- 1.0 1.1 0.0 3.1 1.5 --- 1245 RIGm STREET NAME: THRlJ 512 --> 3.0 (N:). OF LANES) 3,0<--- 757 TERlJ Stonaridge Dr ~RIcm 0 'I 0.0 <~~~ 0..0 2~2> 0.0 r- 0 LEFT fwIE v Jn1~~SPlit: N F STREET NAME: Stoneridg Mal 4 MJIJEM':NT ~. ~ CAPK:I'lY J!fi.o CRI~g^L , SB-- rt@-8)---;i-----:-F~------i~1~---8 :8Mr~:-~--~-----~:=--- , T + R(+ L 279 4290 0,0650 0.0650 P~~]jj-~f1-==5~ -===~ -~~___I~~~=]~8~~f=_ o~~~~=~~~~ WB mP' (r,-) 'i~1 s~;g g: ~~f (), eS5S m~l.Lw: SIG WARRANTS: Urb=Y, Rur=Y r- 8:b~ 0., ~ 1.- r-.:::. f j l r"" , I l Scr8 LCl3 So:ftNlare by TJEM Transportation Consultants Condition: pn 1998 dh59 eta w/Sfwy no wlp 98 :Base Lanes 09/21/00 e:.n~grn. 345 Stoneridg ~Stoneridge Dr Peak ~ ------------------------------------------------------------------------ TJEM ME'IBD ----------- A RI~ ~ ~ I <-- v ---> LEFT 25 --- 1.0 1,1 0,0 3.1 THRlJ 1126 --> 3,0 (N:). OF LANES) RICET O'-T 0,0 <~.:2 0...0 ~~> v ! 10 I 0 LEFT THRlJ RIGHT Split? N STREET lW1E:: Stoneridg Mal ---~----~---~---~~----~~---~~~----- SB ~(~~ 17~~ u~ 1m um 0,4224 ------------------------------------------------------------------------ EB TERlJ (T) 1126 5175 0.2176 LEFT (L) 25 1650 0.0152 0,0152 ------------------------------------------------------------------------ l~R .,. 3~~g 8:n~~ 0,2836 THE Th~l!I:N: 0.72 0" g:~ D A 1. 5 L~Pfi~~ NRICET STREET NAME' 3.0<--- 1126 THRlJ Stoneridge Dr 0.0 T-- 0 LEFT v LCl3 Software by TJEM Transportation Consultants Condition: pn 1998dg59 ef"it w{Sfwy w/w1P~a~eLaiies09l21'0() nr~w 345 Staneridg M,ll/Stoneridge Dr ~ Camt. Date TlIlle Peak Hour ------------------------------------------------------------------------ TJKM MEmD RIGm THRU un , 0 1157 A <--- 1 ---> I Split? N 1,1 0,0 3.1 1.5 --- 1140 RIGHT SIREET NAME: (N:), OF LANES) 3.0<--- 1052 TERlJ Staneridge Dr <2~2 0..0 ~~~> 0.0 r- 0 LEFT ! I I v LEFT THI<8 RIdh: Split? N STREET NAME: Stcneridg Mal CRIGINAt. ADJUSTED V ICO OUTICAL ___~_____~ ____~~___~~___~______ V/C________ sa f1W(a> 17g9 17~9 !~ 8:2~8& _---!-!_~~_~_______~_______!~_______~~~___2~~~~~_____Q~~~~_______ W~E S A LEFT 25 _J 1. 0 TERIJ 1059 ---> 3.0 RIGBI 0 -- 0.0 ~ W~E S 10~3 ma 8:cr~~ 1650 0.2812 5175 0.2033 m~1ICN: WB SIG WARRAN'l'S: U:rb=Y, Rui=Y SIG WARRANTS: U:rb=Y, Rui=Y 0.0152 0.2812 8:ifi O,8~ LCS SofboIare by TJKM Transportation Consultants Condition: au 1998 dh59 e+a w/Sfwy no w~ 98 Base Lanes 02/27/00 m.o:=tL'IICN 346 1-680 SB/Stonerlclge Dr PU:I\SANTCN ~~-~~------------------_!~---------------~=~-~-------------- !~-~ A RI~1~ I <-- v ---> LEFT 0 -- 0.0 2,0 0.0 2.0 TERU 731 ---> 3.1 (N:), CF LANES) RIGHT 217 --T 1.4 <~~~ OAO ~~~> v ! 10 I 0 LEIT nlRU RIGHT Split? N STREE:r NAME: 1-680 SB ___~__~---~---~~!!----~----~~Z~------ ~__~~____!~t_~ :____J~tiJj~~~_____~~~~~______ EB _ (~) ~n 7ll *$ s~58 8 j1~~ T + R 808 5100 0,1584 ------------------------------------------------------------------------ WB _ fR) JYt Jft *$ 3~ $ 8, g739 T + R( ) 1336 3590. 0:31~ 0,3721 ~~m~dCN: 8:8t li~.k,>~Mtft~~?:. 0" ." lIDJUSTED FeR RIGHT TURN ~ RED S SPEl:IAL ADJUS'lMEN! .APPl.IED INT=98BlISE,!NT. VOIr---98ANBASE,~ ,PMi,CAP=9BAMEM. TAB I Solit? N 1,4 ___,u262 RIGHT 3,1<--- 1214 TERU ~~eh~k 0,0 1-- 0 LEIT v W~E S SIG WAERl\N'IS: Urb=Y, Rut=Y LCS Software by TJKM Transportation Consultants Canditicn: !Ill 1998 dg59 e+a w/Sfwy wi w~ 98 Base Lanes 02/27/00 ~CN 346 1-680 sa/S~idge Dr Peak~ ------------------------------------------------------------------------ TJI<M M::TB:D RIGHT TBBIJ LEFT ----------- A 54f 10 T7 A I <--- v ---> I Split? N LEIT 0 -- 0,0 2.0 0.0 2.0 1.4 --- 222 RIGHI' STREET Nl!ME: TBRl1 670 --> 3.1 (N). CF LANES) 3.1<--- 1207 T8RlJ Stoneridge Dr RIGHT 200 --I 1.4 <~.:.~ OAO 2.:.2> 0.0 t- 0 LEFT v - I 10 I 0 v ~ TBRl1 RIGHT Split? N STREET NAME: 1-680 sa ___~____~___~___~~___~!Cl___~'ft.ft______ ~J;W=~~___~~~____~~9~ :___J~~1__~J~~_____~~~~_______ 200 60 *$ 1650 0.0364 670 9~g ~188 8 :lU1 ------------------------------------------------------------------------ 222 82 *$ 1650 $ 0.0497 1207 ~ ~~ g:~~~ '!>CITY RATIO FeR THE INTERSB::TICN: - ~~: LE\IE[. CF SERVICE: . ~.Wf.~&sro5~,~~ APPLIED N W+E S SIG WI\RRAN'IS: Urb=Y. Rut=Y 0,3591 0,83 0,05 0,88 D 5.09 lCS Software by TJKM Transr:ortation Consultants Condition: pn 1998 dh59 eta w/Sfwy no w~ 98 Base Lanes 02/27/00 ~CN 346 1-680 SB/S~idge Dr Peak~ --------------------------------------~------~-------------------------- TJKM METB:D . . RI; 1 ro 1 <--- v ---> LEFT 0 --- 0.0 2,0 0,0 2,0 T8RlJ 2252 ---> 3,1 (N:), CF LANES) RIGa! 580 --T 1.4 <~~~ OAO ~:~> v ! 10 I 0 LEFT TBRl1 RIGHI Split? N S'IREEl' NtoME: 1-680 SB ___~____~~___~___~____~~_~zft______ ~_~i~~~____~~~_______~~_=____J~~~_~___~~~~_____~~~~~___---- 580 440 $ 1650 0,2667 2252 2252 * 5100 0,4416 2692 5100 0,5278 ------------------------------------------------------------------------ l~rz J~~ *$ ~g~ $ g: 1~1 2282 3590 0.6357 0,6357 THE INTERSEX:TICN: 0,99 TIME: 0,00 et?: o,~ * ADJUSTED FeR RIGHT TURN cti RED S SPEl:IAL ADJUS'1MENT APPLIED INT=98BASE,!NT .\U.=98ANBASE,EM'l+98DH59,EM'l ,~. TAB A I Spl~p N 1. 4 --- 800 RIGHI 3,1<--- 1532 TBRl1 ~~Ji~Dr 9,0 T-- 0 LEFT v ~ .. N W+E S SIG WARRANTS' Url:FY,. ~Y " . -f. . ii . .. III lCS Software by TJKM Transportation Consultants Condition: pn 1998 dgS9 eta w/Sfuy wI wlp 98 Base Lanes 02/27/00 ~cti 346 1-680 SB/S~idge.Dr Peak~ ------------------------------------------------------------------------ TJKM ME1HlJ RIGHT TBRl1 LEIT 69, ' ( r9 <"",:-- V ---:> 2,0 0,0 2,0 (00. CF LANES) 0.0 0...0 0,0 <--I lor:> LEIT TIlRU RIGHI Split? N ___~____~~~_~~!!___~2_~_____ .. ~__~igf~_____~_______~t:____J~ ~~~~~--~.:.~~~!------- EB RIGHI~) 660 520 *$ 1650 0.3152 ~R ( ) 2116 ~M~ ~188 g jl~~ ------------------------------------------------------------------------ \o1B 745 605 *$ 1650 0,3667 1503 iI8~ ~~ $ 8 j~9i 0.5872 FeR THE IN'l'ERSEX:TIcti: 0,85 0:' 8:g~ CE: D ~,Wf,\\\~~lfk8005~.~~ APPLIFD ~i ~'$~ .. A LEFT 0 _-1 0,0 TIlRU 2116 ---> 3.1 RIGHI 660 --I 1.4 v A I Split? N . 1 4 --- 745 RIGHT , STREET NAME' 3,1<--- 1503 TBRl1 Stoneridge Dr 0,0 T-- 0 LEFT v . SIG WARREINTS: Urb=Y. Rut=Y N W+E S ~"*":' .. III .. .- .. iii . r , 'm Software by TJKM Transport.ation Consultants ~~c: 1: ~80 e;:/:i;eW: 00 Base Larie~ 02/27/00 t ount Date Time Peak Hour ! :~~-~-~----~~-~------------------------------------ rErr .a ._J . O. 0 <i~8 0:0 3~(t 1.4 L~~~ NRIcm '.HRIJ 731 --> 3,1 (00. OF LANES) 3,1<-- 1214 THRJJ ~i~6r arcm 217 --I 1,4 <~~~ OAO ~~~> 0,0 j-- 0 LEFT r'~E v ! 10 10 v SItl~Y i . S LEFT THRJJ RIGil' Split? N STREET WME:: 1-680 SB r-. M::l'lEMm ~ ~ CAPPCIT'i FJ!lio au~~ I. ..---------------------.,..-,..---,..,..--,..,..,..----,..--,..----,..-,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..-,.. , ~~--~~:_--_!~~------_!~~:_----~~~---~~~~~-----~~~~~~------ EB RIGil' CR.) 217 77 *$ 1650 8,0467 THRJJ (T) 731 731 5100 ,1433 ~:--_!_!~------------------~~-------~!~~-----~~~------,..----------- t IE U(f~) J~ Illi *$ . ~ga8 $ g:g~~~ V T + R 1336 3590 0,3721 ffNrr~M' INTE&SEl:TICN: -~~~?:, r, , I""": . tire Software by T.JI<M Transportation Consultants Condition: pn 1998 dg59 eta w/Sfuy wi wlp 00 Base Lanes 02/27/00 ~--_:~~:=~ ~~~~~~-~~-~------~~~~~~--~~~.~~.. . T.JI<M ME:IHD RIGIlT 'l'BRlJ LEFT t ------- ~ 84f 10 1r ~ I <--- v ---> I Split? N o --- 0,0 1,8 0.0 3,0 1,4 --- 22Z RIGHT STREET NAME' 670 ---> 3,1 (00. OF LANES) 3,1<--- 1207 'l'BRlJ Stoneridge Dr 200 --I 1.4 <~~~ OAO ~~~> 0,0 r- 0 LEFT v ! 10 I 0 v LEFT 'l'BRlJ RI(Hl' Split? N STREET NI'ME: 1-680 SB CRIGINAL ADJUSTED V IC auTICAL M::l'lEMm VlJLl.M: ~ CAPPCI'l'Y RA1'IO, VlC ~----------------,..--------------------,..-------,..---------,..---,..,..,..-------- '..,,~~~..4r___1~t______!~~L:____~~_~_Jj~!L___~~~~~~______ " EB RIGil'~) 200 60 *$ 1650 0.0364 ~R ( ) 670 9~8 3t88 8 J~!1 riWB ~~~)----~----ii*$----~~i-;--T~;r----:~::::------- \U.U1E-TO-CAPPCIT'i RATIO INTE&SEl:TICN: 0.69 ~~ 10:: 8:,3 r- IN'TERSEl:I'ICN LEVEL OF SERVICE: C f ~~~~~~&LIFD C"LEIT '.::x (wIE SIG WARRANTS: Urb=Y. Rur=Y n t...c. , f "'L !.cCO LCS Software by T.JI<M Transp:>rtation Consultants Conditiori: pn 100l'l c:lh59 eta w/S!wynOwlpld :ease Lanes 02/27/00 IN:u::k:;a;flCN 346 1-680 SB/StoIleridge Dr ~ Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM ME:m:D N W+E S RI,71f <--- v ---> 1.8 0,0 3,0 (00. OF LANES) 0,0 OAO 0,0 0,0 j-- <--1 10 r:> v LEFT THRI.J RIGIT Split? N STREET NAME: 1-680 SB SItl~Y I LEFT 0 --- 0,0 THRJJ 2252 --> 3, 1 RIGIT 580 --j 1.4 v I Split? N 1. 4 --- 890 RIGIT STREEl' NAME' 3.1<--- 1532 TBRU Stoneridge Dr o LEFT _~____~~___~__~~___~JL__~~~_____ SB rYt\f~) J~6 J~'" 38~ $ r~~ 0,2554 ------------------------------------------------------------------------ EB _(~) ~~ J.;~*$ 3~a8 8:~~ T + R 2692 5100 0,5278 ------------------------------------------------------------------------ WB _ (~) 1~~~ 1~~~ *$ $ 8J~~; T + R 2282 0,6357 0,6357 ~~.IN'l'ERSEl::rttN: 8:a~' M~sIJHdt~~IiRWcE?: O,9~ * ADJ1JSTED FtRRIGHt TURN tN REI) '. $ SP.El:IAL ADJUSn1ENT AE'PLIED mr=-IO-BASE. !NT , VDL=98ANBASE. R-1'lt98DH59. EM'l ,CAP=IO-l1MEM, TAB 02/27/00 ~ac ..;~~~. ------------------------------------------------------------------------ TJKM ME:m:D lUGHT'l'BRlJ LEFT 691 10 r9 <--- v ---> 1.8 0,0 3.0 (00, OF LANES) 0,0 0..0 0,0 <--1 10 i~> LEFr THRJJ RIGIT Split? N STREET NAME: 1-680 SB ___~____~~~_~___~~~___~j~____5Z~______ SB BWd!P ~~~ ~~ * !8~$mn~~ 0.1893 ------------------------------------------------------------------------ EB RIGil' (R) 660 520 *$ 1650 0,3152 ~R (T) 2116 mg st88 g: ~l~ WB--~~~)----~~~-------~i-*$----~~-;---~~~-----:~::~:_------ (j Ft1t THE IN'1'.ERSEcrICN: 0.78 ~: 8:gg SERVICE: D ~~~~~~5~~~'. ~ I LEFT 0 --- 0,0 THRJJ 2116 --> 3.1 RIGHT 660 --j 1,4 v ~ I Split? N 1,4 --- 745 RIGHT STREET NAME' 3,1<--- 1503 TBRU Stoneridge Dr 0.0 1- . 0 LEFT v W~E S SIG WARRANTS: Urb=Y, Rur=Y LOS Software by TJKM Transportation Cons Condition: an 1998 dh59 et-a w/S"fmy no w ~;oo 346 1-680 SB/s~ridge D Peak Hour ---------------------------------------- ------------------ ------------ TJKM METKD RIGHT TIlRlJ LEFT 87f (lr9 c:::--- v ---::> 1.8 0,0 3,0 (NO. OF LANES) 0.0 0...0 0,0 <--r 10 r:> LEFT TIlRlJ RIGHT Sp STREET NAME: 1-680 SB I LEFT 0 --- 0,0 TIlRlJ 731 ---> 3,1 RIGHT 217 ---I 1.4 v 07/11/00 I Split~ N --- 26", RIGHT --- 1214 THRU o LEFT W~E S ---~____~~___~______ _~~____~f!~_____ _~Z~______ SB RIGHT (R) 872 541 .,. 1 50 0,3279 LEFT (L) 1949 1949 0 $ 0,3727 ,3727 EB--~~f~)-----~~I--------;~i-;$----- a8-----8~~~g~-----r------------ T + R 732 5 00 0,1435 WB--~~f~)----~~~-------~~-------! ~-;---8~!~!~-----h~~;~;------- -TO-CAPACITY RATIO FCR THE 100: I 0,71 LlMEF?'-~~&J~: 8:~~ ION LEVEL OF SERVICE: 0 .,. ADJUSTED FCR RIGHT TURN 00 RED S ADJUSn1ENTfIID IN1'=-EO-MIT,!NT, VOL=98ANBASE,AMV+98DH59, ,CAP=MI:T-JlMEM, I , I I LOS Software by TJKM Trans rtation Condition: an 1998 dg59 et-a w/S"fmy w/ w ~ON 346 1-680 SB/S~eridge --------------------------------------- TJKM METKD RIGHT TllRlJ LEFT ----------- _ 84f 10 1i77 I <--- v ---> LEFT 0 --- 0,0 1,8 0,0 3,0 THRU 670 ---> 3.1 (NO, OF LANES) RIGHT 200 --I 1,4 <~.:.~ 0...0 ~.:.~> v JJaJeksp STREET NAME: !-680 SB I ---~----~~---~------ -~~----~f!~----=t=~~------ SB Wf (~) 1E~1 1~17 * ! ~ $ g j~g~ 0,3207 -------------------------------~-------- ------------------~------------ Ell RIGHT (R) 200 0 *$ 1 50 0,0000 i THRU (T) 670 670 5 00 0, 1314 I' T + R 670 500 0,1314 ---------------------------------------- ------------------ ------------ WB ~(t~) ~ ~ ~ ~ $ 8:~~ ,3362 \QL mf~T~~ 00: 8:~8 -~8P~?: O,7~ * ADJUSTED FeR RIGHT TIIRN ON RED S S ADJUS'IMENT APH.IID INT=-EO-MIT,!NT. VOL=98/IWBASE,AMI/+980059, ,CAP=MI:T-JlMEM, Tl\B N W+E S 07/11/00 ^ I Split? N --- 222 RIGHT N!>ME : --- 1207 THRU Sreridge Dr o LEFT . si:G WARRANTS: I Urb=Y Rw:=Y ! . uO\ .. LOS Software by TJKM Transportation Consultants Condition: pn 1998 dh59 e+a w/SfN.! no wlp EO Mit Lanes 07/11/00 e~OO 346 I-680 SB/S~ridge Dr Peak~ ------------------------------------------------------------------------ TJKM METIm RIGHT TllRlJ LEFT 74t 10 '80 <--- v ---> 1,8 0,0 3,0 (NO, OF LANES) 0,0 0...0 0,0 <--1 lor:> LEFT TIlRlJ RIGHT Split? N STREET NAME: I-680 SB ---~----~~---~---~~~~____~!~____~~z~______ SB ~(i~) ~~6 ~~a .,. !~8 $ 8:~t2~ 0,2447 ------------------------------------------------------------------------ ~~~ :Jg~ "$ 3~58 8: ~~g 2616 5100 0,5129 0.5129 ------------------------------------------------------------------------ 890 890 1725 0.5159 1532 1532 3590 $ 0,4267 JmT~Fqf~ IN'l'ERSn::rION: 8: 6~ -1O-CAPACITY RATIO: 0,85 l..EVEI.. OF SERVICE: 0 .,. ADJUSTED FCR RIGHT TURN 00 RED S SPECIAL ADJUS'IMENT APPLIED IN1'=-BJ-MrT.!NT, VOL=98AN.BASE,EMV+98DH59, EMV ,CAP=MIT-JlMEM, TAB . I LEFT 0 --- 0,0 TIlRlJ 2252 ---> 3,1 RIGHT 580 --I 1. 4 v I Split? N 1,9 --- 890 RIGHT STREET NAME, 3,0<--- 1532 THRU St.Oneridge Dr 0,0 i-- 0 LEFT v iii N W+E S SIG WARRANTS: Urb=Y, Rw:=Y .. . ~ .. . . LOS Software by TJKM Transportation Consultants Condition: pn 1998 dg59 e+a w/Sfwy wi wlp EOMit Lanes 07/11/00 e~~ON 346 I-680 SB/S~ridge Dr Peak~ ------------------------------------------------------------------------ TJKM ME:1'HCO RIGHT TllRlJ LEFT 69, 10 r9 <--- v ---> 1.8 0,0 3,0 (NO, OF LANES) 0,0 0...0 0,0 <--r lor:> LEFT THRlJ RIGHT Split? N STREET N!>ME: 1-680 sa ---~-___~~___~___~~~____~~___~PL~______ :~__~i~~~_____~~________~~~_:_____~~~_~___~~!~!~_____~~~~~~_______ 660 1650 0.2691 2116 5180 0,4149 51 0 0.5020 0,5020 ------------------------------------------------------------------------ 1725 0.4319 3590 $ 0,4187 INrERSE::TIOO : .. .. I LEFT 0 --- 0,0 THRU 2116 ---> 3,1 RIGHT 660 --I 1. 4 v I Spl!t? N 1,9 --- 745 RIGHT STREET NAME: 3,0<--- 1503 THRU Stoneridge Dr 0,0 r- 0 LEFT v . N W+E S SIG WARRANTS: Urb=Y. Rw:=Y .. .. .. .. .. . . r-- r ~, , LCS Sofb<mre by TJIM Transportation Consultants Condition: an 1998 cIl59 eta w/SfNy t10 wlp 98 BaSe1.an~ 02/27/00 ~ m~JJ.CN 347 1-680 NB1Stoneridge Dr PI.F.ASAN'lm ~Q~---------~!~----------g~~-~-,..-------,..,..- !~-~ ~ RI17ro ' ~ fLEFT 0 _J 0.0 <0-:0 0:0 o~i;> 1.9 L~, NRIGBT STREET NAME' t 'l'BRU 2513 --> 3,1 (N). OF LANES) 2,0<--- 992 'l'BRU Stonericlge Dr RIGHT 201 --I 1,4 <~~ 0...0 ~~> 0,0 r- 0 LEFT v 4J 10 las v LEFT TBRU RIGHT Split? N SI:REET N/lM:: 1-680 NB MJVEmlT ~. . ~.. ~;;;;;;. .. .;JJi;........~}~ ~~------------------------,..-------------------------------------------- .'NB RIGHTCR)' 886 806 ." 2970 0.2714 0,2714 !:____~_S~l______~~________~~~_____~~~_____~~~~~__________-------- EB _ (~) J~~ 251~ *$ ~~~ 8: 2~9 r--____!-!_~___________________~!~_______~100 _---~~~~-,..-,..,..~~~~-,..,..-,..,..,.. r .~ _(~) ~~ ~ ma 8:~~g II RATIO FtR TIlE nl".L~fICN: 0.76 ~: 0,03 ..-.. CN LEVEL OF SERVICE: 0, 8D i<,~.~,~~~~,~APPL!ED rN~E t S S1tl~Y r'" t,iLCS . Software. by TJKt.l TraIlSfOrtaticn Consultan~ Condition: a:n 1998 dg59 e+ii wlSfNy wI wlp 98 Base Larles 02/27/00 r-~~(N 347 1-680 NB/S~iclge Dr Pea1<~ ~ ------------------------------------------------------------------------ k TJKM ME'lB:D RIGHT TIlRU LEFT t------ ~ r 10 I 0 ~ I <--- v ---> I Split? N J"""LEFT .. 0--- 0,0 0,0 0.0 0,0 1,9 --- 659 RIGHT STREET NIlME: TllRlI 2232 ---> 3,1 (N:). OF LANES) 2,0<--- 878 TllRlI Stonericlge Dr RIGHT 148 --1 1.4. <~2.. O...O~~~> 0.0 t-- 0 LEFT wI E v ~ n1 RI~ Split: N STREET NAME: 1-680 NB __~____~~___~__~~____~jFL___~~_____ ~- ~(~~-----~~-------~~_:_----~~----~~!~~-----~~~~~------- 148. 0*$ 1650 0,0000 . . "~ 2232 m~ 3188 8:~~~~ 0,4376 1725 0,3820 3450 0,2545 TIlE IN'IERSEl:TICN: 0:' SIG WARRANTS: Urb=Y, Rur=Y r- i , ~: LPD"L. LCS Sofbrere by TJKM T:ransp:>rtation Consultants Condi' . 9 e+-a w/Sfw:! IlO wlp 98 Base Lanes 02/27/00 347 I-S80HNBfSt:.aiei'idgeDr . I'1EASANJ.l:N Count te Time Peak Hour ------------------------------------------------------------------------ TJKM ME:'J.'lO) ----------- ~ . i 1 jO I <--- v ---> LEFT 0 --- 0.0 0,0 0,0 0,0 TBRU 2777 --> 3,1 (00, OF LANES) RIGHT 729"1 1.4 <~~~ 0...0 ~~~> v 46! 10 l17 LEFT TllRlI RIGHT Split? N STREET NAME: 1-680 NB ___~____~___~___~~___~~___~l~_______ NB RIGHT (R) 617 537 ." 2970 0.1808 0,1808 ____~_~1______~~_______~~~_______~~____~~157~__________________ EB ~ (f~) 2m . 2'~ *$ 3~58 8ji2~ T + R 3306 5100 0.6482 0,6482 WB-~~~)=~--Ii~---====l~~,..~=---!l~-----8~~~------------------ ~~ CN: 8:rs ~ICN o,~ ~,lm,m~Jmg8DH5~.~~ Al'PlJE) ~ I Sp!4P N 1,9 --- 1332 RIGHT 2.0<--- 1954 TERU ~i~k 0,0 1-- 0 LEFT v W~E S SIG WARRANTS: Urb=Y, RuI=Y LCS Software by TJIIM Transportation Consultants Condition: pn 1998 dg59 e+a w/S~ w/ wlp 98 Base Lanes 02/27/00 ~CN 347 I~6!l0 NB1S~idge Dr peak~ ------------------------------------------------------------------------ TJIIM ME'lRD RIGHT TBRlJ LEFT I ( I 0 ~ <--- v ---> I Spgt? N 0,0 0,0 0,0 1,9 --- 1126 RIGHT STREET NAME' (00. OF LANES) 2,0<--- 1756 TERU Stoneridge Dr 2~~O...0 ~~Q> 0,0 r';~ 0 LEFT ~ n1 j~ Split: N STREET N.I'M:: 1-680 NB ___~____~___~__~~!!!____~!9_ ~~______ NB ~(8) ~g~ 2M'" ~~8 8:Ig~ 0.1653 E:B-.~~~)---j-W-------~~,..*$----~i~----[f;r-_::=~--- WB--~~~r---------------l~-------~~----g~~~----------------- eN: ~ LEFT 0 __1 0.0 TBRU 2293 ---> 3,1 RIGHT 746 --T 1.4 v SIG WARRANTS: Urb=Y. RuI=Y N W+E S LC6 Sofb>lare by TJiM Transportation Consultants Condition: an 1998 clh59 eta w/Sf!Hy nO w1p 98 Base Lanes 02/27/00 m~.tlrn 348 Johnson. Dr , {Stoneridge Dr PLFASAN'l'CN Count. Date T;une Peak Hour ------------------------------------------------------------------------ TJKM ME'1'BD ---------- ^ RI,1~ I <--- v ---> I Sp1~.t7 N LEFT 570 --- 2,0 1,5 1.1 1.1 1.0 --- i7~ RIGIIT THRlJ 2802 --> 3,1 (00. OF LllNES) 3,0<--- 1625 THRlJ ~i~iJr :~ 5 -i 1.1 <!.:! 1( 1'::> 1.0 r- 12 LEFT SItl~Y S LEFT '1BRU RIGiT Split? Y SIREE:r NllME:: Johnson Dr, ^ , ___~__~_ ~__~~__~!~____5Z~______ NB ~(.9}) 3 3 1650 0,0018 LEFT (t5 ~ g Ig38 8:88gg t ::: f ~ ig~ 8:8~~ T + R + L 10 1650 0,0061 0~0061 ------------------------------------------------------------------------ SB WifI(:\?'-) 148 8 ., 1~38 8:8888 WL (L) 84 ~ ms 8:8~~ 0,0509 ------------------------------------------------------------------------ EB RIGIIT t) 280~ 1650 0.0030 ----~~~-~------~~~------------------~~~-----~~~~-----~~~~~------- ~ Ifflr 0,0073 0.61 0,10 o.7e LC6 Software by TJKM Transportation Consultants Conditioo: an 1998 dg59 eta w/Sf!Hy w/ wlp 98 Base Lanes 02/27/00 ~~~--~~~_:~~-~!~~~=~~~---~~~--------- TJKM ME'IRD RIGHT '1BRU LEFT 14j 10 184 ^ <-- v ---> I Split? N 1.5 1,1 1,1 1.0 --- 169 RIGHT STREET NAME: (00. OF LllNES) 3 ,0<--- 1284 THRU Stone:ciclge Dr <!~! 1...1 !~!> 1,0 r- 12 LEFT - I I I v url ~ RIc:b Split? Y STREET NAME: Johnson Dr, __~___~~___~_~~____;A!Q____~~______ NB If~ft) i l mg 8: 88gi T + R 4 1650 0,0024 t t ~ + L 16 r~38 8:88~f 0,0061 ------------------------------------------------------------------------ SB RIGHT ff) 14g 8 ., 1650 0,0000 ____~~~_~_______~_________~_______l~~___ g:g~~___~~~~=_______ EB ~~ft) ~ ~ ~~~ ~~iti~ 0,4427 ------------------------------------------------------------------------ we RIGHT ,~R) 169 89 ., 1650 0,0539 tB1f ttJ ~ 12~ ma 8:5a9! 0,0073 VOLt.M:-'IO-<:'AP.ACITY RATIO FeR THE INTERSEX:TICN: 0,51 ~~~: 8:~~ :rn~llrn u.vEL OF SERVICE: B ~.~,~c:t:'~8I:G59.PM{,CIIP=98/IMIM,TAB ^ I LEFT 573 --- 2.0 THRlJ 2253 ---> 3,1 RIGHT 5 --1 1.1 v SIG WARRANTS: U:tb=Y. Rw:=Y N W+E S 1.0-03 LC6 Software by TJKM Transportation Consultants Condition: pn 1998 dh59 e+a w/Sfwy no wlp 98 Base Lanes 02/27/00 INTERSEl:TICN348. Johnson Dr, IStoneridge Dr H..EASAN'l'CN Count Date Tlme Peak Hour ------------------------------------------------------------------------ TJiM MEJ.'RD .. .. ___________ ^ RI~.~ ~ I <--- V ---> LEFT 321 --- 2.0 1,5 1.1 1,1 THRlJ 2945 ---> 3,1 (00, OF LANES) RIGiT 8 --i 1,1 <!.:~ 1,,1 !.:~> j 10 114 LEFT THRlJ RIGIIT Split? Y STREET N!lME: Johnson Dr, ^ I SpJ4.t? N 1,0 --- 115 RIGHT STREET NAME' 3,0<--- 27213 THRlJ Stoneridge Dr 1.0 1-- 6 LEFT v ,.- .. SIG WARRANTS: Urb=Y,Ru:t==Y N W+E S .,;4 .. ___~____~__~___~____~~___5Z~______ NB RIGHT~) 14 14 1650 0,0085 ~+ R~d 18 18 1938 8:88g~ T L ia ig38 8: 88g1 T + R + L 24 1650 0.0145 0,0145 ------------------------------------------------------------------------ SB mr(~L)) 415 23ei ., r~ 8:5a5a 0,1424 ~L ( ) 216 ~l~ I~38 8:H~ ------------------------------------------------------------------------ EB ~~) 8 8 1650 0,0048 LEFT ~d ~~ 2~I ~~98 0.1~h5 0.1081 T + R 2953 5100 8:57s$ -----------------------------------------------------------------------. we _~) 2m 27~ * . s~}g 8j~ 0,52138 LEFT ~d 6 6 1650 0 . 0036 ~~~ INTERSEX:TIOO: 8:61 i~fi:Il.~frgt~W~?: 0" ., ADJUSTED FCR RIGHT TURN CN BED INT=98BASE,!NT. mL=98ANBl\SE , EMlt+98DH59 , R1\T ,CAP=9MMEM, TAB . $"-.J ~ .. . .. 1.1 LC6 Software by TJKM Transportation Consultants Conditioo: pn 1998 clg59 e+a w{Sf!Hy w/ w1p 98 Base Lanes 02/27{00 ~CN. 348 Johnson Drtlietoneridge Dr Peak~ ------------------------------------------------------------------------ TJKM METB:D RIGHT THRlJ LEFT ----------- A 41f 0 r5 A I <--- 1 ---> I Split? N LEFT 322 --- 2,0 1.5 1,1 1,1 1.0 --- 114 RIGBT STREET NAME: TERU 2244 ---> 3.1 (00. OF LANES) 3,0<--- 2322 THRI.l Stoneridge Dr RIGHT 8 --1 1,1 <!~! 1...1 ~.:!> 1.0 r- 6 LEFT W ~ E v uJ mk J~ Split: Y STREET N!lME: Johnson Dr. --~----~---~---~~----~----~------ NB ~(L~) 1a la l~~ 8:88sg ........ (t~ 10 12 l~ 8:88~3 Ii k + L ~2 r~ 8:8~23 0.0145 ------------------------------------------------------------------------ SB &r"fB) ;~g ~g ., ~~ 8:~g8g 0,1418 .....~ ____!_!~____________________~!~______!~~_____~!3~~__________________ ... EB _ (t~) 224~ 224~ 3~8 8 :22'+08 ~~V ) 322 ~ ~~8 8:!~~ 0,1084 ------------------------------------------------------------------------ we RIGHT,~) 114 34 * 1650 0,0206 ~ ttJ 23~ 23zg IS~ 8 :M~~ 0,4487 VOLtM:-ID-CAP.ACITY RATIO FCR THE~: 0,71 ~~~: 8:~~ INTERSEl:TIrn u.vEL OF SERVICE: D ., ADJUSTED FCR RIGHT TURN CN :RED INT=98Bl1SE,!NT . \tL=98AWBASE,R1\T+98CG59, R1\T ,CIIP=9s.oMEM, TAB .. . SIG WARRANTS: Urb=Y. Rur=Y . .,,:>1> . "'ill AI . . . . r.a:; Software by TJKM Transportation Consultants Condition: an 98 dj60 'f!I:M{Sy NoBAI:IT nO wrpOOBaseLiiineS 04/'22/00 r~___:~~:~~_~::~~:~~-~__------~~~----_---- ~.TJKM ~ RIOO 1HRJJ 1:m . ----------- I 10 11 2 f'u:FT 0 _J 0,0 <2:0 0:0 i:O' 1,4 L~1i~; NRIGHT tTHRU 847 ---> 3.1 (00. OF LANES) 3,1<--- 1583 THRU ~i~Cr RIGHT 296 --- 1.4 0,0 OAO 0,0 0,0 ,-- 0 LEFT F\ ~ E t <--1 lor:> v i S LEFT TBRU RIGHT Split? N STREE'X M'E: 1-680 56 ; J4..---~----~-~-~-~-~~----~~~---~~~.,..---- I ~__~s~:____~______!~_:_____~~~_~___~~~g~_____~~~~~____--- EB iif(~) ~~ ~ *$ ~~ag 8:~~I T + R 1003 5100 0,1967 WB--~--~----~-------~~---~~~-;---8~2g88-----------~------ T + R( ) 2078 3590 0,5788 0,5788 'iffll>r~~ mI'EElSEX:rIeN: a:a8 -~~?: 1,1~ " ADJUSTED Fa< RIGHT. TURN eN RED. S SPEx::IAL .ADJUSTMENT APPLIED lNT=98BASE.!NT, VlL=98BNBART .J\M'1t98DJ60 ,/'MY ,CAP=98AMEM, TAB SIG WlIRRANIS: Urb=Y, Rur=Y r", ( I r.a:; Software by TJKM Transportationeonsultants Condition: an 98 diSC P/:M{Sy NoBAR:l' w{WLP98 BaS.n:anes041'2211J6 IN~.!IeN 346 1-680 56{Stonericlge Dr PL.EASAtm:N Count Date Time Peak Hour ------------------------------------------------------------------------ TJI<M ~ RIGIl'l' THRU LEFT 9, (lr ~ <- v --> I Split.? N 2,0 0,0 2,0 1,4 --- 581 RIGHT STREE:I lW1E: (00. CF LANES) 3,1<--- 1577 THRU Stonericlge Dr <~~~ OAO ~~~> 0,0 r- 0 LEFT - I 10 10 v ~ 'IERJJ RIGi'! Split? N STREET lW1E: 1--680 56 ___~____~___~___~~~____iiffi:~____~!Z~______ ~__~S~~___!~_______!~~~_:_____~~~_~___~~~!~_____~~~:!~_------ 286 146 *$ 1650 0,0885 781 781 5100 0,1531 927 5100 0, 1818 ------------------------------------------------------------------------ n WE ~ (t~) ~1 ~~1 *$ ~~~ $ 8j~~ Ii; T + R 2018 3590 0.5621 0.5621 . , VOUM;-TO-CAPACITY RATIbFCR '!HE mr~llCN: 1.03 ~~~: ~:8g INTERSB::IICN LEVEL OF SERVICE: F r ~,Wi,e~~&aoIJ,~Amtm- t ~ I r-- u:FT 0 --- 0,0 ,~ THRI.l 781 ---> 3,1 RIGIl'l' 286 --I 1. 4 v SIG WlIRRANIS: Urb=Y, Rur=Y N W+E S EB RIGi'!~) ~R( ) r ~ , UP" r.a:; Software by TJI<M Transportation Consultants Condition: . pn 98 dj60 ~{Sy NoBART nO wlp 98 Base Lanes 04{22.{00 ~CN 346 I~680 SB/S~iclge Dr Peak~ ------------------------------------------------------------------------ TJI<M METIm RIGIl'l' T!lRlJ u:FT ----------- 84j 10 1i05 <--- v ---> 2,0 0,0 2,0 (to, OF LANES) 0,0 0,,0 0,0 <--1 lor:> u:FT T!lRlJ RIGIl'l' Split? N STREET lW1E: I -680 SB ~ I LEFT 0 --- 0,0 THRU 2596 ---> 3,1 RICE 736 --I 1. 4 v . I Split.? N 1,4 --- 989 RICE 3.1<--- 1949 'IERJJ ~i~i>r 0,0 T-- Q LEFT v SIG WARRANTS' Urb=Y, Ruz:d.y W~E S ClUGINAL ADJUSTED V Ie:; <:1Ut1CAl. ___~_____~~_____~~___~~!!!____~9_______~~~________ ~__~if~:____!~~~_______!~~~_:_____~~~~_~___~~!~_____~~~~~_______ 736 2596 z3~ *$ !~ag 8:~~ 3192 5100 0,6259 ------------------------------------------------------------------------ 1~~~ 1~~ *$ !g~ $ 8:3l~~ 2798 3590 0,7794 0.7794 \l\Cmr~N INTF.RSEr:l'ICN: a,23 tfI~?: 1:~ " ADJUSTED FeR RICE TURN CN REDS SPB:IAL ADJUS'lMENT APPLIED INT=98BASE, IN! , VOL=98l3NBART ,R1IJ+98DJ60, R1IJ, CAP=98AMEM, TAB r.a:; Software by TJI<M Transportation Consultants Condition: pri98 di60 ~/Sy NoBI\RT w{WLP 98 Base Lanes 04{22.{00 ~;eNj46Heo SB/S~ridge Dr Pealt~ ------------------------------------------------------------------------ TJI<M METIm RIGi'! TBRU u:FT 79j 10 1137 ~ <--- v ---> I Split.? N 2,0 0,0 2,0 1,4 --- 833 RIGHT STREET NPM:: (to, OF LANES) 3 , 1<--- 1912 'IERJJ Stonericlge Dr <~~~ OAO ~~~> 0,0 r- 0 u:FT ! 10 I 0 v u:FT TIlRU RICE Split? N STREET lW1E: I-680 SB ___~____~~_~~___~~!~___iiffi:~____~!Z~______ SB RIG!IT (R) 799 719 * j585 S 0,2006 LEFT (L) 1037 1037 3580 S 0.2897 0,2897 ------------------------------------------------------------------------ EB RIG!IT (R) 852 712 *$ 1650 0,4315 THRlJ (T) 2428 2428 5100 0.4761 T + R 3140 5100 0,6157 ------------------------------------------------------------------------ WE RIG!IT (R) 833 693 *$ 1650 0,4200 . ~R(T) 1912 ~fB ~~ $ 8:1~ 0,7256 'PCITi RATIO FCR THE INTF.RSEr:l'ICN; 1,02 ~~RAf~; ~:~ ICN lEVEL OF SERVICE: F ~,~,~~&aoI6~,~Amtm ~ I u:FT 0 --- 0,0 THRU 2428 ---> 3,1 RICE 852 --I 1. 4 v SIG WARRANTS: Urb=Y, Rur=Y N W+E S :s Software by TJKM Transport.at.i.on Coosul.tants mdition: pn sa dj60 'f!I:M/S:r NoBART no wlp ro Base Lanes 04/22/00 fl'~l.1CN 346 I-680 SB/Stcneridge Dr PLElISI\N'.I'CN ~~~~!------------------_!~---------------~~~-~------------- ~-~ ~ RI~1~ I <--- v ---> ~ 0 --- 0,0 1.8 0,0 3.0 3RU 847 ---> 3.1 (N:), OF LANES) IGHT 296 --T 1,4 <~~~ OAO ~~~> v ! 10 I 0 I..EFT 'l'ERU RItE' Split? N STREET WM:: 1-680 SB I Split? N 1,4 --- 635 RIGHI STREET Nl!ME' 3,1<--- 1583 TBRIJ Stoneridge Dr 0,0 i-- 0 LEFT v SItl~Y ~E S __~____~---~---~~----~~2--_~JZ~------ :B RIGHT (R) 993 553 1< 1650 0,3352 .___~__i~!____ 1~_______!~_______~~12 $___~~~~~_____~:~~~_______ :B V(~) ~~ ~ *S ~~58 8j~I T + R 1003 5100 0,1967 ~------------- ~~------~~-;$----~~~;---8~~28g------------------ 2078 3590 0.5788 0,5788 nl1l ~CN: 8:86 0: O,9t . ADJUSTED FCR RIGHT TIlRN CN RID S SP.El:IAL .ADJl.lS'lME:Nr APPLIED INT=-BJ-BASE, INT ,1tUL--geBNBART ,H1'l+98DJ60 ,/>Mi ,CAP=ID-H1EM, TAB I.C5 Software by TJKM Transportation Consultants Condition: pn 98 di60 FOif/Sy NaBAR1' w/Wl.2 ro Base Lanes 04/22/00 ~~--_:~_::~~~:~:~~-~~-------~!:~~------- !~~._ RIir~ _ I <--- v --> I Spl!t? N LEFT 0 --- 0.0 1,8 0.0 3.0 1.4 --- 581 RIGHT STREET Nl!ME' THRIJ 781 ---> 3,1 (N:l, CF LANES) 3,1<--- 1577 THRU Staneridge Dr RIGHT 286 --T 1,4 <~:~ 0...0 2.:.~> 0,0 r:- 0 LEIT v - I 10 10 v ~ 'l'ERU RIGHT Split? N STREET NAME: 1-680 sa __ ~____~~ __~___~~___~~c;?____~~Z~______ sa mr (~) 1~~ 1~~~ 1< ~~ $ 8 j~16 0,3370 EB-:RiGBT-~------z86------i46-*S----i65o-----0:0885------------------ __~ ~R:_:_____~=_________~~_______~!~_____~~~~________________ J91 JH "'$ !~~ $ 08:~~ 2018 3590 ,5621 IN'l'ERSEX:TICN : W~E S SIG WARRANTS: Urb=Y, Rur-Y (005 LC:s Software by TJI<M Transp:lrtation Consultants Conditim: IIJl 98 dj60 J!On/Sy NoBART no wlp :EO Base Lanes 04/22/00 INTEIlS&:TIal 346 I -680 SB/Stone.tidge Dr :E'!..EASAN'l'C Count Date Time Peak Hour ------------------------------------------------------------------------ '" !~-~ ^ RI; 7 rr I <--- V ---:> LEFT 0 --- 0.0 1,8 0,0 3,0 TERU 2598 --> 3,1 (N:), OF LANES) RIGHT 736 --T 1,4 0.0 0...0 0,0 v <--1 10 r:> LEFT THRIJ RIGHT Split? N STREET Nl'ME: I-680 SB ___~____~__~___~~!!!____RXflo __~~~_____ SB RIGHT (R) 845 306 '" 1650 0,1855 LEFT (L) 1605 1605 5012 $ 0.3202 0.3202 EB--~-~)-----7~6--------~96-;$----~65g_---~36i2------------------ T + R( ) 25 6 ~1~ 5180 0:~2 WB--~-~)----~~i~-------~i~~-~----~~~-;---8~~iii------------------ T + R( ) 2798 3590 0,7794 0,7794 VClLtM:....::.""Tq;;;CAPPCI1Y ~9,.,~ THE INJ:ERSEX:TIal: 1.10 ADJUS....'Ln~ FCR I.CS'I ..J:,I..,IJO.Kf T!ME: 0,00 ~ittt~tr~9: 1,1~ .,. ADJUSTED FCR RIGHT TURN CN RED S SPEX::IAL lIDJlJS1MEN1' APPLIED INT=-BO--BilSE.INT ,VOL=S8BNBART . EMl+98DJ60 ,EM\/' ,CAP=BO--llMfM, TAB . I Solit? N 1.4 --';" sag RIGHT 3,1<--- 1949 TERU ~~~ 0,0 i- 0 LEFT v .. N W+E S SIG WlIRRlINTS: Urb=Y, . Bl.u:=Y . . . . . . I.C5 Software by TJKM Transportation Coosul.tants Condition: IIJl 98 di60 'f!I:M/Sy NoBARI w/Wl.2 EO Base Lanes 04/'22/00 IN'l'ERSECl'ICN 346 r-680 SB/Stoneric!ge Dr P akPLF.ASAN'.t'rN . COunt Date Time e-HOur . ------------------------------------------------------------------------ TJKM MElKD RIGHI TERU LEIT 79i 10 1r7 _ <--- v ---> 1.4 1~~8'~~ N~~ 1.8 0.0 3.0 ~~ STREET NAME: (00. OF LANES) 3,1<--- 1912 TERU Stoneridge Dr <~:~ 0...0 ~~~> 0.0 T-- 0 LEFT ! 10 I 0 v LEFT 11lRl.l RIGHT Split? N STREET NflloE: 1-680 sa ___~____~~___~_~~___itffi.2____5Z~______ ~__~~~:____~~~Z_______~~~~:____~~~_~___~~~~~_____~:~~____--- EB wwr+ R(f!}) 2~~ ~~68 g:~~gr T + : 5100 0.6157 ------------------------------------------------------------------------ WE RIGHI (R) 833 fB!fR (T) 1912 . . LEFT 0 __1 0,0 TERU 24Z8 ---> 3.1 RIGHT 852 --T 1, 4 v . SIG WARRANTS: Urb=Y, Bl.u:=Y N W~E . ,i~ . .. . . . . r r ~Software by TJI<M Transportation Consul.t.ants ~ 'diUen: 2IlI 98 dj60 BM!syNOBARl'tio'loilPB:l MitLanes04/22/00 ~JW 346 I~680 sa/~idge DrPeak~ j- ,-------------------------..;------ ~f~A ~11f A' L.=': 0 _J 0.0 <i:8 O~O. 3.0> 1.9 L~5 NRICE 71 j 847 ---> 3.1 (N:>. OF LANES) 3.0<-- 1583 'l'HRU ~~i~Cr l' ..iT 296 -i 1.4 0,0 0...0 0.0 0,0 1- 0 LEFT <1 10 r:> v SI~y lEFT 'l'BRU RIW1' Split? N STREET NtM':: 1-680 SB v,JiE ~ , ~- ~ ~ ~ . CAPACI1Y iJ!iio ClUijga ~---------------------...,...--------------.... :/ _NW (fli). ._ ~ ___~_=____ ~t~_~~~~r_-~:::~------- ;. _(~) ~ ' 8489 *$ ~68 8:~~i . T + R 927 5100 0,1818 ------------------------------------------------------------------------ r-w(r,.) ~~ ~ !~ $ 8:~~~ 0,4409 I. ~}cm.l~.cwKR TEE m~lIW: 80.:800~ . 1UrAL >.tlLU1E-J:Q::Cl\PlICITY ~Paf: 88 nh~.dCN LEVEL OF SERVICE: D .-DJUSTEDFCR RIGHT TURN ai REO S SPECIAL ADJl.JS'IMENl' APPLIID T ~B::>-Mrr. INT-,VCll?98BNBAR1' ,/lMIl+98DJ60 ,J!M.I,CAP=MI'l'-R'lEM, TAB r\ r: t I. f\ Sofbiare by TJI<M Transpo.rt<ltion Consultants Ei, rlitim:' an 98 di60 T!!JM/Sy N6BARr w/WLP B:l Hit Lanes 04/22/00 ~t~ 346 1-680 SB/S~dge Dr Peak~ r--~~-----RIG8T-tBRUiLEFr-------------------------------- J ~------- A 9' 0 i9 A . I <-- 1 ---> I SpJ4t? N wPT 0 --- 0.0 1.8 0,0 3.0 1,9 --- 581 RICE STREET NJlME: !""-'-ID 781 --> 3.1 (ro. OF LANES) 3.0<--- 1577 'l'ERU Stoneridge Dr i ;B! 286 -I 1.4 <0,0 OAO ~~~> 0,0 1-- 0 LEFT fJ E v J mk J~ Split: N r. STREET NtM:: 1-680 SB '_~ _~_~ __~!!___~!e____~~_ ~ _____1~_:..__ ~_~_ 8:~~___~~::~:______ 286 70 *S 1650 0.0424 781 781 5100 0.1531 851 5100 0,1669 --------------------------------------------- ~7 ~~~ $ g:2~~ 0.4393 ~ IN~J:ICN: 8:b~ 0: 0,86 .,. ADJUSTED KR RICEr TURN CN RID S SPECIAL ADJUS1MEm APPLm:l ~BJ-MIT. INT, va.~ ,J!M.I+98DI60.PMl,CJ\.P=MIT-JlMEM, TAB Ii + SIG WlIRRlIN'IS: Urb=Y, Rur-Y ~. .. ........ t ~ - . ~' j ~O(P LCS Software by TJI<M Transportation Consul.t.ants Condition: pn 98 dJ60 ~/Sy NOBAATrio wlp B:l Mit Lanes 04/'22/00 nr~!iCN 3461-680 SB/Stoneric1ge Dr ~ Count Date Time Peak Hour '!~=~ ----RI~..ll~-------------------- I <-- v ---> I Split? N LEFT 0 --- 0,0 1,8 0.0 3,0 1,9 -- 989 RIGIil" 'l'ERU 2596 -> 3,1 COO. OF LANES) 3,0<-- 1949 'mRU ~r!Cr RICEr 736 --I 1,4 <~~~O~O ~~~> 0,0 1-- 0 LEFT v ! 10 I 0 v LEFT 'lHRU RIG8T Split? N S!REE:T NJlME: 1-680 sa W~E S SIG WARRANTS: Urb=Y, Rw:=Y __~___~__~~___~~..!!___~2_~_____ SBrNf (B-) 1~~ Jrs'" ~ $ 8j5~ 0.3069 ie-- m~~T--~i-----;~~r;S---lf8f--T~1---_::::------ wa--. (~,--..~~~..------"~i~------..!~~r;--8:~~~-------..-..---- l'CI'l'Y RATIO FeR TEE INTERSEX:TICN: 0,92 ~ff61f: 8.01 OF SERVICE: ,9~ ~T~~-sa~,~-Hl8OJ~~~~ LCS Software by TJI<M Transp:>rtation Consultants Condition: pn 98 di60 PIYI/Sy NoBl\Rl' w/WU 130 Mit Lanes 04/'22/00 '"IN'IERSB:TICN 3461-680 SB/Stemeridge Dr '~ CoIJiit Date Time Peak~llOUi'-~ ,- T3KM-METB3D---------Ri:G8T-iHRu-LEFT----------------------------------- 7' 10 1137 <--- v ---> 1.8 0.0 3,0 (00, OF LANES) 0,0 0...0 0,0 <--1 lor:> LEFr 'l'BRlJ RIGHT Split? N STREET WM:: 1-680 sa ___~___~~__~~ ~~!!.___iXfIo__5Z~_____ ~_~J~:____~~_______~~~_=____ ~~~__J~~~~983 ______ 852 636 *$ 1650 0,3855 2428 2428 5108 0,4761 3064 510 0.6008 0.6008 ------------------------------------------------------------------------ 1~~ 1~~ ~~~ $ 8:~~ FCR~lfHJJPf~!N'l'F&SFrrICN: 8:39 tjI~?: 0.8b * ADJUSTED FCR RIGHI TURN CN REO. ' S SFEX:IAL .AD.JlJS'n.1ENt. APPLIED INT=-B:>-MIT. INT, \OL=98&IBART ,EMV+98DI60.EMv' ,Cl\M1IT-R'lEM. TAB - LEFT 0..J 0,0 THRU 2428 ---> 3.1 RIGBT 852 --I 1.4 v I Sp4t? N 1,9 --- 833 RIGBT STREET NtM:: 3,0<--- 1912 'l'ERU Stemeridge Dr 0,0 r 0 LEFT v SIG WARRANTS: Urb=Y. Rur=Y W~E S :.cs Software by TJl<M TraOsportation Consul.tants ::ondition: BI1 98 dj60 PJ:kl/Sy NoBARr no wlp 98 Base Lanes 04/22/00 llf~HCN 347 I-680 NB/Stoneridge Dr PLFMWITCN ~~~-------------------~~----------------~~~-------------- ;~~ . RI~ ~ u:ra I <_1! L> i Split? N lEFT 0 --- 0,0 0.0 0.0 0.0 1,9 ----SO, RIGHI l'ERIJ 2559 ---> 3.1 (N). OF LANES) 2,0<--- 1487 TERtI ~~i~6r RIGHI 284 --I 1,4 <~~ 0...0 ~.:.~> 0,0 r- 0 LEF1' v 68! 10 ~5 v LEFT TERU RIGHI Split? N S'!REET NAME: I-680 NB ---~-----~--~---~~~--~~----~~------ NB RIGHI (R) 975 895 " 2970 0.3013 0,3013 ____~_~2______~~~_________~______~Z~_____2.:.~~~__________________ ::_-~~~----~~~-------~~~---~!~~~---~~~~-----Q.:.~;~------- we l~~ n~ 8:~~5 FCR THE INTERSEl:TICN: 0,82 dCE!?f: 8:gB ~.OO,~~ms8DJS@,~~ APPLIED ~~E S SIG WARl<ANTS' Urb=Y, ~Y LCS Software by TJl<M Transportation Consultants Cooditian: an 98 di60 Ffj,q/Sy NoBARr w/WLE 98 Base Lanes 04/22/00 INrERSEI:'l'ICN 347 I-680 NB/StonT eridge Dr PLFMWITCN count. Date ime Peak Bour T~~---------RiGBT-~LEFT---------~--------------------------- , ( I 0 . <-- v ---> I Split? N 0,0 0,0 0.0 1.9 --- 336 RIGHI STREET ~. (N). OF LANES) 2,0<--- 1360 TERU Stoneridge Dr <~~ 0...0 ~.:.~> 0,0 1-- 0 LEFT ;J n1 j~ Split: N STREET Nl!ME: I-68O NB __ ~___ ~~____~___~~g____~~~____57~______ NB ~(f1}) 9~ ~~" ~~g g:~~ 0,2539 iB- ~~~)----~~-------;;~~;$----!~~-----g~2~------------------ ____!_!-~__________________~~~_______~100_____~.:.~~~_____~.:.~~~~_______ we RIGHI CR) 336 336 1725 0,1948 TERll (T) 1360 1360 3450 0,3942 ~~~~ IN'l'ERSELTICl': 8:ifi ~-~er:~?: 0.80 " ADJ1.lS'l'ID FCR RIGHT TURN CN RED S SPEX:IAL ADJUS'IMENT APPL1ID INl'=OOBI\SE,!NT, 'ftlL=9BBWBAR:r .JIM\/+98DI60 ,JIM{ ,CAP=98AMEM, TAB A LEF1' 0 __1 0.0 IBRU 2278 ---> 3.1 RIGHI 226 --I 1.4 v SIG WARl<ANTS: Urb=Y. Rur=Y N W~E /pOI LCS Software by TJI<M Transp:lrtation Consultants Condition: pn 98 c1j60 Ffj,q/Sy N~ no wlp 98 Base Lanes 04/'22/00 INTERSEcrICN 347 !-680 NB/Stoneridge Dr PI.F.ASAN'l'CN Count. Date Time Peak Hour ------------------------------------------------------------------------ TJKM ME'l'Em RIG!IT TERll LEFT I ( lOA <--- V ---> I Split? N 0,0 0,0 0,0 1,9 --- 907 RIGa! (00. OF LANES) 2,0<--- 2235 TERtI ~&Ji~6r <~.:.~ 0...0 ~.:~> 0.0 r- 0 LEF1' 66l 10 1!20 v LEFT THRU RIGHI Split? N STREET NAME: 1-680 NB ---~----~---~---~~---~!~----~------ NB RIGHI (R) 1020 940 ." 2S70 0,3165 0.3165 ____~__~~l_____~~________~!_______~~~_____Q.:.~~_________________ 935 735 *S 1658 0 4455 3239 3239 510 0: 6351 3974 5100 0,7792 0.7792 ------------------------------------------------------------------------ ~~ ~r~ 8:~~ TIlE INr.ERSE::::TIC: .. 1 ..,....~ . . LEFT 0 __1 0,0 THRU 3239 ---> 3,1 RIG!IT 935 --I 1,4 v .. SIG WARl<ANTS: Url:Pr,-1lUI=Y W~E S . . .. 1.10 0,00 1,10 F ~,M.~~~lm98DJS@.W;~~ APPLIED . . . ""-.;;.- LCS Software by TJl<M Transp:lrtatian Consultant.s Condition: pi1 98 di60 Pt:M/Sy NoBART w/WLE 98 Base Lanes 04/'22/00 INTERSEX:TICN 347 1-680 NB/S~eridge Dr Pak. l'U'ASAN'l'C:N Count Date T:une e .-Bciir ...- . ------------------------------------------------------------------------ TJl<M ME'lRXl RIGm THRU LEFT I ,0 I 0 . <--- v ---> I Split? N 0,0 0,0 0,0 1,9 --- 686 RIG!IT STREET NAME: (N). OF LANES) 2.0<--- 2023 TERU Stoneridge Dr <~.:.~ 0...0 ;.~> 0.0 r- 0 LEFT ~ mk J~ SPlit:N S'1REET ~: 1-680 NB ---~----~---~---~~g----~!~---~------ ~___~i~~~_____~~~________~~~_:_____~~~_____~~~_____~~::~~_______ 982 782 *S 1650 0,4739 2457 2457 5100 0,4818 3239 5100 0,6351 0,6351 ------------------------------------------------------------------------ 686 686 1725 0.3977 2023 2023 3450 0.5864 \<lCIJfu.~Jlf INJ:ERSEx::TICN: 8 :g~ ~-~~I~?: o.sg " ilDJUSTED FCR RIGHI 'lURN CN RED S SPB:IAL ADJUS'lME:NT APPLIED INT=98Bi\SE.!NT, VOL=98BWBART .IMV+98DI60.EMIl ,CAP=9&.MEM, TAB IIIi . LEFT 0 __1 0,0 THRU 2457 ---> 3.1 RIG!IT 982 --I 1.4 v /-"'"- . SIG Wt\RRANTS: Urb=Y, Rur=Y W~E S . .. .. .. .. .. . . r fl Software by TJKM T.rallSp:lI'taticn Consultants ;- . .diticn: an 98 dj60 "I!f:M/Sy NcBARI no wlp 98 Base Lanes 04/22/00 lNTmsa:nQ{ 348 Jcl1nscn Or...IStcneridge Dr PLF.ASAN'l'Cl'I C..->J.t Date . ~:une Peak Hour ~ ~~r&Jo----------~ T8RU-iEFr--------------------------~--------- 'f :------ A . I --10 TOO I <-- v --> I Split? N IJX!. 604 -- 2.0 1.5 1.1 1.1 1.0 --- 17/ RIGHT IREET NPME' J U 2900 ---:> 3.1 (00, OF LANES) 3.0<--- 1722 TERI1 ~toneridge Dr J~ aT 9 -, 1.1 <~.:.; 1",1 ~;.~> 1,0 f- 13 LEFT v 1 11 I 4 v LEFT THRU RIGHT Split? Y STREET NtM:: Jol:lnson Dr. N ~LkE J SItl~y :'f. MMM:N'l' ~ ~ CAPtar'i FM~o ~~ ~-~~ff'-------l---------~------~i~ ---~~~~i------------------ .. f::: f ~ Ig38 8:88~g ____~~_!~_________________~_______!~~_~___2~Z~_____2;.~Z~_______ %- RIGaT CR) 1640 0 * 1650 0,0000 ~.. ~ m 90 98 I~5& 8:Sg2g 0,0545 ; T + L 90 1650 0.0545 , ... .-RiGiiT-fi,----g--------g-----i65o----(j1i055 ----------...-.........-...- ,.-,_~~~_~____~~_______~~~_______~~~~_____~~~~~_____2.:.~704_______ ~ ~(f>' 11~ 17~ * ~,g 8:g~~~ , LEFT (L) 13 13 1650 0.0079 0,0079 ~~ mrERSEcrIctl: 8:~& , ~i'cft~~?: O,7~ 'IDJUS'l'ED FCR RIGHT TURN Q{ RED T=98BASE,!NT. \Ur-~ ,flM\1+98OJ60.PJ:IN ,CA?-=98PMEM. TAB r") Software by TJKM Transportation Consultants ~ ""- t ". :1diticn: an 98 di60 "I!f:MfSy NoBARl' w~ 98 Base Lanes 04122100 . tknr.t:lfffat~ 348 Johnson Dr'l:~toneridge Dr p~~ t=i~MEi8CO-------IRiGiiT-rBRU-~--...--...--...--...-......-...--...-......--.........--..................... . r ~---- A 16j 10 193 ... I <-- v ---> 1 0 L~l' t73? NRI"""" -EFT 607 --- 2.0 1.5 1.1 1.1, ..... S'.mEE:T NP.ME: ~ 2331 ---> 3.1 (N:). OF LANES) 3,0<--- 1423 THRU Stoneridge Dr SliT 9 --T 1,1 <!.:.! 1..1 !.:.!> 1,0 f- 13 LEFT t:~~ E v J n1 J~ Split: Y rS S'I!lEE'I ME: Johnson Dr. __~____~ __~___~~____~!9____5ZE_____ NB ~ (f>' t i i~~8 8 :886~ rnrR(L) 8 g 19~ 8: 88M 1+~+L 1~ Ig58 8:881~ 0.0079 .----------------------------------------------------------------------- .:lB RIGn' ~R) 165 0 * 1650 0.0000 llJlJ kl gg 9g i~ 8:8gg2 0,0564 .__!-!_~____________________~~_______~~~____2.:.2~~__________________ I If~) ~g~ 23s3J ~~~g 8:M~i 0.2044 r-+uR 2340 5100 0.4588 r-if !B)--~i~----~~~-;--~-~m----T~~r---~~;~~------ , va; nl"J.:ffiSECTltN:.. . .. 0.54 0,10 0.64 B SIG WARRANTS: Urb=Y. Rur=Y r 1.008 LCS Software by TJI<M Transportation Consultants Condition: pn 98 dj60 'f!J:M/Sy NoBART nowlp 98 Base Lanes 04/'22./00 ~~~~___:~~:~~_~!me~_~~~~_____~~_______ tJI(M ME1'KD R:r~ TIlRlI r.m ----------4 I --10 I 1 I "'--- v --> LEFT 342 --- 2.0 1,5 1,1 1.1 TBRlJ 3787 --> 3,1 (N), OF lANES) RIGHT 10 --I 1.1 <~~; 1",1 ~.:.~> v J 10 115 LEFT THRU RIGHT Split? Y STREET NPME: Johnson Dr. _~____~___~___~~!!____~I~__~~~_____ NB RIGHT.r,.) 15 15 1650 0,0091 ~ ~d 19 ~ ig38 8:883~ t + ~ 13 l~ 8:88~ ____!_!-~_!_~__w______________~_____!~~___~;.2!~_____2;.2!~___ SB WiF~~L) 4sa 268 * ig38 8:~ 0,1588 LEFT tS 231 231 1650 0,1400 T + L 231 1650 0.1400 ------------------------------------------------------------------------ EB RIGHT B.) 10 10 1650 0.0061 THRll ( ) 3787 3787 5100 0,7425 JRI'R( ) 342 31~~ ~I68 8J-l~~ 0,7445 ------------------------------------------------------------------------ WB ~ fRl 125 45 * 3~1g O,O~73 LEFT 1d 253~ 253~ 1650 8:~ogg ~t&~~ INttRSECnCN: ~rcfn~vff'~~~: -It ADJUSTED FCR RIGHT TURN CN RED INT=98BASE.!NT, vor.--S8BNBART ,EMV+98DJ60 ,EM'/ ,CAP=98I1MEM, TAB I Split? N.,T,...,.,. 1,0 --- 125 ",,"""'L STREET NJIME' 3 ,0<--- 2536 'l'BEID Stoneridge tlr 1,0 T-- 6 LEFT v N W+E S SItl~y 0.0036 8,93 .00 o,~ LCS Software by TJI<M Transportation Consultants Condition: pri 98 di60 'f!J:M/Sy NoBlIRT wjWl298 Base Lanes 04/22/00 ~t~tN 348 Johnson ort~eridge or Peak ~ .T~~---------RiGHT~iHRUILEFT-------~...--...-----------~------------- . 4' 10 f1 <--- v ---> I Split? N 1.5 1,1 1,1 1,0 --- 124 RIGBI SIREET NAME' (00, OF lANES) 3,0<--- 2104 TERI1 St.oneridge Dr <!.:.! 1...1 !.;.;> 1.0 r- 6 LEFT J I I v LEFT 'lllRfi ~ Split? Y STREET NP.ME: Jol:lnson or , ___~____~___~___~~_____;;g..2.___~~_____ NB m:r fR) 15 15 l~ 8 :888~ ~R~d 15 l3 m8 8:88n ____!~_~_!_~_________________~~_______!~~_____~~~~~_____~~182_______ SB lJrftr ~~ :~ " l~ 8:~88 0,1582 . ____!_!_~___________________~!_______!65O ___-2-=.!~~~________________ :__~ ~ft:___:~~_____~~______m~ __t~~ ___~;.~~~__ WB 44 " 165(1 0.0267 2l0~ IS~ 8: ~8~g FCRTHE~: 0:' CE: ~,lW,~~~I60.W,CAP=9B.*lEM.TAB ... LEFT 343 __1 2,0 T8RU 2766 ---> 3,1 ".- 'RIGHT 10 --T 1,1 v SIG WARRANTS: U:rb=Y. Rur=Y N W~E 0,0036 0.72 8'~ '0 :s Sofb\>are by TJIIM Transportation Consultants mditicn: an 98 dj60 Fnf/Sy NoBART no wlp 98 Base Lanes 04/22./00 fl.'EBSl'X;rICN 349 Denker Dr ./Stoneridge Dr I?I..EASAN'l'CN ~~_______2~-----------_.!~~-~------------- JEM METBD ---- ~ ~r7 I <-- v ---> EFT 303 --- 1,0 1,0 1.0 1.0 ElEUJ 2534 ---> 3,0 (00, OF LANES) IGBT 155 --T 1.0 <~.:.~ 1..1 ~.:.~> v 291 1s 176 LEFT TER1J RIGHr Split? N STREET M1E: Der1ker Dr. --~---~ -~---~~---~!~--~~------ ~ I1f~B) J~ J mg 8:~ii , H: 3I~ ig38 8:~~~~ ,--_!_!-~_!_~-------------~--------~~~---~~~~~-----~~~~~------- ::_~~~------~~--------;~:_----~~--~---~~~~~-----~~~~~!_------ ~--~~~ ~~-------~~_:_----~~~-----~~!~~-----~~~~~------- ~ ~~ft) 1~ * ~~~ gJfl~ 0.3223 - ~:Jl= INTERSECJ:ICN: 8:6~ lldi-~~~?: 0.8~ ~ I Split? N 1,0 --- 42 RIGHr 3,0<--- 1668 'l'HRlJ ~i~6r 1,0. T-- 22 LEFT v ,~ E S SIG WARRANTS: Urb=Y. Rur=Y .. ADJUSTED Fm RIGHT TURN CN RED Jm=98BASE,!NT. ~ ,PMV+98DJ60 ,Pl!N .CAP=S8AMEM, TlIB LCS Softwa:i:e by T.n:M Transportation Consultants Condition: an 98 di60 'I!!I::M/Sy NoBARl' w/WLP 98 Base Lanes 04/22100 ~ 349 Denker Dr ./!;>toneridge Dr ak PLEASAN'l'CN count. Date T3IIl9 Pe Hour ------------------------------------------------------------------------ TJKM ME:l.'B:D RICm 'l'HRlJ LEFT 3t 13 \10 <-- V ---> 1 0 1~t42? NRIGHT 1,0 1,0 1.0 , STREET M1E: (N:>. OF LANES) 3.0<-- 1434 TERU Stoneridge Dr <!:.! 1..1 !:.!> 1,0 r- 23 LEFT :J Ja ~~ Split: N SI:REET NAME: Der1ker Dr , ---~ ---~---~--~~!!!_---~!~----~~------ I~ I~ ig~ g: 8i6~ 230 239 ig38 8: M~ ~~9 1838 8 J~~ 0.1982 ------------------------------------------------------------------------ SB RIGiT.f>) 33 0 '* 1650 0.0000 ____~ ~L~_______~~_________~_______1~~____~~~8gr ___~.:.~~!_______ :: ~!t1~____~~_______:~I~~_____~~_____~~~~~~____~.:.~Z_______ we 1650 0.0000 ig~ 8:8H~ THE IN'1'ERSB:1'ICN: - 0:' CN CE: ~.M.~~BDI60,Pl!N,CAP=9&MEM,TAB - I LEFT 318 --- 1,0 TER1J 1995 ---> 3.0 RIGBT 111 -I 1.0 v SIG WARRANTS' Uri:F=Y. ~Y N W+E 5 NB _ ~ft) m+L 0.2771 0,67 839 C LCG Software by TJKM Transportation Consultants Condition: pn 98 dj60 'I!!I::M/Sy NaBART no wlp 98 Base Lanes 04/22/00 ~ICN 349 Denker Dr ,/Stoneridge Dr l'LF.ASAN1'CN Count Date Time Peak Hour !~~~--~------RI~ ~ ~-------~----------------------------- I <--- v ---> 1,0 1_~~~ N~~ LEFT 273 --- 1,0 1,0 1,0 1,0 ~ ~~. STREET NAME: , '1'ERlJ 3399 ---> 3,0 (N:>, OF LANES) 3 ,0<--- 2160 '1'ERlJ Stoneridge Or RIGHI 340 --I 1.0 <~:~ 1..1 ~~~> 1.0 T-- 64 LEFT v 161 13 158 v LEFT nlRlJ RIGBT Split? N STREET NH1E: Denker Dr , MJVEMENT ~~ ~~ CN!PCITY if.Jio ~7~ NB--~~ft)-----~~--------~ii ------Ii~-----~~~-----:~::::------- t t f lH ig38 8j3~~ ---~_:_~_!_~----------------~~-----_-!~----~~!~~------------------ SB ~ (fl}) 3g~ ~~ .. l~~ 8: 5~~ 0.1364 LEFT (L) 48 48 1650 0,02.91 ------------------------------------------------------------------------ EB _ (f~) 3~~ 3~rs .. !~~ 8: g~~3 0,6568 LEFT (L) 273 273 1650 0.1655 ------------------------------------------------------------------------ 21g6 2168 .. 3~~ 8:2~92 64 64 1650 0.0388 ~~J;f: mJ:~ICN: -~t5?~?: LCS Software by T.m1 Transportation Consultants Condition: lID 98 di60 'I!!I::M/Sy NoBART w/WLP 98 Base Lanes 04/22./00 ~e~___~~=_~~~_~~j~~~~~_~~______~~~_~_____.:_ TJI<M METIm RIGBT nlRlJ LEFT 30j 18 148 ~ <--- v ---> I Split? N 1.0 1,0 1,0 1,0 --- is RIGBT STREET Nt'M:' (N:>, OF LANES) 3.0<--- 1791 THRlJ Stoneridge Dr <!:! 1Al !~!> 1,0 ,-- 64 LEFT J ~ J~ Split: N STREET Ni'ME: Denker Dr, ---~----~---~---~~!!!_---~~---~~~------ NB _ (Lf~) ~ r~ 1~38 8 :88~ Jr~'V .~ 99 11 i838 8: 8~gg 0,0600 t t k + L H6 l~ 8j8~~ ------------------------------------------------------------------------ ~___~~i~_____:!~________~_:_____l~~_____~~~~~_____:~~~~______- EB RIGHT fR} 189 109 .. 1650 0.0661 ____~_1~1_____2~~_______~~~_______!~~_____~~~~!_____~~::=_______ we RIGHT CR) 15 0 .. 1650 0,0000 ~ ~B 17~1i 17~1i I~ 8:W'a8~ TO-CAPPCITY RATIO FCR THE ~CN: ~JWPRA1'I~: CN LEVEL OF SffiVICE: ~,!m.~~~Jms8DI60,lMV,CAl?=98l'MM,TlIB W~E S .. ADJUSTED FCR RIGHT TURN CN RED INT=S8BASE, !NT, VOL=98BNBART ,M1t98DJ60 ,!MV .CAP=98P.MM, TAB A LEFT 246 __1 1.0 nlRlJ 2556 ---> 3.0 RIGa! 189 --I 1.0 v N W+E S (PeA .. "-:;~ .. II SIG WARRANTS' Urb=Y. ~Y . . . 0.0388 0,93 0,00 0" .. II. . . - . SIG WI\RRANIS: Urb=Y, Rur=Y . . .. 0.0388 0,73 0,10 0,85 .. ;,~ .. .. . ~ Software by TJEM Trat1S>Xlrtatim Consultants nditicn: an 98 clj60 'frm/Sy NoBART DO wlp 98 Base Lanes 04/22/00 ~ICN 392 Stoneridge Mall/Cariyon ~ Pleasanton ( nt Date Time Peak Hour :t 'M ~~-~---ro~f1"'r.r-......,.---~--...,....".-"....,.".......--.,...,..,-...,.::-::::-=tc f'"":T 791 _1 2.0 <i~9 1':'0 ii~(t 0.0 LSplito NRIGHT STREET ' '~lIJ 0 ---> 0.0 (N:), OF LANES) O,Q<:--- 0 TERlJ canyon~' tGBI 124 --I 1.0 1.0 2...0 0,0 0,0 r- 0 LEFT v <-:1 ~r:> v LEFT TERlJ RIGHT Split? N 5IREET ~: Stcneridge Mall .. H:M'MENT ~ ~ CAE'PCIT.{ iJ.fJ.o ~~ rljllir--- ~ ---'--~""''''--''''''i~~f''''''''''g]~r'''-'''~~~~''''''''''''''''''''' ... ~___~~~) =__~t__-~_~b--~~~_~~~=]~6!!t~~~~~~~~=~=~ ~_~~:_____~____---Z~~_:_____~~~__".__~~~~~..............~;~~~.................... i 0,30 8,10 ,40 A ~E ; SIG WARRANTS: . Urb=N. Rur=N r - , t , ) Software by TJEM Tran.spJrtation Consultants ..oditim: an 98 di60 'f!/:),I//Sy NoBAR! w/WJ.J? 98 Base Lanes 04/22/00 ~~E~rn 392 StoneridgeT~/CanyollWY . peakP~ant.on-. ..... .... ... r l<M M::'l'8:i)---------RIGHT"niRirUFF........-......-----......-,,.......'''....,,........................-,,.......,.;7...............=.'" · "-------- A 221 r lOA I <--- v ---> I Split? N LEFT 822 --- 2.0 1..9 1,0 0.0 0.0 --- 0 RIGHT STREET NAME: rRlJ 0 ---> 0.0 (N:), OF~) O,Q<:--- 0 TllRIJ Canyon Wy L-~ 134 --! 1.0 <!.:E 2...0 ~~>O,O r- 0 LEFT W~E -'110 v; SI8~ :::-'S ~ ~ RIGHT Split? N r , i SIREET NllME: Stoneridge Mall ClUGINAL ADJUSTED V ICO CRITICAL ___~_____~_____~___~~___...~.........--...--~L~...--...-_-_ ?' ~ ~B ~ ~ l~~ 8:8j1~ 0,0152 .----------------------------------------------......-...-------------------- I ; RIGHT (R) 227 227 1725 0.1316 ~....:::_-~~~-------~~---------~~-----_!?~----~.:.~!?~-----~.:.~!?~------- ..a rmr(~) ~ 8~ 1r ~~18 8j;~ 0.2768 ~--------------------...------------...-...,.-----...,...."'...,...."'-"'-......"'........."'..."''''...............'''.... t VOLU1E....:;",.,.,." T'f 0.31 , ADJUS~'~,. 0,10 , ~-~l:F 0,41 AADJUS'IEl FCR RIGHl' nJRN Cli RED . 11'=98BASE, IN'! , VtL-~ ,PMV+98DI60 ,PMV ,CAP=9l3AMEM. TAB .~. r r CoIO I.CS Software by TJl<M Tran.spJrtation Consultants Condition:' pri 98 clj60 'f!/:),I//Sy NoBART nCl wlp 98 Base Lanes 04/22/00 IN'mlSe::TICli 392 Stoneridge Mall/~ Wy . Pleasanton Count Date . . Time . Peak Hour .- TiM 'M:E:tfii)--"":~--:':'~-iiiiii~~-iiFr-'--...--:------~....~~~"":~...~-:...--... 821 lto I 0 <--- v ---> 1,9 1,0 0,0 (N:), OF LANES) 1.0 2...0 0,0 <:r !4 r:> LEFT TllRIJ RICXiT Split? N SIREET NAME:: Stoneridge Mall MJVEMOO' ~W ~ CAPPCIT.{ rlMIo auw~ . .~~jj}...Ilr::=:~[:~:::~~~~:::~J~~~~::-g~~~~~_=~~~i;=:=:~ 55 _ (fT}) ~t~~t~ H~ U~~~ 0.0638 ------------------------------------------------------------------------ ~__~S~:-~---~~~--"....".......~~~-:...~~--~~~--".-~~~~ __...-~==:~--...--- LEET 11lRlJ RICXiT A I 349 --- 2.0 o ---> 0,0 338 --I 1,0 v ~ 0,0 L~plito NRIGB'I S'!REE:T NI'ME' O. Q<:--- 0 TBRU Canyon 'fly , 0.0 r- 0 LEET v N W+E S SI8~y 0,36 0.10 0.46 A I.CS Software by T.m-1 Transportation Consultants Condition: pn 98 di60 'f!/:),I//Sy NoBART wfWJ.;P 98 Base Lanes 04/22/00 ~oo 392St.oneridgeT~/Canyon Wy. PeakP~anton . .t3Rl;f~:;;:::::::::.:::",;:-.:::...ltr~TI'iiID"'lffi..."....".......-......~-:::"..........."""'7...~--7"'...~...~".......,. 8211tO \0 A <-- V ---> 0,0 l_~t?o, N"....... 1,9 1,0 0,0 ,t'U.\X1J. S1'REE'l' NAME: (N:), OF LlINES) O,Q<:--- 0 TBRU Canyon Wy 2.:.~ 2...0 ~.:.~> 0.0 r- 0 LEET . I '4 I 0 v rm d RICXiT Split? N STREET NAME: Stoneridge. Mall ___~___...~...--~~--7~~......-~9...,.,.-~!Z~----- NB TBRU (T) 94 94" 316450 8,0272 . LEFT (L) 226 226 50 ,1370 0.1370 SB--RIGHt7(R)-----824--------8i4-------i725-----0~4777-------......--------- ____~_S!l______!!~________!!~_______!?~_____~.:.~~......~-~.:.~~-______ EB HW(~} ~~ ~~ 1r ~~18 g:m~ 0,1509 --..--"-::;:'~~::~.;:_...;"-::77~.;',;:~=.~':";::;,;,;~:7_:_:,"";-"'70:7:'~,-77,~~'7,7':':~~7~~:':.7:-:...~7:__:~7"~t::::':.:_::____':""":..."":~..."-~_ ~~ INml.SFJ::TICli: 8:I5 ~Im-~~~9: 0.4X 1r ADJUSTED' FCR RIGHT TIlRN rn RED mT=98BASE, IN'! , VOL=98&1BARl' . EM\T+98DI60.!MV ,CAP=9l3AMEM, TAB LEFT THRU RIGHT A I 350 --- 2.0 o ---> 0,0 329 --I 1,0 v SIG WARRANTS: Urb=N, R1lr=Y N W+E S LCS Software by. TJl!:M Transportation Consul.tants Condition: an 98dj60 'f:'I:M/f!'m:T 00 BART 98 In BASE In IN'l'ffiSECTICN 901 SariRan::lnVally/I-58O WB Off DUBLIN ~-~~~----------_..!~------------_!:=~~----------- TJl!:M MmD) 09/'22/00 --------- ^ ~i ~ 7 ^ I <-- v --> I Solit? N 0--- 0.0 1.9 2.0 0,0 2,8 --"1300 RIGHT o ---> 0,0 (00, OF LANES) 0.0<--- 0 'l'HRU ~~ W ~ E 0 --i 1.9 <~~I ~l: !~ 2.0 r- 429 un SIIT~Y S LEFT 'lBRlJ RIGHT Split? N STREET NAME: SanRamnVally un 'l'HRU RIGHT __~_ ~__ ~ _~~I~____~~O ___:5ZE:____ ~___~S~~______________~ ______~r~_____~~~~_________________ ~__~S~~___________!~~_______~~~_____~~~~___~~~~:~_____ ~_~~_S~2________________~_______~Z~___~~~~~________________- WB 833 '" 2970 0,2805 0.2805 429 2970 0,1444 ~-rN nu~l.l.CN: ~cE?: LCS Software by TJl!:M Transportation Consultants Condition: an S8di60 JPR/f!'m:T 00 BART w{WLP 98 In BASE In nn:=tl.;dCN 901 SanRam:mVa1+y/I-580 WB Off DUBLIN Count Date T.ti!le Peak HOW: ------------------------------------------------------------------------ TJI<M ME'lBD RIGHT THRU LEFT 1301119 I 0 <--- v --> I SpJ4t? N 1,9 2,0 0.0 2.8 --- 1300 RIGHT STREET NAME: (00. ClF LANES) 0,0<-- 0 'lBRlJ 1-580 WB Off <2~2 2",0 ~~~> 2.0 r- 481 un -112kt9 v ~ 'lBRU RIGHT Split? N STREET NllME: SanRalDnVally _~__~-_~__~~__~..2____~~_____ NB ~ (~) J~ J~~ !l~ 8:~m ------------------------------------------------------------------------ ~__~S~______________!~______!~____~~~___2~~:~_______ ~__~~_~__________________2____~Z~____2~2~2_______________ WE ~(8) ~i" ~~8 0.2805 09/'22/00 LEFT Tl3RlJ RIGHT o _1 0,0 o ---> 0.0 o -1 1. 9 v SIG WARRANTS: Urb=Y. Rur=Y N W~E /p f I .. LCS Software by TJl!:M Transportation Consul.tants Condition: pn 98dj60 JPR/f!'m:T 00 BART 98 In BASE In ~CN 901 SanRatxmVap-~I-580 WE Off PeakO:~ ------------------------------------------------------------------------ TJI<M ME'lHD ;..~ . 09/22/00 --------- A Rf; ~ ro I <--- v ---> o --- 0.0 1,9 2,0 0,0 o ---> 0,0 (00, OF LANES) o -i 1,9 <2~~ 2",0 ~.:~> ! 2J5 !67 LEFT TIlRlJ RIGHI' Split? N STREET N/!ME: SanRaronVally MJVEM'm ~ ~ CN!PClTI iJ!fio ~ NBi-RIGHI-CR,-----967--------967-------i725-----0~6------------------ ____~ S!I-____~~~~_______~~~_______~~~_____~~~2~____2~:~~~_______ SB mr(~) H~~ m~ ~4~ 8:~3~. ------------------------------------------------------------------------ EB RIGHT (R) 0 0 1725 0.0000 WB--RiGBT-(R)----i268-------io02-;-----2970-----~3374-----0.3374------- LEFT (L) 458 458 2970 0,1542 'PCIJfu~rH IN'.l'ERS&:TICN: ~~?: '" ADJUSTED Frn. RIGHT TIIRN CN RED INT=-EO-:s&;E, !NT. VOL=98BNBART ,R1V't98DJ60 ,R1'ltm1P ,R>lV ,CAP=ID-PMlM, TAB LEFT TIlRlJ RIGHT ^ I Split? N 2,8 --- 1268 RIGHT STREET NPM:' 0,0<--- 0 'lBRlJ. 1-580 WE Off 2,0 ,-- 458 LEFT v .. N W+E S SIG WARRANTS: Urb=Y, ~Y . . .. 6:88 1,06 F . . . .. LCS Software by TJl!:M Transportation Consultants . Condition: pn 98di60 "I!I:M/f!'m:T 00 BAR:!: w{YLP 98 In BASE In ~CN 901 SanRaronVafl-JiI-580 WB Off Peak~. ------------------------------------------------------------------------ TJl!:M ME'lHD RIGHT THRU un --------- ^ 1111 18i I 0 ^ I <--- v ---> I Spgt? N o --- 0,0 1,9 2,0 0,0 2.8 --- 1268 RIGHI' STREET NPM:: . 0 ---> 0,0 (00. ClF LANES) 0,0<--- 0 TIlRlJ 1-580 WE Off o --I 1,9 <2~2 2",0 ~~> 2,0 ,-- 457 LEFT v ! 2Js 165 v LEFT TERU JGHT Split? N STREET NAME: SanRam:mVally __~___~~___~__~~!!__~~2____~~______ NB ~(~) 24~~ 2~~ ~l~ 8:1~ 0,7203 ------------------------------------------------------------------------ ~__~(~____!~~____ i~_______~~_____~~~~__________________ ~__~~~2_______~__________~_______!Z~_____~~OOOO _________________ WB fMT(8) ~ 12g, '" ~~8 8:~~~ 0,3374 \ULtMH'O-CAP.ACI1Y RATIO FCR THE m:I'El.'lSB:TICN: 1.06 ~~~&Jr~: ~:8g IN'.l'ERSEX:iIdftEvEL OF SERVICE: F ~~~~8DI60,R1'ltm1P.R>lV,CAP--EO-lMM.TAB 09/'22/00 . LEFT 'l'HRU RIGHT IdII 11II N WSE SIG WlIRRANTS: Urb=Y, Rur=Y . i3i . .. " . .. . ..- ! I. LCS SoftRmre by TJIiM Transp:>rtaticn Consultants r::aodition: an 98dj60 10 N:) llARI' no l-i..nn .. '. , l:N'l:mSEl:TICN 001 SanRalIJnV'illy/!--580WB bff IltJIl[;!N .. . ~~----------_!~----------~=~~-------- r~~ ~ RI2dfITr ~ . I I <-- v ---> I SpHt? N ! LEFT 0 -- 0.0 1.9 3.0 0.0 2.8 --- 1300 RIGHT TERU 0 ---> 0,0 (N:). OF lAmS) 0,0<--- 0 TERU ~~iWl!~ r-<uGHT 0 --- 0.0 <0,0 3...0 !~> 2,0 f- 429 LEFT rW~E t !Jsl22 v S LEFT TERU RIGHT Split? N S'lREET W11E: SanRmxlnVaUy r: MJVJMm .~ ..~ CAPPCITi RXf~ ~ , NB- RIOO-cRj--Sz2------- 322 ----1725--,.-0 ,1007--------,.--,.,.,.- ____TERU-1~l___~______!2_~_______~Z~__~~~~~_______________ rSB _~) l~go 1~0 ~7,5 p536 . .m ,. ,_______U____!__~___....!~______2:_~_____,.~~~~---,.~~~~--,."..,,,..,., ~ .f1B RIGHT (R) 1300 922 .. 2970 0,3104 0.3104 .." I LEFT (L) 429 429 2970 0.1444 'fRHrr~ INTERSEX:rICN: 8:ro r ~St~~~~9: O.7~ t..* ADJUSTED FCR RIGHT 'l'tlRN CN.RED INT=-ro-MrT, !NT, \UL--iJ8BNBART ,.PM1Kl8DJ60 ,AM'JtTEMl?#IN ,CAMlIT-P.MH1. TAB 091'22/00 SIG WARRANTS:y Urb=Y, Rur= r t t LCS Software by TJIiM Transportation Consultants .-Condition: an 98di60 10 N:) BART w/ WLP HIT !m:rE:RSFcrICN 901 SanRalXlnVa!+y/I"580 WB OffIlllBt.m ~ CoUnt Date TilDe Peak Hour . "TJKM~----:RiG8T TBRU-iEFT----------------..------------------- 130,119 I 0 <-- v ---> 1.9 3.0 0.0 (ro. OF LANES) 0.0<--- <Q~ 3...0 1,9> 2.0 f- j Ja ~ Split: N STREET NPM:: SanRmxlnVally r ___~ _~__ ~___~~__~~__~~_____ ~ ~J~~S~) __M___~~______JI'3. _JJ~t_______________ ~_ - sfr l~_____!~~t____ 3r~~~_~J~t__Q~~~____ WI! m " ~~8 8js~ . 0,3104. .' RRTaE~cN: 0.68 0: : 8JR CN~: C ~~~.~I60.AM'Jt~.~,~-;;~;;;. 09/22/00 ii' , LEFT LTERU RIGHT ~ o _J 0.0 o --> 0.0 o --I 0.0 v ~ 2.8 L~tl5o NRIGHT STREET N/ll1E: o TERU 1-580 WI! Off 481 LEFT N W+E S SIG WARRANTS: Urb=Y, Rur=Y !tJ1L.- LCS Software by TJIiM Transp:>rtation Consultants . tanditi.ori: pti. 98dj60 10 N:) BART no WLP HIT ~CN'901 SanRalXlnV~~I-58O WB Off PeakDlJ:JN ------------------------------------------------------------------------ TJRM ~ 09/22/00 ----------- ~ RI~ ~ r I <-- v ---> o --- 0,0 1.9 3,0 0,0 o --> 0.0 (00, OF lAmS) o --I 0.0 0,0 3...0 1,9 v <--I 2J5 ~:> LEFT TERU RIGHT Split? N STREET NAME: SanRamnVally ___~___~___~___~~~____~j~___~!t~____ NB _(~) 2~~ ~~~i~ g:~~ 0,4802 sa..,,_~~)~=l~fr--~c:fMr.,---:::~!r~r----g~~~~~ ---"..,.,.--,--"..,.,- WB--RIGBT"CR).,~-~tz~------~S54.,;---- zs70-----O:32i2-----0~32i2:------ LEFT (L) 458 458 2970 0,1542 LEFT THRlJ RIGHT ~ I Split? N 2.8 --- 1268 RIGHT STREET N/M:' 0,0<--- 0 THRlJ 1-580 WI! Off 2,0 1- 458 LEFT v N W+E S SIG WARRANTS: Urb=Y-, -Rili=Y ~'INTERSrcrrCN: ~~d?: g.ao .07 O.8b .. ADJUSTED Fa:t lUGHT 'l'tlRN CN RED INT=-ro-MrT . !NT, \UL--98BNBART, H1\T+98DJ60 ,J:MtrtTFMP ,R>1V ,CAP=MIT-P.MH1, TAB LCS Software bY' TJIlMTransportaticiritorlsUltants Condi tiori:pti 98di.60 EO roBAlu' w/wt.PHIT ~CN 901SanRalXlnVap-~!-580 WB Off PeakDl~ --~------------------------------------------------------------------- TJIiM ME'llm RIGHT TERULEFT --------- 1111112 I 0 <--- v ---> I Split? N 1.9 3,0 0.0 2,8 --- l268 RIGHT STREET N!M:: (N:), OF LANES) 0.0<--- 0 THRU 1-580 we Off <Q~Q 3AO !~~> 2,0 T-- 457 LEFT j Ja ~ Split: N STREET N!M:: SanRamnVally ClUGINAt.' ArousTED V ICO CRITICAL ---~-----~-----~-~~---~-------y~-------- NB _ (~) 2~~ 2~~ ~H3 U~8~ 0,4802 ------------------------------------------------------------------------ :e___~~~:____~_______!~~~_______~;~~___~~~~~~_________________- WI! fWF(~)' ~g~ . 2~" .. mg gj~~ 0,3212 VOL1.M::-'l'O-CAPPCITY RATIO FCR THE: INTERSFr:TICN: 0,80 ~R.:R~~~: 8:g~ IN'!'ERSEX::IICli LEVEL. OF SERVI~: D ~il\h~~.Wits8J)I60,!MV+~,;V,~~AMEM,~' 09/22/00 LEFT TERU RIGHT o _J 0.0 o --> 0,0 o --I 0.0 v SIG WARRANTS: Urb=Y, Bur=Y N W+E S CS Software by TJKM Transp:>rtatian Consultants Onditicn: pll 98dj60 'f!I:iR/S:I NoBART no \'I~ 1D Base Lanes 04/'22/00 N'l.'EP.SEcrICN 903 Foothill Rd./I-580 EB Off PLElISAN'ICN ~-~------~-----------~~~----------- :JKM Me:IB:D .----- ~ RI, Ef 7 I <-v--> .EFT 838 -- 2.0 1,9 2.0 0.0 :HRU 0 ---> 0.0 (N). CF I.Nll:S) UEBT 832 -1 2.8 0.0 3...0 1.9 v <-1 610 1:; LEFT TERJJ RI<ET Split? N STREET NAM'.:: Foothill Rd, - 0.0 LSplit6 NRI<ET S'l'REF:T NI'ME' 0.0<--- 0 TERU I~580 EB Off 0.0 ,- 0 LEFT v SIG WARRANTS: UJ:b=Y. Rul:=Y ~ ~ E S _~_ ~___~__~~____~Io___57~______ ~. ~~___ ~___~_____ ~i~___J~~~t______________ ~ _(~~___~____~ __.-l1;~ ___~~~____~:.~______ E:B RIGB'l' (R) 832 472 * 2970 0 .1589 ___~_~L___~~__~_____~?~,-~:.~~---2.:3~~------- 0,64 8:12 c llE Software by TJKM Transportation Consultants Conditicn: pll 98 di60 F!I:M/S:I NoBART \'I/'iILP 1D Base Lanes 04/'22/00 ~ -~~:~~ ~~=~-~-~----~~~-------- !~~ A RIiEfj6 _ I <- V --> I Split? N LEFT 838 -- 2,0 1.9 2.0 0.0 0,0 --- 0 RIGHT S'IREE'l' NI'ME: TERU 0 -> 0.0 (ro. OF I..ANES) 0.0<- 0 TERU I-580 EB Off RIGHT 829 I 2.8 <2.:.2 3...0 1.9> 0.0 r- 0 LEFT v j l j~ Split: N STREET Nt'l-E: Foothill Rd. __~__ ~~_ ~ ~~__~2___~~_____ ~_-(~) _ ~g~___~L____J!~___J~~~________________ ~ g (tr___~~ __ J~t____J~~t___JJ~~_____2:.~?2?_______ EB _fj1f(~~____J~____~t=-~t____t~___2:.~~______ N W+E S SIG WA"RRAN'1'S: UJ:b=Y. RuJ:=Y 0.65 0.10 0,75 C fpJ3 llE Software by TJ>>! Transportation Consultants Condition: IID 98 dj60 !!!::M/S:! NoBART no \'lip 1D Base Lanes 04/'22/00 INTERSEJ:'IICN 903 Foothill Rd,/I-580 EB Off PLF.ASAN'l'Ctl Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM t-:E'lKD RIGHT THRl1 LEFT ----------- ~ 74j 1218 I 0 I <--- v ---> LEFT 945 --- 2,0 1,9 2.0 0,0 THRl1 0 ---> 0.0 (00. OF LANES) RIGHT 959 --I 2.8 <~2 3...0 ~:.~> v ! '2215 ~94 LEFT THRl1 RIGHT Split? N STREET NI'ME: Foothill Rd, .. .. 0,0 L~to NRI<ET. 0,0<-- 0 TBBIJ ~~ 0.0 r- 0 LEFT v "'f{ .. W~E S .SIG WARRANTS, Urb=Y, RUr-Y .. ___~____~___~___~~!!____~2____~~______ ~__~i!~~____~~~_______~~______~~~_____~~;~_____~~~~___---- ~__~i~~____~~~______~~~_______~~~___8:~Z~!__________________ EB RIGHT (R) 959 562 ." 2970 O,189Z ____~-i~2______~~~______~~~_______~~Z~____~:.~!~~_____~:.~~~--_---- 0,76 0,09 0.85 D . ... .. . . LC6 Software by TJlIM Transportation Consultants Condition: pll 98 diOO !!!::M/S:! NoBARr w/'iILP 00 Base Lanes 04/'22/00 IN'l'ERSEI:TICN 903 Foothill Rd.lI-580 EB Off P ak:E'LF.ASAN'l'CN Count Date Tune e . Hour ----------------------------------------~----------------------------- TJ1<M ME1KD RIGH'l' Tl:JRU LEFT 71'7 I 0 ~ <--- v ---> 0 0 L~lito? N"'T.GHT 1. 9 2,0 0 . 0, Ail STREET NI'ME: (00, OF LANES) 0.0<-- 0 TBBIJ' I-580 EB Off <~2 3AO 1.9> 0.0 T-- 0 LEFT J~~Split:N S'IREET !WE: Foothill Rd. ---~----~--~::.._-~~----~---~~----- NB _(~) ~~~ ~~ SH3 8J2~ 0,4414 ------------------------------------------------------------------------ ~__~i~~____~_______~_______~~~____~~~~~_________________ ~__~i~~~__~t_______~t:____~~~_t~~____~~~!~_____ . . LEFT TBBIJ RIGHT - I 945 --- Z.O o --> 0,0 881 -1 2,8 v SIG WARRANTS' Ur'b=Y. ~ . N W~E . .. INmSECnCN: 0.76 0,09 O,8B '/< ADJUSTED FCR RI<ET TURN CN RED INT=-IO-BASE.!NT,.u.-~ .:EMY+98DI60 .EM'l,CAP--ID-JMM, TAB .. " .. .. .. r " LP I~ r- . f PLEASANT ON LEVEL OF SERVICE WORKSHEETS: GENERAL PLAN BUILDOUT + PROJECT r- . . ~ , r- ~. . r- I.CS Sofbomre by TJIIM Transp:ll:tai'...i.cn Cocsultants r:.a:: 9::~~lin mC::98.~:~ 09/21/00 \ .:aunt. Dat.e _ e TJfM ~ ~ RI~ ~ lf1 I <-- v --> 224 --- 2.1 1.9 3.0 2.0 90 --> 2,1 (N:), CF LANES) 175 I 1.0 <~ 3...1 !~> v J Jo 137 lEFT TBRIJ RIGIT Split? N smEE:r WM:: Foothill Rd. ,-. " MNMNr _~_ ~~PCI'IY",,-iJ!i~~~ aur,f!J: .~.~ , NB RIGIT~) 37 37 1650 0.0224 .!Wf ~d 8~ ~ ~~98 8:M3~ T + R S2.7 5100 0.1818 0.181B r-------------------------------- ~ sa _~) m m 3I~ 8:fs~8 _~ gL~2~__103~__~~__2.:.~4B5 EB wm:r(~) 1~ ~ " !918 ~ 8:8~~ WL (LS 224 ~~ ~1~ s 8:8~ ------------------------------------ we RICm~) 233 0 .,. 2970 0.0000 BJf ~tS ~ 'i t~~ 8 :88l~ ~~RATIO ~~ :n(l:~.dl.d: ~~-~~o: m~J.'1CN LEVEL CF srRVICE: ~.iW,~&aroJ.~APEUID LEFT TBRU ~GlT ~ r Ii ~ E S ~ 2.5 LSp~ YRIGlT 1.0<- 12 l'BRU ~~ 1.0 j- 7 LEFT v SI~~Y 0.3485 ------ 0.0720 0,0070 0,61 8:,~ C r i , + I.CS Sofbolare by. TJIIM Transportation Consultants Condition: BIl 98 di1IA BM/SyiilARTALLwfW!2 98 BS Ln 09/21/00 r ~gCN _:~:_:oothil1 ~~lin CanyOri . _.!!..~ ~ TJIIM tEIBD RIG!il' TBR1J un 211 8r IF <-- v ---> I Spl!t? Y 1,9 3.0 2.0 2.5 - 234 ~cm smEE:r ME: (N:), a LANES) 1.0<- 12 l'BRU Dublin Canyon <~~ 3...1 1.1> 1.0,- 10 LEFT ~ ~ J&1r Split: N smEE:r NtM:: Foothill Rd. CRIGINAL . J\DJUSTFD . . V IC QUTICAL ~ ___~__~__~_~ ~.E..__ vIe , NB m-r ~~) 8~ ~ . . .~~6f 8]1~ WR L 93 ~ ~b8 8:ml 0.1871 p SB-lJf~ft)----:i---~rJ ---~a -[~ -------- , ------- -~~~-- . EB _,~) 1~ 95" 1650 0.0576 WLttS 225 ____~__n~~ 8:gm~~~__ r we j(f(~) ~ J " W~ 8:8898 0,0070 , ......... (L) 10 10 1650 . 0.0061 ~nli7 IN~ncN: 8:fo -~~?: 0.7~ l ~.~,~~~mt.~APPLm> r-. it LEFT LTBRU RIcm ~ I 225 -- 2.1 89 -> 2,1 175 --j 1.0 v SIG WARRANTS: Url:FY, ~y r N . W+E t S n &/0' I.CS Software by TJfM Transportation ConsUlt.ant.s Condition: pn 98 cljBA BM/~ no ?lIp 98 Bs Ln 09/21/00 mr=tJ,;.riW 302 Foothill Rd,/Dublin Cat\YCIl R.F.llSliN'l'Cf ~~~-"'i~-~- I <- v -> I SDlit? Y LEFT 300 --- 2.1 1.9 3.0 2,0 2.5 -.12oi RIGHI TERlJ 43 -> 2.1 (N:). OF LANES) 1.0<- 65:taRn ~ ~ RIGHI 294 -- 1.0 <~.:2 3...1 1.1> 1.0 r- 83 un Ii ~ E ~ 17b 1J7 116 v S LEFT TllRIJ RIGEn' Split? N smEE:r tW1E: Foothill Rd. MJVEM:NT ~. ~. CAP/CI'IY FJ!io ~ NB--if ~ft)-- l~f----- l~f--- ~ -T~------------ __!..~__________~____2~_~~~_.E,33~_ :_]fr~~~__:~______=~__~~___~:~_____~~~~____ EB _~) ~~ 2~~ " ~9;g 8:MIl 0.1297 ~L k~ 300 ~g 2m ~ 8:8m Wa-if~)---i2f-----1f*-1~---~Ji----O'2040----- ~RATIO FCR 'lllE~: 0.87 ~ai-LEVEL~: . 8:gg ~,~,~Jmg8DJB.t~.APP1JE> SIG WI\RRANl'S:_ Uri:FY, RuI=Y I.CS Software by TJIIM Transportation Consultants Conditim: Po 98 di1IA ~/~ w/'tU 9S Bs. Ln 09/21/00 ~ ~O:':'~ll~~~_~_~!..ak~________ TJIIM t-mBD RIG!il' l'BRU un Ii lOr i91 A <-- v --> I SpJJ.t? Y (~~ a:.~~ ~:~== l21~ := = ~ <~2 3~1 !.:.!> 1.0 r- 95 un 17! 61 119 v LEFT 1Mfi RIGIn' Split? N smEE:r NiIMi.:: Foothill Rd, CRIGINAL .ADJUS'l'ID Vie CRITICAL ___~__~_~~ _~JFIT'i__~~____V/C _____ NB _(~) 16~ 16~ ~~ 8:gm ___!TR(::____:~~_____~ __~8 8:gf~__2~~~_ 55 V (.p}) 105919~ 1b3~ sill g:~~ LEFT (tS 91 591 , 2970 0.1990 0.1990 ------------------------------ EB u"Gfl' tR) 294 214 '* 1650 0.1297 0,1297 ~JT~~~_~~J~____~~~ I g~~~__________ WI'! _~) LEFT ~S LEFT 300 __1 2,1 TBR1J 44 ---> 2,1 RIGHI 294 --T 1,0 v SIG WARRANTS: Url:FY, RuI=Y N W+E S ~'* 95 0.2098 LCS Sofbmre by TJI<M Transportaticn CorIsul,tants Calditiat: pn 98 djBA :oow/~ 1'10 wlp ro Bs In 09/21/00 ~teJ.CN 302 Footbill ~~lin ~ Peak~ ------------ ----- TJI<M~ A RI~~~ I <-v-> LEF.r 224 -- 3.1 1.9 3.0 2.0 TIlRIJ 90 -> 1.1 (N:>. OF LANES) RIGn' 175 --1 1.0 <2.0 4A,1 !:.!> 1.11 v J 8L 137 v LEFT THRlJ RICE' Split? N S'!REE:X WM:: Foothill Rd. M::lVFM:NT ~ ~ C'.AP1CI'lY Pmo 0Uij~ -----------------_--:-_---------- NB wwr ('~.~) 37 37 1650 0.0224 un (t~ ~ 8~ ~ 8:~~ __!..!.!_________ 92Z___ 682.5 0.1358_____ 0,1358 ___ : ~lIT~_!~~_ l~____~tL_g:~~__~3485 ___ ~ mf~ff) ~ 22~4 " !~~ s 88:gH~ T + L 31 5100 $ .0616 0,0616 ------------------------------------------------------------------------ \ill RI<El' ,~) 233 0 " 2970 0.0000 lB'i tt3 'i 'i 1~S8 8: 88n T+L 19 1650 0.0115 0,0115 ~~JI; INmRSEX:IICN: 8:18 mf~l~s1Hri~ft~~: O,6~ '" AJ:JJtmE) FCR RI<El' 'l'l.IRN CN RID S SEe:IAL IIDJllS:lM:N1' APPLIED INT=-OCl-BASE. mr, VCL=98BIIBI\R:r .~8DJBA.J\M\7 ,CAP=ro-/lMEM. TAB A 2,5 L~ YRIGBI 1,1<-- 12 TIlRIJ ~ ~ 7 LEF.r W~E S SIG WARRI\NTS: Urb=Y, Rur=Y LCS Software by TJKM Transportation Consultants Calditicn: pn 98 diBA BM/Sy+BARTALL w/WLP ro Bs In 09/21/00 ~~CN 302 Foothill ~~lin Canyal. Peak~ -------------------------------- TJI<M ~ RI, l' 1f LEFl' 225 -1 3.1 <- V --> 2 5 LSpli23'tr Y""'GHT 1.9 3.0 2.0. .. ~ STREET WM:: TIlRIJ 89 --> 1.1 00. OF LANES) 1.1<- 12 TIlRIJ Dublin Car.lyan RIlE' 175 -1 1.0 <~~ 4...1 !:.!> 1.1 T- 10 LEFl' v J ~ J8ih Split: N S'mEEr 1Wt1:: Foothill Rd. --~- ~ -~ ~ ~-~~---- NB If+ (L~) 8~ 8~ ~ 8:~~S2 T-+1t( ) 93 9~ ~ 8:~~~ 0.1398 ------ ------------ 55 RIGHT~) 217 217 1725 0.1258 ~~__-!~ IBM ~a 8:~~ __O,36~__ tJ3 RIGrI B) ~ ! " r~ g:8~i __f!fJL ~ ~ ___2!~-2!~ ~ __0.0616 WB RIGHT~) 234 0 " 297050 0.0000 THRU ~tS 12 12 16 0.0073 WL L 10 ~ l~ 8:8~s 0.0133 \a.tM:-'lO-CAPJ\CITY RATIO ~ ~Q{: 0.58 ~~Cj'r: 8:sg Jlf~.i(N I.EVEL CF SERVICE: B ~fi-~~8D~~~~ N W+E S SIG WARRANl'S: Urb=Y, Rur=Y 0,0616 /pIle . LCS Software by TJI<M Transportaticn Consul.tants Ccn:iition: pIl 98 djBA BM/Sy-li3/iRTAU.. . no wlp ro Bs Ln 09/21/00 ~CN 302 Foothill :Rd., {Dublin Canycn FLEASAN'l'CN ~ ~~_____ Tim;..__________~eak Hour !~-~ A ~1f~ ~ I <-- v ---> I SpUt? Y LEFT 300 -- 3,1 1.9 3.0 2.0 2.5 --- 1207 RI<El' TIlRIJ 43 --> 1,1 (N:>, OF LANES) 1.1<--- 65 TBRU ~ ~ ~~ 294 -1 1.0 <:j 1:1: t:> 1.1 r- 83 UIT SItl~y S UIT TBRU RIGiT Split? N . STREET NtM:: Foothill Rd. MmMM ~ ~ CAPACI'lY iNio ~~ NB--If~~'~~r---~~r------ ~ --- g:~~ --------- T + R 1683 6825 0.2466 0.2466 ------------------------------------------------------------------------ 56 mT~ff) 1~~ 1m ~~ 8:;2 0.2024 . Eii-1jf ~ff)---~------~- ~M -;----~~~-:--1:8m --0:1297------ · T + L 343 5100 $ 0,0673 ws--RiGiiT],---i20,-----Eio6';----zs70---0 ,2040 -0:2040------ ~L~ ~ ~ 1~ U~ 8:81 '!HE INT.E:P.SEr:rICN: 0:' I;"',,," .. . . . iii . .. LCS Software by TJI<M Transportation Consultants Condition: pIl 98 diM lnI/SyiilARXAIL w/WI.2 m Bs Ln 09/21/00 ~~CN 302 Foothill ~~lin Canyon Peak~ ------------------------------------------------------------------------ TJI<M ~ RIGiT THRIJ LEF.r 19i lOr i1 ~ <-- v -> I SpUt? Y 1.9 3,0 2.0 2.5 --- 1214 RIGHT STREET NPM':' (00, OF LANES) 1.1<--- 65 THRlJ Dublin CanyOn <2.0 4...1 !:.!> 1.1 r- 95 LEFT ~ ~ J~ Split: N STREET IW1E: Foothill Rd. --~- ~-~-~~--~ --~~----- NB WiW' (~) 1635 16!8 ~ 8:~m WR(L) 170 1~ mg 8:~~ 0.2445 sa--mcm""iR5----iss-----19s--172s---O:wo---------- __~J~L___~~____~~______~~~~~____~!~____ tJ3 RIGiT~) 294 214 * 1650 0.1297 0.1297 __1Th~___:~~______J~____ URt~_J~~ ________ .. WB _~) 1214 623 '" ~70 O,2~ 0.2098 ~L ~d ~ Ja l~~ 8:8~8 ~~~RATIO FCR ~ INl'ERSECJ:lCN: 0.78 rorALVOLtM:-IO--CAP~' 8'~ IN~lICN LEVEl.. OF SERVICE: . D ~~~~~IED - LEFT TBRU RIGBT I 300 --- 3.1 44 ---> 1,1 294 'I 1.0 v SIG WARRAN'IS: Urb=Y, Rm=Y - N W+E S . .. ,,:4 III .. III . LC6 Sofbo1are by TJKM TranspoJ:t.l!t.on Consultants .::cnditicn: an 98 djBA B:>R/Sy+BARtAU. :rlow1:P98BsLn 09~1/no r tN~rICN 304 FooWlllld./Staneridge Dr .u1..l'LFA'Wl'l.tN . , .:::ount Date -2~ . P....... Hour ~~ n !'LEFI 'l'ERU ~ f w ~ E S A RI'~~ A . . . I <- V --> I St>l.it? N 4 - 1.0 1.1 2,1 2.0 2.5 -..;:c~-522 RIWI 30 --> 1.1 (m. CF LAmS) 1.0<-- 19 'l'ERU ~~br 3 I 1.1 <~~ 3...1 ~.:.~> 1,0 r- 109 LEIT v ~ Ja 199 v mT mRlJ RIGaT Split? N STREEI WM>: Foothilllld. r MJVHm ~ ~ C;P;PJcrr'f FM10.. ~~ &,------------------------------------------------------~------------~- , NB If~B) ~ ~ m8 8:m~ ,-,___~___________~2.__..._510~~~~__ 0.12~~_ , sa V,w) 3J 3J ~~;g. 8:~81~ __~Rh:~___~_____~L___ ~~g __~!2L~~____ EB RIGl'rm) 3 3 1650 0.0018 n TERU) 30 32 1~38 8'.8fi~ ~..., ~R) 4 33 1650 0.0200 0.0200 i ,----------------------------------------~-------------~~-----~------ , WB ~~~) ~ * W ~:~m 0.0661 IN"~TlOO: SItl~Y 8Jtl 0.42 A _. ~ ,. : LCS s6:n:..arEi by TJKM TranspClrl.a:t.icn. Carisult.ar:1ts ,..... Calditicn: an 98 diBA B:WfSy+flART.AI.l.. w/'ff.298 Bs In 09/21/00 . ~.I:rftf'aUOO 304 Foothill ~~Stoneridge Dr Peak~. ~. T.m1 tiIB:D---~ mRlJ I..EF'r---------.,.---------------.., ----- A . I 3f9 f17 [... .......... I <--- V --> I Split? N ~. 4 - 1,0 1,1 2,1 2.0 2.5 --- 546 RIGHT STREET ~: t '!8RlJ 31 ---> 1,1 (m. CF LAmS) 1.0<--- 12 TERI.J Staneridge Dr RIGHT 2 --T 1,1 <!:.~ 3...1 ;.:.;> 1.0 T- 79 mT v 1! I 147 v LEF1' ~ RIWI Split? N STREET NtM:: Foothill Rd. r ___~__~ . ~__~__~y~__~~____ f ~ NB _~~) ~~ ~~ 3~a8 8:~~~ WR 10 5~ 3~a8 8:~gl 0.1161 ------------------------------------------------------------------------ SB If~B) ~~ ~~ ~ 8:11 0.1067 T + R 342 3375 0.1013 ---------------- EB ~(~) 31 31 l~ g:~~ 0,0024 r __!T~~_______~~__lg38 _~__~.ll2~______ , i'lB RIGHT,,w) 546 229 * 2970 0.0771 0.0771 !Wl td ~ ~ ma 8:82~g 1JI:X.tM:-ro-cAPlCIlY RATIO FeR 'lHEIln:t&1:r:rICN: .. ~~~: Ilf~nOO u.vEL CF SERVICE: ~.l}H.~mssoIBA.llMV,CJ\P=9MMEM.TAB N W+E S SIG WAFlRAN'IS: UI:b=Y. llw:=Y 1).30 H8 . A r- . . t '{p/1 LC6 SoftMlre by TJI<M Transport.a.tion Calsultants Cca1!llticn: pn 98 djBA B:W/SytBAllXALL DO wlp 98 Bs In 09/21/00 ~ 304 Foothill Rd,/StCJneridge Dr PLEl'SAN'l(:N ~~~________'!~__________~ak Hour. _______ TJKM M::'1'lm ------ i ~'Tf1> 2 --- 1.0 1.1 2,1 2.0 30 --> 1.1 (m. OF lANES) 6 --T 1.1 <;~ 3...1 ;.:.!> v ! J4 169 LEFT TERlJ RIGlI Split? N STREET NAME: Foothill Rd, MmM'm ~ ~ CN?Jcrr'f FJiio ~~ ------------------------------------------------------------------------ NB RIGaT,w.) 69 69 1650 0,0418 fllj1f ~d 40~ 40~ I~gg 8: 86~ 0.0042 ___-!_!-~___________________~~~_______~~~_____~,O~Z__________________ sa _~) Jg Jg 1~1g 8:~~ LEIT ~d 452 452 2970 0.l522 T+R . 838 3375 0.2483 0.2483 EB ~~~------;I---------;I--~--ii~----~:8~ii------------------ ____!:~____________________~~______!~_____~.02!~_ 0,0218 WB iif~ft)] ~~~ .. im g:~n 0.1139 . . .... ~~~ INmlSB:'IICN: 8:i8 mrERSEX::TICN-~9: 0,42 .. ADJtJS'lEl) FeR RIGlI 'l'lJRN 00 RED INI=98BASE,!NT. 'ioUL=98BNBART .EM\>t98DJBA, IMV .CAP=98AMEM, TAB LEFT TERI.J RIGHT A . I Slilit'1 N 2,5 --- ni RIG1T SIREET NAME' 1.0<--- 45 lBRU Staneridge Dr 1.0 T-~ 188 LEFT v N W+E S SIG WARRANTS: Ul:b=Y. .RiJFY LCS Software by T.m1 Transportation. CcnsuJ.t.aots Calditim: pn 98 diBA B:W/SytBAllXALL w/'ff.2 98 Bs. In 09/21/0(J ~~UCN _:~~ F~~~ ~~~eri~~~___~_~~______ TJKM ~ RIWI TERlJ LEFT ---------- A 11 7r i25 A I <--- v ---> I Spl!t? N 2 --- 1,0 1.1 2.1 2,0 2,5 --- 771 RIGHT SIREET NAME: 31 -> 1.1 (NJ, OF lANES) 1.0<--- 34 'l'ERU Staneridge Dr 4 -T .1,1 <!:.~ 3A1 !.:1> l,Or- 137 LEF1' v .. 2' 31 u 128_ ' v rJ.i. ~ RIWI Split? N S1REET~: Foothill Rd. --~--~- ~-~---~~-- NB U (,w.> 31 3~ ~a8 8 :81~~ PWR(LS 21 4fs s~a8 8:8H~ 0.0127 ------------------------------------------------------------------------ SB RIGaT tj) 10 710 1650 0.0061 ~R~ ~ 4~ ~~ mg ~:~ 0,2356 ------------------------------------------------------------------------ EB _,w.) 4. 3t 19~ 8:8~~ PWR~t~ 3~ 3~ l~~ 8:~H 0.0012 ------------------------------------------------------------------------ WB iif~) 0.1165 LEIT TERU RIGHT N W~E SIG WARRANTS. UI:b=Y. ~ 0.37 8:19 A ~.M.e~~IBA.EMV.~.:rAB r.a; Software by' TJKM Transrortaticn Calsultants Calditioo: an 98 djBA. BM/Syii\AR1'AU. no ",];>98 :as In 09/21/00 ~.I.OO 313 Hopym:d RdT~idge Dr Peak ~ ----- ------- TJI<M l-ETBl) ------ A RI~~~ I <--v-> LEFT 77 -- 2.0 1.9 3.0 2.0 THRlJ 1618-> 2.0 (N). CF LANES) RIGIn'. 541 -, 2.0 <2,0 3...0 !.:.~> v 57! J7 188 LEFT mRIJ RIGHT Split? N SIREE'X NAM!;: Hopyard Rd. MMM:NT ~ ~_~_~O _~~___ ~ If!lr _~, ____ ~ ___~-1~~ __O.~___ :__BW iIT~____~_____~ _--J~~ 8:ri_~,10==___ : HW ~tt__-='9 _~~~ :_~_~28 _tr~__~~~~____ WB iWf~tr 101 16ii ~~a 8:~8~i 0.0081 \U.lM!;-ro-cAPACITY RATIO R:R THE IN'.l'.ERSF).;Jl(N: o.ao ~~~~: . 8:g~ INTERSEI:TICN LEVEL CF SERVICE: D ~.~,e~~./Ml,CAP=98AMEM.TAB A I Solit? N 1.9 --';;'"2.25 RIGlI 3,0<-- 1073 THRlJ ~i~Or 2,0 I 24 LEFT v W~E S SIG WARRANTS' Urb=Y, ~y r.a; Software by' TJKM Transportation Calsultants Conditicn:a:n 98 cUBA lOf/Sy+BARrALL "'/Vl2 98 Bs Ln 09/21/00 ~JCN 313 Hopym:d Rd1'~dge Dr Peak ~ ~~ ~'f6 A I <- V --> 19 LSp1i2't19? N"T",,", LEFT 113 -- 2.0 ,1.9 3.0 2.0. .lU\>W. STREET NAME;' THRlJ 1378 --> 2.0 (N::>. CF LANES) 3,0<- 1065 THRlJ Stonericlge Dr RICE' 200"'1 2.0 <~:.~ 3...0 1.9> 2.0 r- 32 LEFT wI E v r>>l ~ ~ Split: N SIREET NtM:: Hapyard Rd. -~--~~ ~ -~-~!~-~~~-- NB _(~) Uij 1~ !I~ 8:8~ LEFT ci.S 421 421, 2970 0.1418 0.1418 ------------------------------------------------------------------------ 331 331 !H5 8:8~ 0.0690 300 300 2970 0.1010 ---------------- l~g * ~~ 8:g~ 113 2970 0.0380 1~a3 32 SIG WARRANTS: Urb=Y. Rur=Y sa If ~ff) : ~~ff) WB if ~ff) l~ U3 0.3994 !I~ 0.0108 0,62 0.10 0.72 C U> J '3 . :r.a:; Software by TJKM Transportation Calsultants Corxliticn: po 98 djBA. BM/Syii3ARrAU. no w];> 98 Bs Ln 09/21/00 IN"~(N 313 Hopyard Rd, [Stonericlge Dr R.EASAN'ltN Count Date T:une Peak Hour !~ ~~------RI~ 1f--------------- till I <-- v --> LEFT 436 --- 2.0 1.9 3.0 2,0 TBRU 2300 ---> 2.0 (N::>, OF LANES) RIGEIr 730 -, 2,0 <~:.~ 3....0 !~> v . 7J Ja In LEFT THRlJ RIGIlT Split? N S'.lREE:r NAME: Hopyard Rd. M:JVFMNl' ~ ~ C\PACITY ~O ~~ fiB-RIcEr ~)---n-------77--~7zs--O'0446 -------- ____~__1f1___~________~_______~~a _~~!2lZ___~:.~~~_______ III sa RIGEIr~) 150 1725 0.0870 f:Wt ~d ~~8 i~5 8:MH 0,1411 EB -~(~)----~~-------------------------g~~~----~,66~;------- iii ___~sf1_____~~__________________________~~~_________________ WB ~ ,~) 1~~ LEFT tt~ 191 0,0643 \a.tM;- 1.12 ~:~ F N W+E S A I Solit? N 1.9 ---"347 RIGIlT . S'IREET N/lME. 3.0<-- 1050 T8RlJ Stonericlge Dr 2.0 ,-- 191 LEFT v .. SIG WARRANTS' U:t'b=Y, Rur-oy . Jj .. .~ . - 111I u:s Software by' TJKM Transportation Consultants Canditicn: po 98 cUBA BM/SytilARTALL ""'/Vl2 98 Bs Ln 09/21/00 ~~CN 313 Hopym:d Rdt~toneridge Dr Peak ~ ------------------------------------------------------------------------ TJKM ~ RIGHT THRlJ LEFT 14j i ro ~ <-- v --> I Spl4t.? N 1.9 3.0 2.0 1.9 --- 343 RIGHT STREET NM1E: (00. OF " LANEs) 3.0<--- 957 T8RlJ Stoneridge Dr <~:.~ 3..0 ~:.~> 2,0 r- 222 LEFT ) I 184 v rm ~ RICE' Split? N STREET NAME: Hopym:d Rd, _~_~~_ ~___~ACITY____~ _~____ ~_!f iff) __m_____~, _____~~ __Jj~ ___~.160~______ .- :__!ifJff) ___~______L_____ ~~ __t!m_____~~~_____ :_Ifirr _-=~____~~ *____fro __ 8:~~i___~___ .. WB ~~~ ~~~ 3I~ 8:i~ 222 222 2970 0,0747 'ffir~m IN"lJ:KSl:LUCN: -~~?: '1 , ., A LEFT 427 --1 2.0 THRlJ 1842 --> 2.0 RIGIlT 363"'1 2.0 v . N WtE SIG WARRANTS: Urb=Y, Bur=Y .. 0.0747 8:~ " 0., . " ADJUSTED R:R RIGHT TImN eN RED INT=98BASE .INT, '\U,-~ ,IM'v't98DIBA. EMV,CAl'=98llMEM. TAB .. wi .. 1.C6 Software by TJI<M Transporlat.ic;n Calsultants. rCcnii.ticn: an 98 djBA lOf/8Y+BARTAU..nO w1p BJ Hit In . 09/21/00 i .. IN~uCN 313 5JpyaJ:d Rd...{Stmericlge Dr RFA'3AN'ltN ~ Date .l.1me ____~ Bour______ r~~.. ~~~ A j; I <-- v --> I Split'l N ~. LEFT 77 -- 2.0 1.9 3.0 2.0 1.9 - 2zs RIGHT 'nIRlJ 1618 --> 3.1 (N). OF LANES) 3,()<:- 1073 'l'BRlJ ~=i~ r~RIG:rr 541! 2.1 <~ 3...0 1.9> 2.0 r- 24 LEFT LW~E 67! J7 188 SItl~y S LEFT 'nIRlJ RIem' Split? N r STREE:l' NtM:: Hapyard Rd. r . _ MMMNl' ~ ~ rRPCI:ri PNiO.. ~___ NB RIGlI'~) 88 88 . 1725 0.0510 aw id ~~ ~~ ~$a 8:~ 0.2256 r SBRIGm~-l00 ~-100-~-~-i725 ~OS80 ..... ----~-'7:~- M1f fE) ~, ~ ~$a 8:li~ 0.1013 . EB--fjf~)--1~9 -- J;~-;-----I~ -- 8:fMi-----,-- C __.2_+ R ~~____~_!!.:.~~~ 0.3Z3~____ , WI! _iff) 1~ 1~ ~~ 8:~~~ INTE!lSEI:I'ICN: . r . i ,- i t LCS Sofb9are by TJiM Transplrtaticn Cansul.tants "...... Conditicn: an 98 cIiEA :EOioJ/SytBARrALt. wfrU B:) Hit Ln ()9/21/0() , &.m~gCN 313 H::lpyard Rd1'~talerlclge Dr Peak ~ " i".iM lira:o -----iUGiT 'lllRU LEFT --,----.,..,.-~.,..,----------,== -----.. i3rr .. I <- v --> 1.9 LSpliZltl N"'''GHT LEFT 113 - 2..0 1.9 3.0 2.0 .. "'" STREET NAME: 'nIRlJ 1378 -> 3.1 (N). OF LANES) 3.0<-- 1065 'IERU Stooericlge Dr RIGHT 200"1 2.1 <2.0 3..0 !~> 2.0 r- 32 LEFT r W~E v :J ~~ Split: N smEET NtM:: Hapyard Rd, ,....... CRIcmw.. lIDJIlSTID VlCO CX!TICAL 1 _ ~ --~- ~ CAPACITY RA1'lJ _____Y.!E_____ · . ~ Us !i~ 8:8m 421 421 2970 0.1418 0,1418 ---------.----------- 3~; 3~ !m 8:~5 300 300 2970 0.1010 0.0690 ---------------- J9g 1~ fr ~68 8:~~8~ 0,2702 . 113 1!~ ~ 8:~gg --------------------------------------------------------- 219 219 1725 0.1270 10~~ 10~ ~$a 8:6~a~ \bCItt RATIO :Ett. :rm: INIEllSEC1'IC]{: - ~: LEVEL OF SFRVlCE: . ~:llh~~,~IBA.lt-lV,CAB=MIT-llMEM.TAB SIG W;RRANTS: Urb=Y, Rur=Y ~ t r l r 0,0108 0.49 0.10 0.59 A ~f1 LCS SoftwaI;e by TJI<M TraQSJX>rt.aticn Ca1sultants Cm:li.tioo: pn 98 djBA IDor/SyliiARTAU.. !Xl w1p BJ Hit In 09/21./00 m~.LIQiI 313 Hapyard Rd,[stonericlge Dr EU'A':lANl'CN Count. Date T:une Peak Hour !~~ ~-----Rt1 ~,_---~-------------- I <- v -> I Split? N LEFT 436 --- 2,0 1.9 3.0 2.0 1.9 ---34' RIGHT TIlRlJ 2300 -> 3,1 <N). OF LANES) 3.0<--- 1050 'lllRU ~~i~6r RIGHT 730"1 2,1 <~ 3..0 1.9> 2,0 I 191 LEFT v 7J 818 177 v LEFT IHmJ RIem' Split? N smEET NllM':: Hopyard Rd. _~___~ __~ _~__iMIo __ ~ ___ NB If~B) 9i ~ ~~ 8:m~ 0.2444 --------------- SB RIGHT~) 150 . 150 1725 0.0870 tWi ~d ~8 ~~8 ~~a 8:UH 0,1411 -------------------------------------- EB RIGRr~) 730 650 * 2970 O.Zl89 fWf it~ ~gg ~gg ~98 8:1~gg ___-L!~______________~50 __~~!!.:. 4595 __--2.:.4595 ___ WB _~) lS~ 1~~ 3r~ 8:~~ LEFT itS 191 191 2970 0.0643 0.0643 ~~nU~ll.ai: 8:8i. . lmM~slwft~~?: o.Sf fr ADJllS'IID FCR RIGHT TURN CN RED .. . INl'=-BJ-MIT ,!NT, VC!;=98BN!3AKr .:EMft98DJBA, R1'l,CAP=MIT-.AMEM, TAB W~E S SIG WARRANTS: Urb=Y, Bw:.=Y LCS Sofbolare by TJKM TrarlSp:)rt.aticn Consult.ants COnditiOn: Po 98 diBA. IDor/SyliiARTAU. w/ffU! EO Hit In 09/21/00 ~~J~___:~~~~1'~~~_~_2eak ~____ TJiM ME:'JKD RIGHt 'mRlJ LEFT ------- . I <~:I T I:> i Sp1,W N LEFT 427 --- 2.0 1,9 3.0 2.0 1.9 --- 343 RIGHT STREET ~: TIlRlJ 1842 --> 3.1 em. OF LANES) 3.0<--- 957 TEIRU Stonericlge Dr RIGHT 363 --I 2,1 <2.0 3..0 1,9> 2.0 T- 222 LEFT v - I I 184 v rm rim RIGHT Split? N STREET NAME: Hopyard Rd. ___~___~~_~_~Q.._ aur~_____ NB mrr~) 5O~ sSf !lli O.0~7 ___~~1______~Z~______~Z~______~~____ 8:~~____~~!~~_______ 58 mrr~) ~ 148 !i~ 8:~g! . . . ____~__1~1______~~________~~____~Z~____~~!!!_____~::::z____ EB_(L~) 1~~ 1m fr ~8 g:g~ 0,3612 ~R{ ) 427 2m ~~ 8:~m -----------------------------~---------------------------------------- WB RIGiT~) 343 343 1725 0,1988 fWf ~d m ~ ~5 8:a~' 0,0747 w::rrl RATIO FCR mE IN'IERSl:r1'ICN:. 0.73 -u.vm.~: 8:~ ~~~.~IBA.R1'l.c:AMfiT-.AMEM.TAB N W~E SIG WARRANTS: Urb=Y, :Rur=Y LCS Software by TJKM Traosportat.im Consul.tant.s Calditicn: an 98 cljBA !D1/SytilARTALL no wJp 98 Bs In 09/21/00 m~lM 344 Springdale Av/Stoneridge Dr . PLF..AStIN'J.'C Count Date Time Peak Hour ~-~ ^ RI~rr f5 I <-- V --> LEFT 64 --- 1.0 1.0 1.1 2.1 TERIJ 453 ---> 3.0 (ID. CF :r..ANJ::5) RItm 20 I 1.0 <~ 1..0 ~~> 1,0 r- v 71 Js ho v I.EF'r TERIJ RIGiT Split? Y STREET NAME: Springda1e Av _~__~- ~__~~___~~o __~_____ 50 .. 1650 0.0303 ~ l~ 8:8l~ 0,0725 --------------- SB RIGn'~) 30 0" 1650 0.0000 [Wi ~d 1~ ~ ~~ 8:8283 __!-!~_____________2~____~70 ____~~~~____ o.o~~___ EB ~~) 4~ ~ .. 8.0090 ___~J~-----~----~~-1650 _~:8~~__~~____ ^ 1.1 LSfllig~ NRI<m 3.1<-- 725 l'ERl.l ~~Ji~br 81 I.EF'r W~E S SIG WARRAN'l'S: Urb=Y, ~y : ~m) __~ WB ~~ 81 ,~ 8:~ 0,2661 0~43 8Jg A l.CS Software by TJKM Transportatim ConsuJ.tants .Calditicn: 1m 98 d.ilIt\ B:lw/Sy+Bl!1ttAU. w/WU' 98 Bs In 09/21/00 ~~__~_~~~-~e Dr . !:~~________ !~ ^ RIGJfr ~ ^ I <-- v --> I Split? N LEFT 66 -- 1.0 1.0 1.1 2.1 1.1 --- 438 RI<m SIREEI NAME: T8RU 401 --> 3.0 (N:). CF LANES) 3.1<- 692 T8RU Stoneridge Dr RIGiT 20 --I 1.0 <1.0 1..0. 1,0> 1.0 r 71 I.EF'r v :J ~ J&1r Split: Y STREET NAME: Springdale Av _ ~___~~ ~ CAPACITY __ .;J.f!io __~____ ~_iif~~~---ln _____ t.. _ l~___t~~i ~~~_____ SB ~ ft) i~ . ~.. l~ 8:88&9 ~L ~____~______~__~_J~8~ __~~_______ ~_ ~iL__~_______~_~_~~_Jjm ~:~~----- WB 438 4~ 1650 0.2655 0.2655 ~ 6n I~ 8J~ 1130 5100 0.2216 Itf~llQl: N W~E SIG WARRAN1'S: UJ:b=Y. Rw:=Y 8:1ij 0.53 A 1.07-0 . LCS. Software by TJI<M Transportaticn Ccosu:ltants Conditim: po 98 djBA B:lw/SytBt\1n'ALL no wlp98 Bs In 09/21/00 m~l1:QI 344 Sprl.ngclale Av/Stcnericlge Dr R.FA'3lIN'l'CN Count. Date Time Peak Hour !~_~l~ ^ - RI~~' f!. ---~---------------~ i <--- v --> I Split? N LEFT 73 --- 1.0 1,0 1,1 2,1 1.1 --- ~94 RIGBT 'l'BRIJ 604 --> 3.0 00. OF :r..ANJ::5) 3.1<-- 882 l'ERl.l ~~Ji~ RIGBT 77 I 1.0 <1.0 1..0 1.0> 1.0 r- 233 LEFT v 31 k 191 v LEFT l'ERl.l RIGBT Split? Y STREET NPM:: Springda1e Av M::JVMm ~ ~ CAPPCITY iJ!fo CRIij~ im--iWffi) ---ft ------ M-;- n~--~:~r o.~;~----- . ss--~~~)----~-------ii~-;-----~ ----~~i--------------- ---_!-!~------------~~~---~~~--~.:.~~ ----~.:.~----- EB ~~) 77 5~;2 8:~~ .. ~ 1LL___69~____________~~__~~~~_~,04~____ WB ~~) ~R . . W~E .s SIG WARllAN'l'S: Url:l=Y. Rur=Y . 0,2994 ~ 233 5~ 3~ag . 0.71 8,10 ,81 D ~,~.~~~.EMl.CAP=98AMEM.TAB .. WI l.CS Software by TJI<M Transp:>rtatim Ca1sultants Condition: po 98 diM KM/SytBARTAU. w/WU' 98 Bs In 09/21/00 &m~tell:ri 344 Spri.ngdale~Staleridge Dr Peak ~ TJEM -iiniD------RiCii!iiU LFiT---------------------- :j --------- ^ i f8 r1 .. I <--- V ---> I Sp4t.7 N I.EF'r. 72 --- 1.0 1.0 1,1 2,1 1.1 --- 493 RIGBT STREET ME: '1'HRIl 544 ---> 3.0 (N:). OF LANES) 3,1<--- 826 lmIJ Stanericlge Dr RIGI:lT 62 --T 1.0 <~.:.~ 1..0 !.:.~> 1.0 T- 204 LEFT v 31 I 176 v LEFr ~ RIGBT Split.?Y STREET NtM:: SpriIigclale Av __~__~__~ ___~ iJ!fo __~ _____ NB ~(~) ~~ 6~ .. 19~ 8:~ 0.0354 . ... ____~_______~______~~___~~___ 0.022~_________________--*. SB _~) ~ ~~ .. 19~ g:8t1~ WL ~ 841 ~U ~~8 8:~~ 0,3094 ------------------- ----------------------------------- :_~j~_____~~___________________JJ~t_~.:.~~~~____ · WB RIGiTffi) 493 0.2988 0.2988 '1'HRIl ) 8 '. m& ~R) ~ . - N W+E S SIG WARRANTS: Url:l=Y. ~y . 8.69 · .10 0.7~ " iii .. . ....JPS Software by TJKM Tr~ CalsW.tants ! ~tim: an ..sa djBA lOV/Syf'Bt\RTlIU. nO wlp 98 Bs In 09/21/00 '.llf~C6 345 Stcnetidg M;ll/Stoneridge.. Or PI..F.ASANl.t'N ~~_- Time Peak ~_~_ r~ ~ _ RI~ TElRU10 ~i ^ ~ " I <_1 v --> I Split? N ~. clEFT 59 - 1.0 1.1 0.0 3.1 1,5 - 1740 RI<ET THRU 660 --> 3.0 (ro. CF LlINE3) 3.0<-- 1121 TElRU ~~~Or r:~ 0 ~ 0.0 <~i O( 1~: 0.0 r 0 un Sltl~y s LEF! TElRU RI<ET Split? N STREET NlM!:: Staleridg .Mal. MJ'YMM ~ ~. ~~ PJiio ~ SB RIlEr at) 35 35 1650 0,0212 WR~)L 390 2~ 2~ 8:8~I 0.0991 r-- -------------..,-----..,.-..,--..,- I EB TElRU (T) 660 660 5175 0.1275 i, LEFI (L) 59 59 1650 0.0358 0,0358 t"~-~---~-Bj-;--!~~--~J-;;-Q.9636-- __.. VCU.M:-TO-CAP~F THE nr.1:J:l:i~;rLuCN: 1.10 f". ~;;''l'O'-CAP. ~: ~j8 l' ~CN LEVEL CF SERVICE: F ....~.im,~~~~CM!N:m r r I I r . , ILS Software by TJKM Transport.at.ion Consultants r Ca1ditim: an 98 di.BA l'Of/SylilARTALL w/'fU 98 Bs In 09/21/00 f ~CN 345 Staleridg ~S~c1ge Dr . .~~ _____ . ~ ^ RI'lllmJ~ ^ I <-- L ---:> 1 5 LSp!!16t19? NRI"""" LEFI 46 -- 1.0 1.1 0,0 3.1, ........ SIREEl' NAME: . TElRU 586 --> 3.0 (N). CF LANI:S) 3.0<- 1080 TElRU Staleridge Dr RIGlT 0 -, 0.0 <~ 0...0 ~~> 0.0 f- 0 LEFT wi E v J ~ ~ Split: N STREET NH: Staleridg Mal r ___~ ~ _~__CAPACIlY ~ --~ --- sa m:~) 3;~ 3;~ i~ g:g~g T + R + L 405 4290 0.0944 ------ "-""."...,.....,.-.... '"" EB fWf ~ll ~ ~ i~ 8:liB~ 0.0279 WB mw(W 18~ l~~ * 3m 8:~831" 0.8945 ~m~IICN: ~-~~?: * ADJllS'lE) RR RIGHr TURN C6BED. . .. ." IN't=98EIASE.!NT, ~ ,/lM'1t98DIBA.ilMV ,CAP=98tlMEM. TAB SIG WA'RRANTS: U:r:b=Y, Ru:L=Y 0,0944 li:~ 1.0~ r u'LJ ILS Software by TJKM Transp::>rtation Consultants Ca1ditJ.m: pn 98 djBA B:lw/SyfBAtttAILno w1:p 98 Bs In. 09/21/00 m~rICN 345 Stonericlg ~Sti:rieridge Or .. . PI..F.ASANl.t'N Coont Date . Time Peak Hour -------------------------- --------------------------- TJI<M tEl'B:D RIGErr THRLJ LEFT ------ ^ , 10 2r9 I <- v ---> LEFI 30 --- 1.0 1.1 0,0 3.1 TEIR1J 1494 --:> 3.0 (N). OF LlINE3) RIlEr 0 I 0,0 <~~ 0...0 0,0> v ! 10 I 0 LEFI THRLJ RIGlT Split? N S1REET NIlME: Staneridg Mal _-'~ _ ~ ~ CM!taTY PJii~____~~____ sa RIGHr cEf.) 112 112 1650 0,0679 ,~R +)L 2179 mI ~~ 8:~'5 0,5340 EB -THRll-(T)---~494-----~~94-------5i75---__o:288,_----------------- ____~ ~~_______~~_________~______~~_____O,O!~t____~~______ W8 _C?'-) l~S 1~ * 3m 8:~i80.3030 ~:rofIIY 1WP~ IN~lI~: 0.86 TOTAL \U.U"E-~ RATIO: 8:83 :rNTE:RSEcrICN LEVEl. OF seRVICE: D ~.im.~~~an:JBA.EM\T,~:m ^ 1.5 ~H~ NlOO3T 3.0<--- 1480 TElRU ~~~6r 0; OJ- 0 LEFT v W~E S SIG WARRAN'IS: Url:FY, Rur=Y . ILS Software by TJKM Transportation Ca1sultants Caldit.icr1: pn 98 diBA l'Of/Sy+BARTALL w~ 98 Bs Ln 09/21/00 ~~CN 345 Stoneridg ~Staneric1ge Dr Peak~ ------------------------------------------------------------------------ TJKM ME."l'BJ) RIGErr 'l'BRU LEFT -------- _ 10, 10 2t35 ^ I <-- v ---> I Sp!!t? N LEFI 29 -- 1.0 1.1 0,0 3,1 1.5 --- 1321 RIGHr STREET NPM:: nIRIJ 1431 ---> 3,0 (00. OF LANES) 3,0<--- 1407 'lHRlJ Stoneridge Dr RIGErr 0 --I 0.0 <~:.~ 0...0 ~~> 0.0 r- 0 LEFT v J I I . v o 0 TERI.l RIGHl" Split? N STREET NtME: Stoneridg Mal OUGINAL ADJ\JS'l'ED vIe 0UTICAt. _~__~____~___~~____~_____:!.L~____ ~__~C~___=~!___~t____J~ _Jm~ __~~~__ ~_~_gL__~~______=4~ __ i~~__ 8:8I~ _~:.~~~- WB RI<ET CR) 1321 500 * 1650 0.3030 0,3030 TERI.l CT) 1407 1407 5175 0.2719 ~~~!N~n~: ~ilti-~~?: * ADJUSTED RR RIGIIT TURN CN BED IN'l\=98BASE.!NT, vtL-~ ,EMV+9BDIBA.EM\T ,Ct\P=9BAMEM. TAB N W+E 5 SIG WARRAN'1'S: lli:b=Y, Rur=Y 0.84 0.05 o.8B, LCS Software by TJKM Transportation Consu1t.ants. Condition: an 98 djBA BM/Sy-!ilfIR:rAU. no wl,p m Hit In 09/21/00 m~1ICN 345 St:.cnericlg Mal/Stanericlge Dr . R.EASAN'l'CN Coont Date TJmi3 Peak Hour . ----------------------------- TJl<:M ~ ---------- A RI'7f I <--v-> LEFT 59 - 1.0 1.1 0.0 3.1 THRU 660 ---> 3,0 no. OF LANES) RIcm 0 -, 0,0 <~~ 0...0 0.0> V ! 10 I 0 LEFT THRU RICE' Split? N STREET NtM:: Stcneridg Mal _~-~ _~_~K:I1Y _iJ1!9.__~f!L SB RIGHT~) 35 35 1650 S . 0.0212 . ~R(+)L 390 ~~ ~~ s 8:8~a 0.0920 ~_~t1~L=~~~___ 66~__=~I~~=J~~~~_=~~;_-~ WB 1740 l12l 0.2166 0.34 8:12 A 1.9 L~~o NRIGHl' 3.0<-- 1121 THRU ~~i~i>r 0.0 ,- 0 LEFT v W~E 5 SIG~~ Urb=Y, Rur-,l. LCS Software by TJKM Transportation ConsuJ.t.ants Caxlitim: an 98 diM. lnf/Syl!\ARTAIL w/Wf2 m Hit In 09/21/00 ~~PeCN 3~~~clg ~~~~~e Dr .!~~_______ !~~ A RI'7~ I <-- v --> I Sp!~p N LEFT 46 - 1,0 1.1 0.0 3.1 1.9 --- 16i9 RIcm STREET NAME: THRU 586 -'-> 3.0 (00. ClF LANES) 3.0<-- 1080 TBRIJ St.alericlge Dr RIcm 0 -1 0.0 <0,0 0...0 ~~> 0.0 r- 0 LEFT v j n11r SPlit: N STREET ME: Stanericlg Mal __~ ~__~__~~ ~___..5lE..___ ~__~(~~____:!~~~~_____~~~ti_ 8:~L_~.08!Z______ ~J!'lJf1__~ ____~___~~ __ 8:~~~___~~~___ WB 1619 1619 1725 0.9386 - 1080 1080 5175 0.2087 0.2087 N W+E 5 SIG WARRANTS: Urb=Y, Rur=Y 8ja (p L.-'- . LCS Software by TJl<:M Transportation Consultants Condition: pII sa djBA lnf/Sy+BAlttAU. . no wlp m Mit Ln 0'3/21/0rJ IN'l'EllSFl:TICN 345 Stanericlg Mal/St.alericlge Dr R.EASAN'l'CN Count ~~_____.-!ime ________~~_~_________ TJl<:M l'mB:D RIm 'l'HRU ~ ------- _ . I ,021 9 _ I <--- v --> I Solit? N LEFT 30 --- 1.0 1,1 0.0 3.1 1.9 -;"01338 RIGHI 'l'HRU 1494 -> 3.0 (00. OF LANES) 3,0<--- 1480 'l'HRU ~=Ji~k =~ 0 -~ 0.0 <o'r O( 1~~> 0.0 r 0 LEFT SItl~ S LEFT TBRlJ RIcm Split? N STREET NAME: Staneridg Mal __~_~__~_~~__~j9.__~____ SB RIcm (R) 112 112 1650 0.0679 . __ ~~:~__~~__~t___J~J~:~~~ _~~~~_ ~l1'f 1B ____=~~____=~t____~~ __~:~~_~~~____ WB mr(~) ~~ 3H~ g:~ 0.2860 w::m RATIO FCR 1BE IN~ICN: 0.80 -lEVEL~: . 8:g! ~T~~.~~~JE) .. '. .. i~ ... iii .. . .- ~ .. I.C5 Software by TJl<:M Transportation Consul.tant.s ConditiOn: pn 98 diBA ln9/Sy+BARTAU. w/'flJ? m Mit I..n 09/21/00 ~~_-=~~ S~eri~_~S~~~_~___~~_______ TJl<:M tElKD RIGHI' nlRU u:FT ill 10, 10 2f5 <--- v -> 1.9 L~~i NRIGHT 1.1 0,0 3.1 STREET ~: (00. ClF LANES) 3.0<- 1407 TEBIJ Stanericlge Dr . <~~ 0...0 ~~> 0.0 ,- 0 LEFT j nla ~ Split: N STREET NAME: Staneridg Mal ___~_~__~ _~PE!!!.___.;Jio ~f!L ___ ~ ~~~___:~~~_~__~t____J~ LJJm __~~~____ · ~_Jl~~!Jf1_______~~~t____!~ ___J~~~___~~!76 ____ WB _(~) 12~1 3i~ g:~~I3 LEFT 29 _J 1.0 THRl1 1431 -> 3.0 RIcm 0 -, 0.0 v SIG WARRANTS: Urb=Y, Rul:=Y N W+E S . III . ! . . . ~ Software by TJIIM Transpc:lrtaticn Cocsult.ants t ~t.icn: aD 98 djM BMISy!i3ARTAU. no wlp 98 135 In .'.' 09/21/00 \ .1l~tICN 3461-680 SB/StmT eridge Dr :EU'ASAN'l'Ctl ~~____iDe ___~------ n-..JIIM.~ ~ ~1~ A ~, ! I <- V --> I Soli.t? N LJ:FT 0 -- 0.0 2.0 0.0 2.0 1.4 --;:'402i RIGBT TBRlJ 839 -> 3.1 (NO. CF LANES) 3.1<-- 1854 TBRlJ ~~Ji~6r pcm 319 -, 1.4 <~ 0...0 0.0> 0.0 I 0 LEFT r ' N V ! 10 I 0 V S~Y . ~ ~ E LEF'l' TBRU RIGHT Split? N SIREf:r N/M;: 1-680 58 ~~ r, , MJIlEMENT -, -------------,--- . 58 RIGHI au 1057 977 * __E!T~---!962 1962 CAPACI'lY PJlio __~ _ g585 SO, 2725 3580 $ 0.5480 0,5480 ------------------ r'EB _ (:W) ~~ B~ *$ 3~88 8: 1~~ t T + R 1018 5100 0,1996 t -----------------------------------------------~- WB _(~) 1~~ 1~~ *$ ~gag $ 8:~~ T + R Z341 3590 0.6521 0.6521 f....'.. : IN'J.ElSEl:'ITCN: 6:~ . . 0: 1.20 I.,., : F '" ADJllS'l'ED RR IUGBT TURN CN RED $ SPFJ:IAL ADJtlS'lMEm APPLIED ~.mr,VC1r~ .Rfjt96DJBA.1lMV',CAP=98AMEM.TAB r- , ~ . u::s sOftware by TJIIM Transpcn:tat.icn Consultants r Conditicn: an 98 diBA 0Cw/SyffiARTAU. wfrU 98 Bs In, . 09/21/00 t ~IlCN 346 1-680 SB/S~dge Dr Peak~ t ---~-------------------------~- TJIIM ~ RIGHT TBRlJ LEFT , 101r <--- V ---> 1 4 L~li5' 7t4? NRI"""" 2.0 0,0 2,0. .~ SIREf:r NAl'E' (NJ. CF LANES) 3.1<--- 1780 TBRlJ Staleridge Dr <0.0 0...0 2;.~> 0.0 T- 0 LEFT - I 10 I 0 V LEF2 'l'HRI.J RIGBT Split? N SIREf:r NtM:: 1-680 58 r __~_-~ ~~~_ FJffio__~ --- ~ 58 W1(~) ~ 1~ '" ~~ ~ 8:*'~ 0.4718 ------s04------164 '*$ ---1650 O:O~-------- 761 ~ 3i88 8:1~~ 1?~ ~ *$ ~I $ 8:11 'ACI'lYF~ ~~: -~ RATIO: LEVEL CF seRVICE: ~.Wl.~&sorJ.,~APPLml LEFT 'JHRl1 RIGrr A 0..J 0,0 761 -> 3.1 304 I 1.4 v SIG WARRAN'l'S: Urb=Y. Rw:=Y W~E S r- 0.6167 1.09 ~:83 F t r- t r-. , r n ! ~ 2..3 u::s Sof'twaI:e by TJIIM Transportation Consultants Condit.ia1: plies djM ooN/SyiBARTAU. IlO wlp 98 135 In. 09/21/00 ~~CN 346 1-680 58/S~eridge Dr Peak~ ------------------------ TJIIM ME'lKD ---- A ~11f3 I <-- v ---> LEFT 0 --- 0.0 2.0 0.0 2.0 TBRU 2786 -> 3.1 (NJ. OF LANES) RIGHT 847 --l 1.4 <o.~ 0"',0 01'0> W ~E boo S LEFT 'JHRl1 RIcm Split.? N SIREf:r NtM!:: 1-680 SB ___~ ~ ~___~~m ~~__~__ ~_ ~~) ___1~~____ Jo~_:_J~~lJ:~~~ _-2~~~_____ EB _(~) 2o/'~ 2~g~ *$ 3~68 8:m~ T + R 3493 5100 0,6849 ------------------------------------------------------------------------ . WB RIGBT <R) 944 804 *$ 1650 $'. 0.4873 ~R (T) 1961 ~! ~~ 8:;~ 0,7702 ~Jf nh:~'1rCN: 6:~ _~~~:. J..~ '" ADJUSTED FCR RIGBT TURN CN RID S sm:IAL ADJUS'1MENT APPLIED lNl'=98BASE. mr, VOL--s8BNBART .~.EM\7 ,CAP=98AMEM, TAB ~ 1 4 L~pli~4 NnTt"C't' . .....=u STREET NI'M!':' 3,1<-- 1961 TBRU Staleridge br 0.0 I 0 LEFT v SIG~ U .: , LCS Software by TJIIM Transport.ati.cn Cccsu1.tants Condition: po 98 diBA OCwfSy+flA1ttAU. w/Wi2 es 135 In 09/21/00 IN'l'ERSB:IICN 346 1-680 58/Stc:nericlge Dr ... J:LEASAN'l'CN Count Date TiDe Peak Hour ------------------------------------------------------------------------ TJIIM ~ RICE1' TBRIJ LEFT 81l 10 1r7 ~ <--- v ---> I split? N 2.0 0.0 2.0 1.4 --- 799 RIGHT 5'IREET NAME: (NJ, CF LANES) 3,1<--- 1918 'JHRl1 Stcneridge Dr <~.:.~ 0...0 2.:.~> 0.0 r- 0 LEFT ! 10 I 0 v LEFI. 'l'HRI.J RIGHI Split? N STREET NAl'E: 1-680 58 cmGINAL ADJUSTED ., vIe CSITICAL _~____~____ ~_~~_~____.3.!S.____ ~_~(tr-2~~ ____!~~L:__J~~t_J}W _-2.:.~~____ EB RIGHT~) 949 809 *$ 1650 0,4903 ~R( ) 2577 ~~ 3i88 8:~ --------------------------------- wB RIGHT~) 799 659 *$ 1650 ' 0.3994 f1l!fR( ) 1918 ~J9 .~~ $ 8:1l~g -TO-CAPACI'lY ~ ~ m~.t:raq: - !ACITY ~. OF SERVICE: ~.M,e~Jmesomi.~ Al'EUED LEFI 0 __1 0,0 TBRlJ 2577 --> 3.J. RIGHT 949 --j 1,4 v SIG WARRAN'l'S: Urb=Y, Rw:=Y N W+E 5 0,7178 1.01 ~:8~ F LC6 Software by TJKM Transportatian Consultants Collditicn: po 98 djBA lnf/SytBARrAU. · IX) wIp :00 Bs In 09/21/00 IN'm<::a;:rI00 346 1-680 SBISta1eridge Dr ~ Count Date T.iJm Peak Hour ------- ~~ A Rf'11f A I <-- v ---> I Solit'1 N LEFT 0 -- 0.0 1.8 0.0 3.0 1.4 --;;'.02' RIGm TBRIl 839 --> 3.1 (N:>. CF LANE>) 3.1<- 1854 TERU g=i~Or RIGlT 319 -T 1.4 <~ 0...0 ~~> 0.0 I 0 LEFT v ! 10 I 0 v LEFT TBR11BIGBI Split? N SIREE'I NM: 1-680 SB W~E S SIG WllRRANTS: Url:FY, RuFY M:mM'ln" ~ ~ CAPACI1"i Pi!t~o ~EAL sa-Rirer ~) -lo57"---s45*"-1650 $ -D.3909 ------- LEFT (L) 1962 1962 5012 0.3915 0.3915 EB--_~W----- ~~~ --- M~ ;S- 3~a8 -- g:i~5 T + R 1018 5100 0.1996 ---------~~--- 1~~ .$'- ~ ~i~ ------ 2341 3590 0.6521 0.6521 IN'l'EP.lETICN: li: Sa 1,04 F .,. ADJUSTED FeR BIGBI ruRN 00 RED S SPEX:IAL ADJtIS'IM;:NT APELIED INT=-B:>-B.A.SE.!NT, ~ .AMI1t98DJBA,.AMIl ,CA?--ID-.AMEM. TAB LC6 Software by TJIIM Transportaticn Ca1sultants . CollditiCXI: po 98 diBA B:MISyffiARTAU. wfK;P:OO Bs In 09121100 ~~_-=~:-=~-SBI~=~~_----~~-------- TJI<M M::TI:D> RIGHT TBR11 LEFT , 101r <-- v -> 14 LSpli5t74? NRl!"""" 1,6 0.0 3.0. .=.1. STREET NtM:: (N:>. CF LANE>) 3.1<-- 1760 TBR11 Sta1eridge Dr <~~ 0...0 0.0> 0.0 T- 0 LEFT J n1 J~ Split: N SIREE'I NtM:;: 1-660 SB _~_ ~__~ ~~__ ~o ~~ SB filf(f!P ___1~ l~~_:___~J_J:~~~t~~~__ EB ~(~) ~21 m *$ mg 8:lrn wa-----57~--- 434 *$ --1650 $-0:2630----------- 1760 m2 ~~ 8:~W 0.6167 o FeR THE IN'l'ERS&:'l'IC: 0 , 95 ~: 8:gg CE: E I.EFl' TI3RU BIGHT . I o -- 0.0 761 --> 3.1 304 -1 1.4 v SIG WllRRANTS: Url:FY, Rw:=Y N W~E to -z. Lj .. us Software by TJI<M TransportatiOIl Coosul.tants Conditian: .po 98 djBII. IDffSyffil\R!AU..ni:I "'Ii? :00 :as In 09121/00 m~lCN . 346 1-660 SBISta1eridge Dr H.F.ASANTCN Count Date Time Peak Hour ------------------------ TJI<M !-E'IRD 1:',,"" (,,<<!] . ------ A mw; 1 ~ A I <-- v --> I Sp4t? N LEFT 0 --- 0,0 1.6 0.0 3,0 1,4 --- 944 RIGHT T8R1J 2786 -> 3.1 (N:), OF LANE>) 3.1<--- 1961 TI3RU ~i~Or =~ 847 ~ 1.4 <~:! O( 1::> 0.0 r- 0 LEFT S~~y S LEFT TBRU BIGBT Split? N . S'IREET NI'M:: 1-680 SB __ ~__~__~~AC~_~~__57~__ SB rmr(ff) ~~ l~~g .,. 38~ $ 8:~~~ 0.3202 EB ~~~)-- 29~-,-----;~~ ..$-- 3~a8--8~~~r-------------- ____!-!~________________~~_____~!22_____2~6849 ________________ WB ~(~) l~M ~ *$ m8 $ 8:~~~ ~nw: .. . ^411 11III .. .. .. il II us Software by TJI<M Transportatia1 Consultants Conditim: pi! 98 cIiBA. IDfISy+BI\Rl'N..L, wfK;P:OO Bs In 09121100 ~~~~__~:_~:~_~~!1;~~~~______~~~_____. TJI<M !-E'IRD BIGHT THRlJ LEFT .. 611 10 1r7 A <-- V ---> 1.4 1~p1i7'~ NRIGrr 1.6 0.0 3.0 "'" S'1REET NtM:: (00. OF LANES) 3.1<-- 1918 THRU Stoneridge Dr .. <0,0 0...0 2~~> 0.0 r- 0 LEFT J mk J~ Split: N STREET rw-E: 1-680 SB __~__~~_ ~ _~~___~~_..57~_____ ~ ~!ff)_2Sn _____1~ ~ 38~ $_JM~ __O.~__ . EB RIGBI.f1}) 949 609 *$ 1650 0.4903 WR() 2577 ~~~~ 3188 8:SOd ------------------------------- WB m(~) l~ra rn9 *$ ~I $ tmt 0.7178 V11t.ME-'1O-CAPPCI'IT RATIO FeR mE INTERSEX:'l'IOO: 0.92 ~~~~: g:~ IN~HCti LEVEL OF SERVICE: E ~~~~~ A LEFT 0 _J 0.0 'I'ERlJ 2577 ---> 3,1 RIGa! 949 --j 1,4 v SIG WARRANl'S: Url:FY, Rur=Y N W+E S .. . ~,,>~ . 'IA . .. . r:s Sofbwareby TJIIM TremspmatJ.an CoIJSultants lFtian: lIn98 djBA llOIffSytBtIRTALL 1'lO wl;l ro Hit In ....., 09/21/00 ~nCN 346 1-680 SB/ST~e Dr PeakI?LEASllN'l'CN ;oont Date ime Hour r~~- ~ 1 ~ A ----------- t ,; .' '., I <-- v -> I Split? N .m 0 -- 0.0 1.8 0.0 3,0 1.9 -- '627 RIGHT 839 -> 3,1 (00. OF LANES) 3.0<--- 1854 'l'HRlJ ~~~i>r 319 -1 1.4 <~l 0.0.10 ~l~> 0.0 i- 0 LEFr boo SI~ LEFT 'l'HRlJ RIGrI Split? N STREET Nl!M':: 1-680 SB ~ "." N ~ + E S r t' ./ t. t'rNEM'2ff___~ ~ ~__PJ1io _ ~~-- Sa RI<m (R) 1057 722 .. 1650 0.4376 0.4376 LEFT (L) 1962 1962 5230 $ 0.3751 pm_ ~> - M~ ~g~ "$ !Ya8---8:q~~ ------- I. T + R( 942 5100 0.1847 ~-~W----~~----~~-----1~-~----~~~~----- r ~~~IRATIO FeR ~ m~llCN: 0.95 ; 1t1m~-~~' 8:gg . nr~.llCN LEVEL OF SERVICE: E ~~~~.~~~~ ....- t t 1.CS Software by TJJ.<M TI:ansportiltian Consultants r Condition: an 98 tUBA BJw/Sy+BARTA'lL wJWI2 ro Hit in 09/21/00 t~UCN 3461-680 SB/smridge Dr Peak~ i:m1 ~-----"'RiGrrmRii- uri------------------- r ------ , \0 I i."""", 0 -1 0.0 <-- v --> . ~~ 1,8 0.0 3.0 T8RU 761 -> 3,1 aD. OF LANES) RICE' 304 -1 1.4 <2.:.5! 0...0 0.0> v ! 10 10 LEFr 'l'HRlJ RICE' Split? N STREET ~: 1-680 sa _~_ ~ ~ ~ PJlfrO. _ ~~____ sa fiilc8> 1~ 1~ .. ~~ $ 8J~ 0.3685 EB ~~) ;gt ---rlir-ffm------------ ---------- WB ~(~) lfJ 1'~ !~ $ 8:~~~ 0.4958 U:Ul<<-'lO-CAPICITI_M'DtU!=R. ~ m~ICN: 0.86 .,-. ~lQLl.Q?l.~TnoE: 0.04 I, ~uift~~?: O.~ i .. ADJ1.lS'tEll FeR RICE' 'l.'URN CN RED S sm:IAL ~ APPLIED INT=-~.INT, \U.=9~ .1W+98DIBA.R1\1,CAM1I'I-AMEM. TAB I Spl;t? N 1. 9 --- 574 RICEr S'IREE'I tWE. 3.0<-- 1780 'l'HRlJ Staleridge Dr 0,0 1- 0 LEFr v N W~E SIG WARRANTS: Urb=Y, Rw:=Y r t , . r, I 1J;2S' l.CS Software by TJIIM Transportation Calsultants CcDditian: pn 98 cljBA IDf/Sy+BARTALL DO wl;l ro Hit In 09/21/00 mr=tJ,..'rICN 346 1-680 SB/Staleridge Dr B..EI\SAN'l'CN Count Date 'Time Peak Hour ------------------------------------------------------------------------ TJJ.<M ME1'!D) ---- A RI,1~ I <- v ---> u:FT 0 --- 0.0 1.8 0.0 3.0 TERU 2786 ---> 3.1 aD, OF LANFS) RICEr 847 -1 1.4 <:~.=!! 0...0 ~~> v ! 10 I 0 LEFr T!lRlJ RICEr Split? N STREET tWE: 1-680 SB A 1.9 L~sl;4 NRI<m STREET NtM:' 3.0<-- 1961 'l'HRlJ Stoneridge Dr 0.0 r- 0 LEFT v ~~Y N W+E 5 _~__~ _~_~__RXflo_ ~~_____ ~_~ (~____~~~__________ ~~L_~~~___~069 _____ 2m ~yag 8:~~ 5100 0,6700 ~~ $ 8:~~ 8:~S 0., LCS Software by TJl<M Transportation CaIsultants CcDdition: ];in 98 diBA BJw/SylilARTA'L!. wIYU ro Hit In 09/21100 ~~~CN 346 1-680 SB/~eridge Dr Peak~ ------------------------------------------------------------------------ TJl<M tEIRD RIGlI 'I8RlJ LEFT . 811 \0 1f7 <- v ---> 1.8 0,0 3.0 (N). OF LANES) <0.0 0...0 2.=!!> 1 10 I 0 LEFr T8RU RIGiT Split? N smEET NRoE: 1-680 SB auGINAL ADJllS'l'.Ell ., V Ie CRITICAL ___~---~---~ ~_~2___!L~____ ~_~(rr___..!~t_!~t:___fl j_J~~ ~;!983 ___ m M(~) ~~ ~~ "$ li88 8:~~ 0,6490 ------------------------------------ WB RICE' (R) 799, 799 1725 0.4632 T8RU (T) 1918 1918 3590 $ 0.5343 ~ m~LIW: 8:~ -~F~?: o.Bfi ;. ADJUS'1'FIl FeR RIGHT TURN CN RED S sm::IAL ~ APPLIED INT=-ro-MrT . INT. '\tL=9B&lBART .:EM'l+98DIBA,!M\T ,eAP=Mrr-llMEM. TAB A LEFT 0 _1 0,0 'l'HRlJ 2577 ---> 3.1 RIGRT 949 --1 1.4 v A I Spl~p N 1,9 -- 799 RICE' SIREE'I NAME' 3,0<- 1918 T!lRlJ Stoneridge Dr 0.0 i- 0 LEFT v N W~E SIG WARRANIS:y UJ:b=Y, Rur=' lCS . Sofbomre by TJiM Transportaticn Consultants Cc::n:liticn: an 98 djBA lnv/SytMRTAU. no "'lp 98 Bs In 09/21/00 Th~n(]{ 347 1-680NB/StOnericlge Dr H.FA':WITCN Count:. Date . Time Peak Hour !~-~ ~ ~1~ I <-- v --> I Solit? N .. LEIT 0 -- 0.0 0.0 0.0 0.0 1.9 -" 507 RIGHT 'IBRlJ 2549 --> 3.1 (NO. CF LANES) 2.0<-- 1605 TERU ~~~k RIGHX 286, 1.4 <2.0 0...0 ~.:E> 0.0 r 0 un v 831 10 b v LEFT TBRll RIWr Split? N S'l:REET WM:: I-680 NB __~ ~_ ~ CAP/Cl'lY iJiio ~___ NB r1W~) ~ ~ * ~g g:~ 0.2862 EB .- ~)--- ~ --~~B 1<$ --~ar- 8:2~f---------- --_!_!..~~-~-------~----~!~---~~~!_----~.:~~!_----- WB _(~) 1~~ 1~~ ~~ 8:~~ ~~~ INmlSB::!I(]{: 0:80 :tm'EPS&:II(]{ LEVEL OF SFRVICE:' g.g~ ~.im.~~~,~APR.ml W~E S SI\j~y lCS Softklare by TJlIM Transportaticn Consultants Cc::n:liticn: an 98 diBA lDf/~ w~ 98 Bs In 09/21/00 ~(]{ 347 I-680_~/S~i~~___~~ ____ !~~ 1 'l'BRIJ LEFij i <-! L_> 1.9 1~~ NRItm LEIT 0 - 0.0 0.0 0.0 0.0 STREET NAME: 'l'BRU 2256 --> 3,1 (00. OF LANES) 2.0<- 1427 'l'BRU Staneridge Dr RIlE 228, 1,4 <2.0 0...0 ~~> 0.0 r 0 un Wi E v :J mk ~dk Split: N 5Itl~y STREET N/lM!:: I-680 NB cmGINAL AI>JllS'm) V /e QUTICAL KJIllHNr _~~ CAPllCI'lY _~_ V/~__ ~~(~~_~____~-=-__m8 __ 8:ms __~~~_-:__ EB m(~) ~ ~ *$ ~t88 8:~!~ 0.4478 WB'RiGH! <R)--- 336 1725 0.1948------ TERU (T) 1427 3450 0.4136 , mJ.:t:I~.:Il(]{: g.74 . .~ ~_~~: 0., * ADJ\JS'l'EO PCR :RI<m 'l'\JRN (]{ RED . S sm::IAL ADJlBlMENT APPLIFD ~.INT.VOl:r-~.JlM1t98DIBA.1>MV.~.IAB LP ?."VI lCS Software by TJlIM Transportation Consultants Canditicn: pII 98 djBA B:W/SytBAR:1'ALL no ",ip 98 Bs In 09/21/00 m~n(]{ 347 1-680 NB/Stcneridge Dr PI..:F.I\SANl'C ~___ Time ___~~ ~__________ TJlIM l>ETBD . II ------ ~ 11~ I <-- v --> LEFr . 0 --- 0,0 0.0 0.0 0.0 TERU 3380 --> 3.1 (l0. CF LANES) RItm 985, 1.4 <~.:E. 0...0 ~.:~> v J 10 lA12 un TERU RIGIiI Split? N S'IREET NtM:: I -680 NB ~ I Solit7 N 1.9 _c.- 907 RIGIiT STREET Nl!ME' 2,0<-- 2180 TBRIJ StoneJ:iclge Dr 0.0 1-- 0 LEFT v . SIG WARRAN'l'S: U:dJ=Y,. Rw:=Y N W+E S . l1JI1:M2lT ~. ~ CAPACITY iJlio ~~ Na RIWr (R) 1012 ---932-;----2970--0:3138 -0.3138 --- ____~~~2_____~~_______~______~!~___~.:230~________________ III 3ra5 3~~ *$ 3~. 8:M~ ----------------------------~!~~-------~~-----~.:~~!_----~~------- v:ilii iii ~ .. .. .. us Software by TJlIM Transportat;.icn Ca1sultants O:r1ditial: pn 98 diBA B:W/Sy+BARl'ALl.. w/'rf,:E 98 Bs In 09/21/00 ~(]{ 347 1-680 NB/S~eJ:idge Dr Peak~ ------------------------------------------------------------------------ TJiM ~ RIcEr 'l'8Rll LEIT 1 10 I ~ ~ <--- v --> I Spl!t? N 0,0 0,0 0,0 1,9 --- 686 RIGHT STREET Nl!ME: (10. OF LANES) 2.0<--- 1975 TIlRI1 Staneridge Dr <~~ 0...0 ~.:~> 0.0 r- 0 LEFT ~ n1 J~ Split: N STREET !WoE: 1-680 NB ___~ __~ _~ _~~ __~!2___~~ ~_11W:5~~_ ~~ ____ ~ ~__~~~____J:~~__~~~____ 1039 839 1<$ 1650 0.5085 2549 ~. ~l88 8:~~~ 0.6643 -------------------------------------- 686 686 1725 0.3977 1975 1975 3450 0.5725 ~JI; m~II(]{: 8:~ _~~?: 0., * ADJUSTED PCR RIGn' 'l'llRN (]{ RED S SPB:IAL ADJllS'lM'm APPLIFD ~.!NT, Vl:lF9B1JolB1\RI, EM'1t98DIBA.IMV .CAP=98AMEM. IAB . 'i . - LEFT 0 __1 0.0 T!lRlJ 2549 -> 3.1 RIG8! 1039 --1 1.4 N v W+E S . SIG WARRlIN'IS:y Urb=Y, Ilu:1:=' iii . .. . . .. . r t ;4S So~ by TJKMTranspOrtatim ConSl~]t-""'1ts ~. . onditian: IIlI 98 djBA KM/Sy+BARTA!L%Xl wlp 98 Bs In . 09/21/00 '~Irn 348 Johrlsan Drt{stanerldge Dr ~ ~~~--------~-------~~~--- ~~~ A ~11 A Lrm 607 -:...1. 2.0 <1.5 1~1 1.1 1.0 L~tt.H NRIGi'l' STREET N[M;' TBRU 2839 --> 3,1 <ro. OF lANES) 3.Q<:-- 1836 'lmIJ Staneridge lA- f'IGB'r 9 -I 1.1 <~! 1,,1 !.:.!> 1.0 I 13 LEFT f N v I 11 I 4 v S I SI8~, .:y w ~ E LEFT TBRU RItm Split? Y r: STREET}WE: Jd1nsm Dr. ( .KlYMM ~ ~ CAI'~~RXfY~__au;]~__ NB RICEr~) 4 4 1650 0.0024 rJj)~~J __A !:,~- . SB _~) 16b 8 * i~~ 8,8888 r WLR3 ____~__~_ i~ J:83t3 __~___ [ EJ) RIGi'l' ft)~' ~~ j9s 8J~f ~R ~ ~ 2848 5100 0.5584 0.5584 ....Wa ;mr(~) --~M~ laWs * s~~--- 8:g32~ -------- ;. un (t~ 13 13 1650 0.0079 0.0079 1 ~~~m~.drn: 8:~ li<<i$JE~!Mt~~~9: 0.7e r-" .ADJIlS'l'l";I R:R RIGHT TURN CN 'RED t INT=98BASE.!NT, va.-::saBNBART .~.ilM\T ,<:A.P=9&MEM. TAB LCS Sofbiare by TJI<:M Traosportaticn Consultants rCandition: an 98 cUBA lOf/Sy+:aAR'IALL' wfWLP98 Bs In 09/21/00 .! . ~~-=~_:"~_~t~~~-~--_Peak ~_______ TJI<:M toEllJD RIGEIT 'lmIJ LEFT , 10193 - <- v --> I Split? N 1.5 1.1 1,1 1.0 -- 173 RIGi'l' STREET Nl!ME' (ro. OF lANES) 3.Q<:-- 1490 'tHRIJ St.oneridge lA- <!,:.; 1...1 !,:.;> 1,0 f- 13 LEFT j n1l~ Split: Y STREET N[M;: Johrlsan Dr. r' KJVMm ~ _~ CAPlOlY ~IQ..__~'fi~--- " NB RIGiT (~L ) 1 i i~38 0.8884 'IIlRU ciS 8 8 1650 8: 004g WR 5 1650 0.0030 _J t k ~___ J !~___l~~~____~:.~~__ SB RIGEIT~) 166 0 * 1650 0.0000 m ~d gg 9g ~~ 8:~ T + L 93 1650 0.0564 0.0564 r Ei------ 226~ ---~---~aB -- 8:22~"""""~- ~ 608 608 2S7170 0.2047 0.2047 ~. 2272 5100 0.4455 WB 173 93 * 1650 0.0564 14~ 14~ ~~ 8:88~~ ~RATIO FCR ~ Il't~-.rICN: -~~~. I..Em. CF SERVICE: ~.~.~&so!BA.ilM\T,CAP=98AMEM.TAB ^ LEFT 6OS-I 2,0 'lmIJ 2263 --> 3.1 RIcm 9 -1 1.1 v SIG WARRAm'S: Url:FY, Rw:=Y W~E S r ~ ! 0.2879 0.56 0.10 0.66 B &> '2.. 1 I.q:; Software by TJI<:M Transportation Cmsultants Conditim: pn 98 djBA In.I/Sy+BliRTALL . %Xl wlp 98 BS Ln 09/21/00 m~'XICN 348 Jd1nsc:n Dr ,{Stmeridge Dr R.FASANl'CN Count Date TlJIle Peak Hour ------------------------------------ TJI<:M ME:IBD --------- A RI~1f1 I <-v--> LEFT 346 --- 2,0 1.5 1.1 1.1 'lmIJ 3916 --> 3.1 (00, CF LANES) RICEr 10 I 1.1 <!,:.; 1,,1 !.:.!> v 1! 10 115 LEFT 'IIlRU RICEr Split? Y STREET NtM:: Johnson Dr. ^ I Solit? N 1.0 ---. 125 RIGEIT S'lREET N/M:' 3,Q<:--- 2478 TBRIJ Staneridge Dr 1.0 T-- 6 LEFT v SIG WtiRRllN'l'S:. Url:FY, ~Y W~E S --~-~ -~-~~---~!~---~~------ NB RICEr~) 15 15 1650 0.0091 ~ ~d ~ ~ m8 8:8gg~ T + R 15 1650 0.0091 T + L 15 650 0.0091 ___-!_!_~~________________~~_______~_____~.:.~182_____~.:.~!~~______ 458 ~ tr i~ 8:~888 0.1600 . 231 ~l ig~ 8:1t88 ------------------------ 10 10 1650 0,0061 3~~ 3~~g ~~8 8: I~~ ______________~926_____~~~___~~~____2.7698____ 125 45 * 2478 2478 6 6 0.0036 0.95 0,00 0.95 E LCS Software by TJI<:M Transportation Consultants Condition: pn 98 cUBA Jno1/Syl'BA1'crALL wfWLP 98 BsLn 09/21/00 ~CN 348 Johnson Drt~t.oneridge Dr Peak ~ -----------------------------------------------------------------------_. TJI<:M ME1HD RIGiT TBRIJ LEFT 4\ \0 i1 _ <--- v ---> 1 0 L~12't1 NRI""", 1,5 1,1 1,1. ....,..., S'lREET NtM:: (00, OF lANES) 3.0<-- 2053 'lmIJ Sta1ericlge Dr <!.:.! 1...1 !,:.;> 1.0 r- 6 LEFT - I 10 115 v u1f TBRIJ RIGBT Split? Y STREET N/M:: Johnson Dr , ClUGINAL .ADJllS1E) V ICO CRITICAL _~___~___~_~~ __~_____ VIe ______ NB _~ (~L)) lij ~ l~~ 8:8886 < ) 15 15 1650 8,0091 + R 15 1650 .0091 f t k + L 3a ~ 8:8~~ -------------------------------------------------------- SB RIGlT~) 453 262 tr 1650 0.1588 ~L~d 23~ ~l 1I~ sJf8g ------------------------ EB _~) d ~ s~ o.o~ WR~d 344 ~M ~~ 8:~ ---------------------------- WB RIGBT~) 124 44 tr 1650 0.0267 ~ ~d 2O~ 2O~ ~~ 8:B~ ~~~nlIm~d~: roTAL -~-TCrCAP/CI'fiRATIO: . IN~J:.rCN I..Em. OF SERVICE: ~.~.m~~IBA.!MV.<:AE=98AMEM.TAB A I LEFT 344 --- 2,0 THRU 2852 --> 3.1 RICEr 10 -, 1.1 v SIG WtiRRllN'l'S: Url:FY, Rw:=Y N W+E S 0.0182 0.1588 0.5612 0.0036 8:I~ 0.84 D L03 Software by TJIIM Transportaticn ~tants Ca1diticn: an 98 djBA B:M/Sy!i3ARrALL no wlp 98 Bs In . 09/21/00 ma=.;l.J.Cl{ 349 Denker Dr'fStaleridge Dr PLEASAti'l'CN ~_Date _ ime Peak Hour TJIIM ~ RIqg ~ LFjO i <_J 1 L> LEFT. 312 --- 1.0 1.0 1.0 1,0 'l'HRIJ 2459 --> 3.0 (N:), OF LANES) RICEr 161 -, 1.0 <1.1 1...1 !:.!> v 3J 18 146 un TERIJ RIGlT Split? N S'ffiEET lW1E: Denker Dr , MJYMNl' ~ ~ __~__~9..___~~__ NB mY ('~.~) 46 46 1650 0.0279 LEFT (t~ 3~8 313 1~58 8:~~~ ~ + ~ 3~ rs38 g:~I98 _-L!..~::..!:______________ 404 ____-!65O _~.:.~~~___.2.:.~~~__ sa IIf 1ft) ____ ~~ __-2i~___J~ _ g:g~~___~~~__ ~_lfllft) __1D __2~~~___~~ gJm___~~__ ~ If~) 17n 171~ * r~ 8: Bia! 0.3351 ~~~ INmlSEI:TlOf: 8:6R liH~~::;Frttft~~?: O.BB * ADJtlS'l'ED FCR RIGIn' nJRN Of RED INT=98Bl\SE.!NT, ~-98BNBARX ,/Mo1+98DJBA./'Ml ,CAE>=98AMEM. TAB 1.0' L~li~~ NRICEr 3. Q<:--- 1734 'l'HRIJ ~~i~6r 1.0 I 17 LEFT v W~E S SIG WARRANTS: UJ:b=Y, ~y L03 Software by TJIIM TranspJrtaticn Consultants Ca1diticn: an 98 diBA B:M/SyffiliRTAU. w/WLP 98 Bs In 09/21/00 IIfil.l<:2l..;llCN 349 Deoker Dr. 1$tc:l1eridge Dr Fe PLEASAN'l'CN Count Date T:une ak Hour TJlIM ~ ----Ri, 17 -----~---------------- I <-- V -> 1.0 LSplit4Z N.,.......... LEFT 322 --- 1.0 1. 0 1.0 1.0 ... ""....... S'ffiEET NJ\ME: 'l'HRIJ 1921 ---> 3,0 (R). OF LANES) 3,Q<:-- 1479 'l'HRIJ Stoneridge Dr RICHr U4 -1 1.0 <!.:.! 1...1 !:.!> 1.0 ,- 19 LEFT v 2J 18 157 v un 'l'HRIJ RIc::m Split? N STREET ME: Denker Dr. ClUGINAL .ADJUS'JE) V Ie CUTICAL MJ'VrM:Nr \U.tM: Vl:l.lM:* CAPllCI'lY RATIO VIe ------------------------------ lIB mfI'(:f>) fa fa l~ 8:81~ ~VL) 249 ~~ ~ 8:fi~ t + ~ + L ~~ l~ 8:1~ 0.1964 ---------------------------- : If~fi) _ ~~__ 1~ * il 8:88M 0.0061 : mf!B) __~ _-=~ *___~~~ 8:i~~ 0.1952 we lIf~fi) 1411. 14d * ilia 8:~~~ 0.2858 'N:.ITf RATIO FCR TEE m~llCN: 0.68 -~~: 8Jg LEVEL OF SERVICE: C ~.iW,e~&aoIBA./'Ml.CAE>=98AMEM..TAB N W+E S SIG WARRANTS: Urb=Y, Rur=Y LP ;).- .g . L03 Software by TJKM Transportati.an Consultants Caldition: po 98 djBA B:M/SyiflARTAU.. .no wlp 98 Bs In 09/21/00 ~ . 349 Ilenker or ./stClnericlgeDr . . l'U'ASAN'l'C:N ~~~ate ___-,..,__----.!~--------- Pe~~ ____----'-__ liill TJIIM M>lHD · ------ ~ RI~ r (I . I. <-- v ---> LEFT 292 --- 1.0 1.01.0 1,0 l'ERTJ 3478 --> 3,0 (R), OF LANES) RIc::m 373 -j 1.0 <!:.~ 1...1 !:.~> v lJ 13 154 un T.8RIJ RIc::m Split? N STREET NAME: Denker Dr. N W+E S - I Split? N 1.0 --- 15 RIGHT 3, Q<:-- 2086 T.8RIJ ~~~i~Or 1,0 I 41 LEFT v . SIG WARRANTS' Urb=Y, ~Y . --~---~--~--~~---~~---~------ NB RIGHT~) 54 54 1650 0,0327 ~~fd 1~ ~I I ~:~~~ 0,1024 T + R + L 236 1650 o:mS ------------------------------------------------------------------------ :__Ir ~lf __~~_____________l~____ 8:g~i _~~::_____ .. :_ ~ftL_=Mt__________ U~ J:n~t____ 0.6~:=___ WB Iffft) 20M 3~~ 8:2gg~ 0.0248 0.94 0.00 0.9* . . >'~ . ~"I: .. L03 Software by TJIIM Transportation Consultants Caldition: po 98 diBA B:M/SyIilARTAU. w/WLP 98 Bs In 09/21/00 ~Udi 349 Ilenker Dr.f~dge Dr F~ ~. ~-----Ri.oo 'I.iiRIJ m-r -------------.-------- ,~ 301 r 148 ~ · <--- v ---> 1.0 L~t15? N.,~,...,.,. . 1,0 1,0 1.0 ~=u. S'ffiEET NAME: (NO,.OF LANES) 3.Q<:--- 1733 mRU Stoneridge Dr <!.:.! 1..1 !.:.!> 1.0 ,- 46 LEFT 1 I 13 155 v r.m TBRIJ RIGHT Split? N STREET ME: Denker Dr. . ___~__~ _ ~ _~~_ ~o___5L~____ _ NB RICEr IT) 55 55 1650 0.0333 THRIJ ( 13 13 1650 0.0079 unT + R(L 102 102 1650 8.0618 0.0618 68 1650 .0412 t t ~ + L Bij t~ 8:~~6 sa RIGHT ~) ---307--2.27 ;--i65O---o~i376---O:i376--- ___~_~____~~__ m5___J~~~____________" EB aL.GIf1',~) 205 125 * 1650 0.0758 III tiFf tt~ zm zm iB~ 8:~1B 0,5051 ---------------....-....--------------------------- we RIGHT~) 15 0 ... 1650 O. ??oo RW fd 17~~ 17~~ ~~ 8:5~'~ 0.0279 '\UlM;-ro-GAPJ!CITY RATIO ~ INTmSa::IIOf: 0,73 ~Pl~~.1VtMo~: 8:~ INTERSB:'XIOf LEVEL OF SERVICE: D ~.W,~llJknIBA.EM'l,~.m . ~ I LEFT 260 --- 1,0 mRU 2614 --> 3.0 RIGHT 205 --T 1.0 v .. SIG WARRAN'IS: Urb=Y. Rw:=Y W~E S . . .,!~ . iii . ",\ \ ;-"CS Software by.TJKM Tr~cn ~ ; 'oodit:.ian: an 98 djBA B:M/Sy+BARTAU. :Cowlp ea:& In . 09/21/00 t. a.~J:Rd 392 Stalerldge Mall/Canyon Wy .. Pleasant.an hlnt Date . Time Peak Hour [jJKM~ I ~:f17> .~ 864 --- 2.0 1,9 1.0 0.0 TBRU 0 ---> 0.0 (00. OF !.tINES) 0.0<- rrr; 124 -1 1.0 <!j 2t J'O> 0.0 r- 'fl ~ E un '.L'flRIJ RIdtr Split.? N ri STREET ME: Stcneridge Mall ~. ! MJ\7Mm' ~ ~. CAPPCrri .;Jii~.. ~ga ~. ..;:.--~-----------------------------.-- NB ~ R3 ~. ~ i~ 8:8m 0,0152 f>B -~~)--2i-- 2~~ -----1~~8:0~8-~~------ ~ EBRrlE! CR)-U4---~;----re5O---o.0267------------- __~--5.~~----~-----~Z~_~.29~~----~.:.~~---- ^ 0.0 L~to NRIGlT o 'l'BRU =~: o LEIT SIG WARRANTS:, Url:FN, .Rur=fl ~roftlll~KR ~ INTERSEX:IIOO: IDrAL~-~IIL~m;. nu~~1Ctl u:vEL CF SERVICE: ~.~,e~~,PM'l,~.;A!l 0.33 0.10 0.43 A r; . . r. t u:s Sofb9are by TJKM Traosportat:.icn Consult.ants rCcnditicn: an 98 diBA WW/S5>+!WttAU.w/'M2 98 :as In 09/21/00 f ~~Q{__392~i~e~c...Q'\A"~-- peak~~______ ~~ ^ RI,1j5 ^ I <-- v --> 0 0 1~to? Nn= LEFl' 932 -- 2.0 1.9 1.0 0.0 '.. . =''''''''STREET lW1E: '.L'flRIJ 0;'-> 0,0 (00. CF LANES) 0,0<-- 0 'l'BRU CanytX1 ~ RIcm 134 I 1.0 <!.:.!! 2...0 !!.:.~> 0.0 r-:- 0 LEIT v J Ja~ Split: N S'.IREET ME: Stcneridge Mall __~__ ~ . ~__~~__.;J.f'io _~ ___ ~]W ~fl___JL_-__-~-_--J~~ ~~8~__~;~~_____ 248 248 1725 0.1438 33 33 1725 0.0191 0.0191 ----- :S_~..i.~) ~~ ~ 1< __~_____.t~__.2~__ ~.~Il~lW1PJFR~ ~: gja ms8gt~~?: O,4i 1< .ADJUSTED F\:R RIGtt'l'llRN Q{ ltE]:r' ."... ...._.~.,...........- IN1"=98BASE.INT, VCL-~ .~IBA.PM'l,CAP=98.bMEM. TAB N W+E S SIG WARRANTS: Urb=N, .Rur=fl SB ~(~) p Lc~7 LCS Software by TJKM Transportaticn Consultants Ccndit.ic:n: :pn 9IfdjBAEbif/Sy+BARTAU. no wlp 98 :as In 09/21/00 m~.rrat ::let. st.OnericlgeMall/canyon Wy Pleasanton Count Date Time Peak Hour' ------------------ TJIIM foE'llD) RIm THRU LEFT -------- A 8 I -lr ,0 ^ I . <-- v ---> I Split? N LEIT . 360 --- 2.0 1.9 1.0 0.0 0.0 --- 0 RIGHT 'l'ERlJ 0 --> 0.0 (N), OF !.tINES) 0,0<--- 0 THRU =~: RIGBT 338 --I 1.0 <1.0 2...0 ~;~> 0.0 r- 0 LEFT v 22!1!310 v LEFT 'IERlJ RIGHT Split? N S'IREE'l' N!M:: Stoneridge Mall W~E S SIG WARRANTS: Urb=N, Rut=Y ___~_~___~__~~_.;J.fl.E___ ~____ NB 'IERlJ (T) 103 103' 3450 0,0299 __~~~______~_______~_____!~~___0.13~.:.~___ SB RIGHt CR) 870 870 1725 0.5043 'l'HRU (T) 118 118 1725 0.0684 0.0684 ------------------------------------------------------------------------ EB RIlE! (ll.) 338 258 n 1650 0.1564 0.1564 ____~~l___~~________~~___~Z~_~~__________ 0.36 8:1& A u:s Software by TJKM Transportat.icn Ccnsult.ants Calditicn: pn 98 diBA KM/Sy+BAR:rAU. w/'M2 98 Bs In 09/21/00 IN'l'ERSFI:TIQ{ 392 Stoneridge Ma1.1./Cariym Wy .. Pleasanton eount'Date Time. Peak Hour ------------------------------------------------------------------------ TJIIM t-E'lKD RIlE! 'IERlJ LEFT 811f ,0 <--- V. --:> 1,9 1,0 0.0 (N), OF !.tINES) <!.:.!! 2...0 0,0> J is 10 LEFT 'l'BRU RIGHT Split? N S'IREE'l' N!M:: Staneridge Mall ___~___~ _~ ~~_ Jf~__57~____ ~_ Bfi_ m ____~______~______ i~~__t~~____~;~___ SB RIGm CR) 892 892 1725 0.5171 _~_m____~______!~___;Z~___..2.:E_~__~,0667 ___ ~Ji~I:5~~____~_______J~t:..--~~....--J: im _~::O_=....----- ^ LEIT 363 _1 2.0 'l'BRU 0 --> 0.0 RIGHT 329 --T 1.0 v A I Split.? N - 0,0 --- 0 RIlE! S'IREE'I Nl'ME: 0, ()c-- 0 'l'BRlJ Canyon Wy 0.0 T- 0 un v N W+E S SIG WI\RRAN'1'S: Urb=N t RuI=Y 0,35 0.10 0.45 A 1< lIDJUSIEI) Ft:R RIlE! TURN Q{ RED .. INT=98BASE.INT, VCL--e8lHlART.~IBA.:EM\T,~. TAB I.C6 Sofb9are by TJKM Transportation Ca1sultants Condition: an 98djBA~nci WLP ro Base In INl~.nCti 901 SanRa:lDnVally/I-580WB Off ttJBLIN ~2~________ TiDil Peak Hour TJKM tElHD ---- 09/21/00 LEIT TBRIJ RIGBT I :1 , jO> i Split? N o -- 0.0 1.9 2.0 0.0 2.8 --- 1300 RIGB! o ---> 0.0 <W. OF LlINES) 0.0<--- 0 TBRIJ ~~r~ o -1 1.9 <0.0 2..0 ;~> 2.0 I 450 LEIT v !uk!89 v !.:EFT 'lllRU RIGET Split? N STREET ME: Sa:nRan:m.Vally ~ ~ CAPPCrr.l W~E S SIG WARRAN1'S: Urb=Y. Rur=Y 0.2808 8:a3 0" I.C6 Sofb9are by TJKM Transportation Consultants Condition: an 98diBA ~ wI WLP ro Base In 09/21/00 ~~___~=-~~I-~~~-Off _~!ak~_______ !m1~ A RI~EfjO A LEFT 0 _J 0'.0 <i9 2vO 00> 2,8 L~P.~b NRIGET . . . STREET NAME: TBRIJ 0 -> 0.0 (W. OF LANFS) 0.0<-- 0 TBRIJ 1-580 WB Off RIGB! 0 -j 1.9 <0.0 2..0 !;.~> 2.0 r- 509 LEIT v J Ja~ Split: N STREET ME: SanRanonVally __~__~ _~_~~ _~!2____5ZE____ ~_~~~~_~3 __JBs ___J~_~J!~____________ SB _~!~~__ p~t__ ~L__ ~135 _jJ~!L_~~~_____ ~_~~_ (R) ___~____.2_____ 17~___~.:.~000 _______ WB f:Ii? (ff) ~~g 8 :t9U 0.2811 o KR THE ~nCti: 0,83 W ~. 0.05 - RATIO: . 0 88 ~ u.vEL OF sm&ICE: . D ~~~a~~IBA.}M'l.e&>--ro-R>lEM.TAB N W+E S SIG WARRANTS: Urb=Y. Rm:=Y Lot:>O . I.C6 Software by TJKM Transportation Consultant.s Condition: pn 98djBA. ~BARTAI.L DO WLP IO Base ln IN".I'ERSEX:.ITCti 901 SanRaronVally/I-5tlO we Off IllBLIN Count Date Time Peak Hour --- ------------------------ TJKM M':TB:D RIGET TBRIJ u:Fl' ------- A 110j 17j5 lOA O -1 <-- v ---> I Split? N 0,0 1.9 2.0 0,0 2.8 -- 12611 RIGBT o --> 0.0 00. a; LANES) 0.0<--- 0 TERll ~~ W ~ E 0 -1 1,9 <~I 2:1: t:> 2.0 r- 458 r.m: SI~ . S r.m: TBRIJ RIGET Split? N STREET N!lME:: SanRan:mV~ __~__~ ~__~E!Y_~__ ~ ____ NB RIGET (R) 993 993 1725 0,5757 . _~f!L____~~___~~~__2450_____~:.Z~ 0.70~_____ ~__~ (~) _Jz~t__l~~____J~~___ 8:~~ __________ _____________~_____________;~____2~~2~_______________ iii 1268 2970 0.3360 0.3360 458 2970 O,~2 IN'l'ERSEl:TICN : 09/21/00 kf"d III r.m: TERll RIGBT '. 6:8~ 1.0~ . .. .. . LCS Software by TJKM Transportation Consultants Condition: pn 98diBA ~ wi WLP ro Base ln 09/21/00 ~~__~..: S~~~JkI~_~.or:__.!~~~m________ TJ>>l ~ RIGaT lllRU r.m: III ------ A :1 17f l~> A LEFT 0 -1 0.0 1.9 2.0 0,0 2.8 l~~ NRIGET STREET NtM::: lllRIJ 0 --> 0.0 (N). OF LANES) 0.0<- 0 'lHRIJ' 1-580 WB Off RIGaT 0 --T 1.9 <~.:.~ 2..0 !~> 2.0 f- 457 LEFT v J~~Split:N STREET N!lME:: SanRaIXlnVally __~____~ .~ _~~___~!2__~_____ ~__~sfl~__~____ ~ __J!~_ 8:~~~___~~~____ - ~__(~~______________~435_____8:~__________ ~_~~ (R) ____________2:725 ____2.:.~~~__________ WB fiWcfI}) ~8' 8:~~ 0.3316 .., ~ICN: 1.02 0.00 1.02 F .~ /:iI - N W+E S SIG WARRANTS: Uxb=Y, R1.n:'=Y .. .; . . . p:s Softwa:rebYTJ1IMTrmisP:>rt.at:.iCiiec;ri;fu~ \. amtian: an 98djBt\ ~ IlCM WLP EO HIT In 09/21/00 ~ 901 SanRtmnVally/I-580 WE! Off DUBLIN ~t Date _________~_______~~_________ r ~~ RI~1lW5~ L ~ I I ~ Ii _J 0.0 <1.9 3~0 O~O 2,8 L~ao NRmlT o -> 0.0 (NJ, CF LANES) 0.0<-- 0 TBR!1 ~nt Ot 0.0 <O.~ 3t f~> 2,0 r 450 LEFT W~E b cis ~ S1g~y r S LEFT TBRIJ RIGiT Split? N r ' STREET NiMt: ~'Vally \ _~ _ ~ ~ ~ta'l'Y __~O_ ~ _ na_mF~~} ~ ~. m~ 8:!r~ ~______ L}B _ (~) ~~~ ~~! 3H5 8:~m 0,3662 ~-mrJVlfgf-----m-*---i8----rilli----o.nil---,.- r VYJ"MF.-TD-CAPACI'lYJllIl'IO~.JP:.l'N'l'ERSB:'rIC: g'.680 it" ~~I..g?I.~..I\U...a:. 10 l. ~ilft~~: 0.78 .. ADJUSTED FCR lUGHT 'l'tIElN CN RED ~!O-MIT .mI, \Ur-~ .1!M'ltS8DJBA./lM'l,CAP=MIT-PMEM, TAB 1 LEFT rBRiJ ~ICE rLCS Software by TJl<M Traosport.ation Consultants iCanditian:an 98diBA~ wI WLP EO Mrr In l ~~ 901 SanRara1Var~1-580 WE! Off Peak~ ---------- -------------- TJKM ~ RmlT TBR!1 LEFT r ----- ~ 1241 114 I 0 ~ .. I <-- v --> 2.8 l~PH13'to?o' N",.,..".,. """"....,.,. u.......: . LEFT 0 - 0.0 1,9 3.0 0.0 .",.~ .,=~ .""'_,.. THRU 0 --> 0.0 (NJ. OF LANES). 0,0<-- 0 TBRIJ 1-580 we Off RIGItt 0 I 0.0 <~ 3...0 1.9> 2.0 j- 509 LEFT v J Ju ~ Split: N . STREET NtM:: SanRmxnVally ~ ~ __~E!!.~~_ ~--- JS3 ~ 3I~ g:M~ ------------ 1244 1244 1725 0.7212 1904 ____!~__2~L_ 0,3679 0.3679 ~~ * ~8 8:nn 0.3111 o FCR mE lIr.l.'J:l'll:;El;fIrn: 0,68 ~: . o.,g ~CE~:, O. C ~~~.~IB.b.,/lM'l,c:AMm'~PMEM.TAB 09/21/00 N W~E SIG WARRANTS: Ul:b=y, Rur-=Y we r ! ~3J LCS SoftMare by TJt<M TrSrispClitaticn Cansul.tants Ccnliticn: pn 98djBt\ ~ IlCM WLP EO HIT In ~~rn 901 SanRamnVar~I-580 we Offp~ak~ -------------------- --------- TJKM t-E'lHD 09/21/00 ------- ^ ~, ~ jO ^ I <--- v ---> I Scl.it? N o --- 0.0 1.9 3,0 0.0 2,8 --~~1268 RIGHI o -:-> 0,0 (NJ. OF LANES) 0.0<-- 0 THRU ~~ W ~ E 0 -1 0.0 <o'r 2:1: ~> 2,0 i- 458 L1'FJ: SI~y S LEFT TBRIJ RICE Split? N STREET Nl!ME: SanRan:x1Vally _ ~ _ ~~___~__~~1Y _~____~~___ NB ~ (~) ~ 2~ 3Ifs g:.~~ 0.4696 ------------------------------------------------------------------------ SB _(~) H~ H8g SH3 8:~~ ------------------------------------------------------------------------ 1268 952 ." 2970 0.3205 0.3205 458 458 2970 0.1542 LEFT THRU RIlE! 8:b' 0., LCS Software by TJKM Transportation Consultants Canditicn: pn.98diBA ~ wI WLP roMIT In ~W 901 SanRamnV~I-580 WE Off PeakDl~m ------------------------------------------------------------------------ . TJKM t-E'lHD RIGHT TBR!1 LEFT 110i 17f I 0 ~ <-- v ---> I Spgt? N 1,9 3,0 0.0 2,8 --- 1268 RIGHI STREET NAME: (NJ. OF LANES) 0,0<--- 0 THRU 1-580 we Off <~.:~ 3...0 !~> 2,0 r-' 457 LEFT J In J~ Split: N STREET lW'E: SanRau:nVally __~_--~ __~__~~___~____au!Z~___ ~_~~~} _~_____23~ ~~~___Jl~ ~~~~~__ ~ ~_i~:__JtL~!L__ 3ifs__1~~__________ WE! fMT<8) ~~ ~5~ .. ~g 8:~ 0.32.22 \UlME-TO-CAPP.CITt RATIO FtR 'mE ~CN: 0.78 ~~~: 8:~ . :lli~lICN LEVEL OF ~CE: D ~~~~.~IBf\.EM\T.cAF=MrNMEM,TAB 09/21/00 L1'FJ: TBR1J RICE ~ o -1 0.0 o ---> 0.0 o ~-j 0.0 v SIG WARBAN'IS: UJ:b=Y, But=Y N. W+E S LCS Software by TJKM Transportation CorlsW-tants Caxlitian: po 98 <ljBA BM/Sy+BARl'AU. no wlp :00 Bs In 09/21/00 m~lICN 903 Foothill Rd./1-580 E8 Off . I'LEASAN'J.'CN ~ Date ~-__-_!..~_---~-_---~_~_-____ !~~ A ~.~jO I <--- v --> LEFT 838 --- 2.0 1.9 2.0 0,0 'l'HRI.l 0 --> 0,0 (00. OF lANES) RIlm 859, 2.8 <~ 3...0 1.9> v ! J8 t5 LEFT THRIJ lUW!' Split? N STREET :NAM;:: Foothill Rd. 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LCS Software by TJKM Transportation CorlsW-tants Condition: po 98 <ljBA B:W/SytBARTAU. no wlp :00 Bs In 09/21/00 m:r=:r.LCl'l 903 Foothill Rd, /1-580 EB Off R.F.ASAN'l'CN Coont Date Time Peak Hour !~ ~~ -~---~ ~ ~~---~~~~----~--~----~ . I <--- v ---> I Split? N LEFT 945 --- 2,0 1.9 2,0 0,0 0.0 -- '0 RIcm' TERU 0 --> 0.0 (10. OF lANES) O,()<::--- 0 TIlRlJ ~~ RIGHT 945 -1 2.8 <0.0 3...0 1,9> 0.0 r- 0 LEFT v ! 2317 ~94 v LEFT 'l'HRI.l RIW!' Split? N STREET NAl'E: Foothill Rd, . N W+E S SItl~ . __~_~__~_ .CAP~_ ~9___~~___ NB ~(<R)) 2369417 694 1725 0.4023 .~ ~ T) 2317 5175 0.4477 0.4477 ---- - ------------------ SB _(~) J~~ J~~ ~Z~ 8:~~8~ i:B--RIGm (R) - 945--531-;-- 2970 -0:1788----------- '.. ---~~--~~------~~-----~~---~.:.~!~-~~------ -.II '1.ULtM';';'TC>-CAPACIlY RATIO FCR TIlE n..u:J:lSl:/..;uCN: 0,77 ~~f<f: g.gg ~CN LEVEL OF SERVICE: . D ~~8DJBA.EMV.CAP=ID-JlMEM,TAB . . .. .. .. 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I;: ..a ~ ~~ ,~ ... ~ Illl .. ~ - 5 'i :i 8: :8:1 t ~ ~ ~:f < I::: < o ~ = u ~ . ~ .= WI _ TnTOI POr'.C' ':)C;; ....w I I I ,..... ! r re, Software by TJKM Transportation Consultants (I. , tian: an 1998 dh59 e+a w/8my no wlp 98 Base Lanes 02/27/00 ... ~-vg~ S49 Deokeror'f~clge Dr ... Peak ~ . ~~ --------R]~~~-~LEFT~~------~------------------------- ,--------- A 'i r 110 A r"l I <--- v ---> I Split? N ! .'E:FT 330 --- 1.0 1.0 1.0 1,0 1.0 --:;: 42 RI<:m' t,Bmr 2404 _A> 3.0 (~. CFLANES) 3,0<--- 1546 Tl:lRlJ ~i~6r .a~ 153 -J 1.0 <:j 11: t~> 1,0 r- 21 LEFT SItl~Y S LEIT Tl:lRlJ RI<:m' Split? N STREEI NRE: Denker Dr, F MJIlFM;2lT ~ ~ CAPPaTY iJ.fr.0 aa;~ f~--~~ft,-----:~--------:~~-------li~-----~~~i------------------ t t ! 3~~ 18~ 8:~~~ r--,___!_!_~~~________________~~_______~~~____~~~~~~_____~~~~~------ f )B WifI (f~) 3~ g * i9~ 8: 8g~9 ! ____~_~~l_______!2_________~_______~~~_____~~~~!_____2~~~~!------- rFJ3 Mf~fl) 2~ 23~ * ~m 8:mB 0,2000 F . .'------------------------------------------------------------~ !;'lB WifI(f~) 15~~ 154g * mg 8:~9 0,2987 LEFT (L) 21 21 1650 0,0127 .- ~d1: ~CN: 8:6~ t~ ADJUSm) R:R RI~~~: 0,88 INT=98BI\SE,!NT, VOI..=98l1NBASE ,AMV+98DH59,PMV ,CAP=98AMEM, TAB r tIre, Software by TJl<M Transportation Consultants Condition: an 1998 dg59 e+a w/S~w/ wit> 9811aseLanes 02{27{00 f~~~".,'r~~~~"~ I <--- v ---> I Split? N rLEFT 301 --- 1,0 1.0 U 1.0 1.0 -- 42 RI<:m' STREET NtM>: ~Tl:lRlJ 1926 ---> 3,0 (W. OF LANES) 3,0<--- 1275 TERU Stoneridge Dr . RIGHT 110 --I 1,0 <~~! 1...1 !~!> 1.0 ,- 21 LEFT v - 41 19 166 v rm Tl:lRlJ RI<:m' Split? N STREEI NRE: Denker Dr. CRIGINAL AD.:Jt5TID CRITICAL __~_ ~___~__~E'!!________________'Y.L~________ ~ ~ m8 246 246 1650 85 1650 ~~I l~~ 1650 ma 1650 N rW+E f S SIG WARRANTS: Urb=Y, :Rur=Y NB _ ~ft) ~R tt~+L 0,2006 lP5'8 1m Softmare by TJl<M Transportation Consultants Condition: pn 1998 dh59 eta w/Sfuy no wlp 98 Base Lanes 02/27/00 INTERSEX::TICN 349 Denker Dr. fSt.aneridge Dr ak PI.FA'5tIN'KN Count Date ime Pe Hour ------------------------------------------------------------------------ TJIM ME:mXl ----------- A RI~ ~ ~ I <--- v ---> LEFT 227 -- 1,0 1,0 1,0 1,0 THRlJ 2610 ---> 3,0 (N:), OF LANES) RIGHT 317 --I 1,0 2~! 1...1 !~!> v 16b 13 155 LEFT THRlJ RIGHI' Split? N STREET NAME: Denker Dr, A I Split? N 1. 0 --- is RIGHT STREET NAME;' 3,0<--- 2311 THRlJ Stcneridge Dr 1,0 T-- 61 LEFT v SIG WARRANTS' Urb=Y, ~Y N W+E S ___~___~___~___~AC~___~!~____~~~______ NB RIGHT fR) 55 55 1650 0,0333 f!Jf ~d 1~~ 1~~ 19~ 8: ~8~ f t! 19~ 18~ 8ji~ T + R + L 237 1650 0.1436 ------------------------------------------------------------------------ SB _(~) 3~~ 23~" i9~ 8:6~ 0,1491 LEFT (L) 47 47 1650 0,0285 EB--~~~)----~1~-------~~~-;-----~~~--~--8~~~~-~---~-~-----~-~-- ____~_~~1______~~________~7 ______!~~_____~~!~~____~~~~~_______ WB ~(L~) 23H ~~1g 8: 22gg 0,4466 ........... ( ) 61 1650 0.0370 ~ IO IN'l'ERSEl:TICN: ~Mn~~~f'~I " ADJUSTED Fm RIGHT TURN CN RED INT=98BASE, !NT, \O..=98ANB!ISE ,IMV+98DH59 ,IMV, CJIP=98i'MR'l, TAB 0.1024 8,84 ,05 O,8fi 1m Software by TJIM Transportation Consultants Condition: pn 1998 dg59 eta' w{Sfu:! w{ wlp 98 Base Lanes 02{27{00 IN'l'ERSEl:TICN 349 Denker D.r,i'$toiieri..CJge J:jr.~m'_...~ ~~-~~~-----------------~_!~----------------~~~-~-------------- TJIM ME:mXl RIGHT 'lllRU LEFT 31 r ( <-- v ---::> 1.0 1.0 1.0 (N:), CF LANES) <!~! 1..1 !.:.!> 11! 13 155 LEFT THRU RIGHT Split.? N STREET NAME: Denker Dr, ___~___~___~~_~~!!"!____rMi~____~~______ r~ r~ l~~ 8: g5;~ 113 113 1650 0.0685 68 1650 0.0412 126 1650 0,0764 181 1650 0,1097 ------------------------------------------------------------------------ ~__~1t!~_____:~________:~~_:_____!~~_____~~~~~_____:~~:::------- ES RIGHT~) 186 106 * 1650 0.0642 ____~-1~_____:~~_______:~_______!~-----~~~-----~~~!~------- WB 1650 0,0000 IS~ 8: 8~~~ IN'~.m:N: A LEFT 201 __1 1.0 THRlJ 2066 ---> 3,0 RIGHT 186 --I l,d v A I Split? N 1,0 --- 15 RIGHT STREET NAME: 3,0<--- 1964 THRlJ Stoneridge Dr 1. 0 r- 60 LEFT v N W+E S SIG WARRlIN1'S: Urb=Y. Rur=Y NB &r ~D) T+R ftk+L 0,0685 0,3795 0,72 8:!~ D LCS Software by TJKM Transportatian Consultants Conditian: an 1998 dh59 eta w/Sf!Ry no wlp 98 Base Lanes 04/19/00 INTERSEI:TICN 392 Stoneridge Mall/Canyon Wy Pleasanton Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM METBD W~E S RI,~~ c--- V --:> 1.9 1,0 0.0 (N'J. OF LANES) <!;.~ 2...0 ~:.~:> 21!710 LEFT 'IER1J RIGHT Split? N STREET NAME: Stoneridge Mall SIG WARRANTS: . Urb=N, Rul:9i I LEFT 815 --- 2,0 THElIJ 0--:> 0.0 RIGHT 129 ---I 1.0 v 0.0 L~lito NRIGHT 0,0<--- 0 THRU ~~: 0.0 T-- 0 LEFT v ___~____~___~__~~!~____P}A~Cl___5zE______ ~___~_1fl_______~_________~_______~~~_____~~~~_____~~~~_----- ~__~~~:_____:z~________~______!~~_____~~~~_____~:.~~~~___---- ~__~~~:_____~________~~:_____~~____~~~~~____~:.~Z~~_______ 0.31 8:1~ A LCS Software by TJKM Transportation Consultants Condition: an 1998 dg59 eta w/S~ w/ wlp sa Base Lanes 04/19/00 INTERSEX::TICN 392 Stoneridge Mall/Canyon Wy Pleasanton CoUnt Date Time Peak Hour ------------------------------------------------------------------------ TJKM METBD RIGHT 'l'!lRlJ LEFT 221 flO <--- v --:> I Split? N 1,9 1,0 0,0 0,0 --- 0 RIGHT STREET NAME: (N'J, ClF LANES) 0,0<--- 0 THRU Canyon Wy <!.:.2 2...0 ~.:.2:> 0,0 r- 0 LEFt J ~ J~ SPlit: N STREET NAME: Stoneridge Mall ___~___~__~___~~___~.E____5Z~_____ ~__~1fi______~_________~_______!~_____~~~~~_____~:.~~~_------ ~__~~~)_____~~_______~~_______!Z~____~~~~~_____~~~!~~_______ ~__~~~~___~!________~!~=_____~!~_____~~~~~~_____~:.~Z~!_______ ^ , LEFT 814 --- 2.0 THElIJ 0 --:> 0,0 RIGBT 129 --T 1,0 v SIG ~-="'T Urb=N, =u;....T N W+E S 0.31 0,10 0,41 LCS Software by TJKM Transportation Consultants Condition: pn 1998 dh59 eta w/Sfwy no wlp 98 Base Lanes 04/19/00 ~1~CN 392 StoneridgeT~/Canyon Wy Peak ~anton ------------------------------------------------------------------------ TJKM ME'J.KD RIGHT THElIJ LEFT i T 10 <--- v ---> 1,9 1.0 0,0 (N'J. OF LANES) 1.0 2...0 0,0 <:1 13 r::> LEIT THRU RIGHT Split? N STREET NAME: Stoneridge Mall w~ .. :~ .. LEIT THRU RIGflT I 343 --- 2,0 o ---:> 0,0 317 --T 1. 0 v 0,0 L~Plito NRIGBT . = NAME: o . 0<--- 0 THRIJ Wy 0,0 T-- 0 LEFT v W~E S .. SIG WARRAN'l.'S: Urb=N, RW:=Y . ___~____~___~___~~~____~Cl____~~______ ~__~_1~1______~________~~_______~~~_____~~~~~~_____~~!~~------- SB _ (~) ~Po ~Po B~ 8: ~~~~ 0,0638 ------------------------------------------------------------------------ ~--~~~~-----~~~--------~~_:_----~~-----~~!~~-----~~=~~:------- 0,34 0.10 0,44 A LCS Software by TJKM Transportation Consultants Condition: pn 1998 dg59 eta w/Sf!Ry w/ wlp 98 Ease Lanes 04/19fOO . INrERSEI:.t'ICN 392 Stoneridge Mall/Canyon Wy Pleasanton Count Date Time Peaknaour ------------------------------------------------------------------------ TJKM METHXl RIGflT 'I'!lRlI LEIT 82tTIO ^ <--- V ---:> I Split? N 1.9 1,0 0,0 0,0 --- 0 RIGBT STREET NAME: (00. ClF LANES) 0,0<--- 0 THElIJ Canyon Wy <!.:.~ 2AO ~.:.~> 0,0 T-- 0 LEFT ~ nk J~ SPlit: N STREET N!'ME: Stoneridge Mall __~____~___~___~~!!____~9____~Z~______ ~__~_1~i______~~________~_______~~_____~~~~~~____~.:.~~___---- ~__~~~:_____~~~________~~~_______!Z~~_____~~~~~___~.:.~~~_______ EB RIGHT(<R)> 317 237 1< 1650 0,1436 0,1436 LEFT L 343 343 2970 0,1155 ------------------------------------------------------------------------ LEFT THRU RIGHT I 343 --- 2,0 o ---> 0.0 317 --I 1.0 v N W+E S .. iii .. Iii IIIii . III . SIG WARRAN'l.'S: Urb=N, Rur=Y . .. ... FCI/..w::mr~ ~: -~iF~?: ." l\DJUS'l'ID FCI/.. RIGHT 'ltlRN CN RED INl'=98BASE, IN! , \U.=9BAWB1\SE, !M'1t980059. R1Il ,CAP=98AMEM. TAB 8j~ 0,41 .. .. .. . ~. I ~.; Software by TJKM 'l'l:ansportation Consultants ( :clition: pn 1998 dh59 eta w/S&ty no w:q, !D Base Lanes ~r.ocN 901 SanRaa:mVally/I-580 we Offu..DUBLIN C :ot. Date . Time p"""" Hour l' : . ------~--------------------------- :t ~~ A ~FTjO I""""T 0 _J 0.0 <i~ 2':0 Q.ct 2.8 L~ NRICm ~~ lJ, 0 ~> O.OCN';" OFI.ANES) .0.0<--- 0 'l'HEUJ ~wfm r :m 0 -1 1,9 <~.:.~ 2...0 ~.:.~> 2,0 f- 447t:EFT v !ll~ 194 v LEFT TBRU RIGHT Split? N STREET Wl'E: SanRalCriViilli. MJVEMm' ~ ~ CAPllCITY iNio ~~ r ~~W --~m-----~~~~~~--~~~~l35 .. --~gl~i-------77~~------ t '-RlGBT- c.R)---1286------i286-------i725------8:7455----------~------- ___~~__~~_______1606 ______~~~______.:.~~~~_____~.:.~~~~_______ m. RIc:m (R) 0 0 1725 0,0000 ;. ~ OR)-----gg3--------S34-;----~2S70----_O;i19e;----o:l79a:--~--- ! LEFT CL) 447 447 2970..0.1505 ~~.m~fIt:E: 8:~fi . , -~~I~?:, 0.7~ f..wusTID FCR RIGHr 'l'URN CN RED. . [.r=..lP-BASE, IN'! , VOL=9e.11NEAB:r .J\M\T+98DH59 ,J>Ml ,CAP=ro-AMEM. TAB 04/'22/00 y,.-bt E L ~ SI8~y r... . S Software by TJI<:M Transportation Consultants ... ..odi.tion: pn 1998 c1g59 e+a w/Sfwy wI wlp EO Base Lanes 04/'22100 ~CN 901 SanRatrnV~/I-580 we Off ... P akW' [~~:--"lWf1T~-~:-,---!---:""~-~~ I <-- v --> I SpJ4t? N LEFT 0 --- 0.0 1.9 2.0 0,0 2,8 --- 993 RIGHT stREET ~: ~ : =; ~:~ 4~r~: t~r'~ ,,~ ;;;; :=, ~~ t _":.j'M~~~t? . .-. -. MJVEMm' ~ ~ CAPN:J.T{ iJ!8.o ~~ 1f~~+~~~I~~ ~~~l______~_______~______~!Z~__~.:.~~~~__________________ r HWcf!) . ~~*n1E ~~~g6:~~: ... , ~: 8Jg SERVICE: C r~~80059.PMl,CAP=a;&IEl'1.m i r \ &UO LCS Software by T.m1 Transportation Consultants Condition: pn 1998 dh59 eta w/S&ty no wlp lD Base Lanes ~;oo SOl SanRaJcnVap.~1-580 we Off PeakDl~TN .~~=~~--~-----~~~~~-----~------------------------ I <--- v --> 2 I SplitZ N"T"""" LEFT 0 --- 0,0 1.9 2,0 0.0 .8 --- 640 ~ TBRU 0 ---> 0.0 (1'0. OF LANES) 0.0<--- 0 TBRU ~WB~ RIGlT 0 -1 1,9 0,0 2...0 1.9 2.0 r- 423 LEFT v <--r J7 I:> v LEFT THRI1 RIGHT Split? N STREET NAME: SanRaronVa14r __~___~~_~_~___~~~____~_w_5~______ ~_~s~~____~~_____~~~_______~~~~_____~~~~~____~~~_______ :a___~~____!~~_______!~~______~~~____~~~6~~__________________ EB RIGHT (R) 0 0 1725 0,0000 we--RIGBT-CR)------a4S--------427-;-----2970-----0:1438-----0:1438------- I..EIT (L) 423 423 2970 0 . 1424 ~~~~~ INl'ERSEx:TICN: ~~-~~I~cl?: ... ADJUSTED FeR RIGHT TURN 00 RED INT=-lP-BASE.!NT. VOL=9BANBART ,EM'J+Q8DH59,EMV ,CAP=:IO-PMEM, TAB 04/'22100 W~E S S1G WARRANTS: Urb=Y. Rw:=Y 0.79 0.07 0,86 o LCS Software by T.m1 Transportation Consultants Condition: pn 1998 c1g59 e+a w/S&ty wI wlp lD Base Lanes ~~Ua-l 901 SanRaronVap.~1';'S80 we Off Peak~ TjKM-MEi8OD---------Ri~T8RU-LEFT---w-----------------~-------------- ---------- 9Si 13i3 I 0 ~ I <--- v ---> I Split? N o --- 0,0 1,9 2,0 0.0 2,8 --- 846 RIG8T STREEr NAME: o --> 0,0 COO. OF LANES) 0,0<--- 0 THRI1 1-580 WB Off o ';'-1 1.9 <~.:.~ 2...0 !;~> 2,0 r- 422 LEFT v j ~J~ Split: N STREET NPl-1E: SanRarcnVally ___~____~'1l!:___~__~~____~~___~~~______ ~__~S!~~____~~______~:!_______!~~_____~~~~____~.:.~~~___---- ~__~S~~____!~~~_______~~~_______~~~_____~~6~g_________________ ~_~_~2_______~__________~_______!Z~_____~~~29-_________-------- we HW(f~) 2~ 1i {o ~g 8:U~~ 0,1438 ~~PJ:ITI.RATId Ftt THE INTEPSEx::TIC:N: 0,79 ~ \QL~~RAffifi: g.~ INTERSECIla-l LEVEL OF SERVICE: . D ~~~~Sams9,EMV,CAP=lP-&lEM,~ 04/'22100 LEFT TBRU RIGErr N W+E S SIG WlIRRANTS: Urb=Y, Rur=Y :s Software by TJI<M Transportation Consul.tant.s :n:1ition: J:m 1998 clh59 e+a w/S~ no wlp 10 Base Lanes 04/'22.100 S"~l!CN 903 Foothill Rd,/I-580 EB Off akPLE!\SAN'l'CN ~~------------------_!-~----------------~=---~-------------- .m-I !>ElBD _____. RI, ~ j5 I <-- v --> EFT 838 -- Z.O 1.9 Z.O 0,0 HRI1 0 -> 0,0 (N:), OF LANES) I<E 812 -1 Z.8 0.0 3...0 1,9 <-I 614 t: LEFr TBIID RIGBT Split? N S'l'REE'l' NAME: Foothill Rd. ,~ E S . 0.0 L~lltb NRI<E 0.0<--- 0 TBIID ~~ 0.0 r- 0 LEFT SItl~Y _~___~~__~__~~__~j~___~E______ ~--~~~-----~~~--------~~-------~~----~~~~------------------ ~~(~) _~9 _____~~_____~~~~_____~~~~~__~~~~~_______ :B RIGBT (R) 812 454 * Z970 0.1529 ._~_~~l____~~___--_~~____~~~~____~~~~~_____~~~~~_______ 0,64 0,10 0,74 C LCS Software by TJKM Transportation Constiltants :ondition: pn 1998 cIg59 e+a w/Sfwy wI wlp 10 Base Lanes 04/22100 INl'ERSI'l:TICN 903 Foothill Rd,/I-580 EB ~f PeakPLEASANTCN :::aunt. Date T:une !lour !~~~--~------Ri~-~-~-------~----------------------------- I <--- v --> I Split? N LEFT 838 --- Z.O 1,9 Z.O 0,0 0,0 --- 0 RIGHI S!REET NAME: TBIID 0 ---> 0,0 (N), OF LANES) 0.0<--- 0 lm1I 1-580 EB Off ; 810 -r 2.' J l 1: :t:~ 0 un SI~ STREET N.AM:: Foothill Rd, __~__~__~__~!CITY _;jA!~____5ZE______ ~ ~~) ___ ~ __~ ___J~~__J~mt_________________ 58 ~(~:___ ~~______~____ !I~___J~~~~_____~~~~~_______ :s~~a) ig ~_:____~~__J~___~~~~______ 0.64 0.10 0.74 C \.pU 1 II LC6 Software by TJI<M TranspOrtation Consultants Condition: pn 1998 dh59 era w/Sfwy no w41 10 Base Lanes 04/22100 INT.ERSEX::1'ICl'[ 903 Foothill Rd,/I-580 E8 Off E'LEI\SI\NICN ~~-~~~=-----------------_!-~---------------~=~-~-------------- . TJKM ME1'Im ~ TllRU LEFT ---------- .5 I i1 I 0 I <--- V ---> I Split? N LEFT 945 --- 2,0 1,9 2,0 0,0 0,0 --- 0 RIGBT TBIID 0 ---> 0,0 (00. OF IJINES) 0,0<--- 0 TBIID ~~~ RIGHI 864 --r 2.8 <~~~ 3...0 ~~~> 0,0 r- 0 LEFT ! 2J5 195 v LEFT 'I'ERIJ RIGHT Split? N 8mEEl' NPME: Foothill Rd, .;;, I:.~ ,:';r II N W+E S SIG WARRllNTS; Urb=Y, RUr-Y . ___~____~___~__~~~___RXfI~____~_____ ~__~if~:____~~_______~~~_______~~~____~~~~~_____~~~~~~_______ SB ~ (f1}) ~r ~I ~Z~ U~~~ ------------------------------------------------------------------------ E8 RIGHT (R) 864 484 .. 2970 0,1630 ____~__i~l______~~e________~?_______~~~_____~~~~~_____~~~~~~_______ ~ITY RATIO FCR THE INTIRSEcrICN: 0,73 - ~: 8:~g LEVEL OF SERVICE: D * ADJUSTED FCR RIGHT TURN CN RED IN1'=-IO-BASE. INT. WL=98ANBART ,EM\rt98Dll59, EM\7 ,CAP=IO-1\MB1, TAB --.~ ...." III .. .;i. Iii .. lIIIii 41 LC6 Software by TJI<M Transportation Consultants Condition: pn 1998 dg59 e+a w/Sfwy wi wlp 00 Base Lanes 04/22{00 ~~CN 903 Foothill ~~-S80 EB Off Peak~ ------------------------------------------------------------------------ TJI<M ME:IH:O RIGHI TBIID LEFT 59i 12t8 I 0 . <--- v ---> I Split? N 1,9 Z,O 0,0 0,0 --- 0 RIGBT SmEEl' lW'E: (N), OF LANES) 0,0<--- 0 TBIID 1-580 EB Off <0,0 3.0 ~~~> 0,0 r- 0 LEFr j Jo j~ Split: N S!REET NAME: Foothill Rd. ___~____~~__~___~~~____;jA~____~~7~______ ~__~ifl~___ Z~_____2~~__JID___JJ~~_____~~4160 _____ ~__~i~~____~!~______~~_______~~____ g:~~__________________ ~__~i~) ____~~_______~~_:_____~~~_____~~~~~_____~~~~_______ . .~ .., . LEFT TERU RI<E . I 945 --- 2,0 o ---> 0,0 853 --j 2.8 v SIG WARRANTS: th:b=y. Rur=Y .. N W+E S III 11II $1 " -~1l . 0.73 0.10 0,83 D . . iii . ULo'L n "'..j t i - . . t n L PLEASANT ON LEVEL OF SERVICE WORKSHEETS: EXISTING + APPROVED + PROJECT r r i n . :s Software by TJKM Transpn:tatJ,on Consultants ~tion: an 98 clhBti ~. no wlp 98 Bs Ln 09/21/00 ~ LrERSFX:;rJ:(l{ 302 Foothill Rd.fDublin ~ eakPLE!\SAN'l'CN '~t Date Time P Hour ~.. ,---------------------------------------------------------------------- ~}:~~ ^ RI,'f ~ A f1""" I <:--- v ---> I Split? Y .... 211 - 2,1 1.9 3.0 2,0 2,5 -- 230 RIGB'l' ~. JBu85 ;,...;.> 2.1 (N:), OF LANES) 1.0<--- 12 THRlJ ~ ~ J:llGHT 167 I 1.0 <:~~ 3A1 !.:!> 1.0 r- 8 LEIT n~ E v l Ja J&1r Split: N SItl~Y STREET lW1E: Foothill Rd. r,-~-- cwt~_~---~~--~~---~~----- ",B V (.\J}) 7~2 7~2 s~58 gO j~~ LEFT (t~ 76 76 2970 ,0256 T + R 753 5100 0,1476 0,1476 ------------------------------------------------------------------------ 11M --i-_-2H~-~~~~- T+ L 296 4765 ~ 0,0621 f. .m- _ (~)----2~---------~*---~~~g---o8~889r---~~~;~----- L.J LEFr (L) 8 8 1650 ,0048 \ULtM:-ro-<:At'P.CITY RATI!~O FCR THE m~TICt'l: 0,59 ~ i"(RLC6T: 0,10 'ID1'AL 'lOL~-'ro-CAP. TY 0: 0 69 ~, .. IN'mSELTICN LEVEL OF smvICE: ~ . ~.ii1},~~~,~~ r: i:.tcs Software by TJKM Transportation Consultants Condition: an 98 clgM ~ w/ wlp 98 Bs Ln 09/21/00 E~CN 302 Foothill ~~1Jn.~ . Peak~ i~~:--i;r ~ --:-----~--- I <:-- V ---> l S~t? Y r;LEIT 211 --- 2.1 H 1.9 .3.0 2.0 2,5 --- 230 RIGHT S1REET lW1E: i ,TIlRlJ 85 ~> ~.li (00. .OFLANES) 1.0<--- 12 THRlJ Dublin Canyon .... RIGHT 167 --1 1.0 2..:~. 3Al !:.!> 1.0 r- 8 LEFT v ! ~ I v u:w ~ RIafu Split? N S'IREE'I lW1E: Foothill Bd, ___~__ ~ _~---~P.CI!!----~!9----5ZE------ NB fi~) 6~ 6~ !~~8 8 j~~l ~Rff~ 76 7~9 ~68 8j~ 0.1465 ------------------------------------------------------------------------ :__" ~rr___!~~_______~~____~~____ 8:rJ3 ----~.:~~------ EB RIGHT W 167 87 * 1650 ~ 0.0527 !Wi ~d 2iI J1 ~H8 8:8~ 0.0678 T + L 296 4765 0,0621 ------------------------------------------------------------------------ ~ * f'~ 8:8898 0,0070 8 1650 0,0048 RATI!O FCR THE IN'mSELTICll: 0.59 '[YEr.J..aol !JME:: 0.10 ~~9: 0., * ADJUSTED FCR RIGal' TURN Of Rl'D S sm:IAL ~ APH.IED INl'=98BllSE. IN! , VOL=98AWBART ,H.-'N+9aroBA.PM1 ,CAP=98AMEM. TAB rW~E . S i : SIG WARRANTS: Urb=Y, &=Y t L " t..of.t?3 LCS SoftWare by TJKM rrarisportation Consultants Condition: p:n 98 dhBA ~BAR:rALL no wlp 98 Bs Ln 09/21/00 ~eEOf 302 Foothill ~~lin Canyon Peak ~ ------------------------------------------------------------------------ TJKM MB'lKD --------- A RI; ~ ~ ^ I <:--- v ---> I Split? Y LEIT 300 -- 2,1 1.9 3,0 2,0 2,5 -- U12 RIGHT TIlRlJ 38 ---> 2,1 (N:), OF LANES) 1.0<--- 65 TIlRlJ ~ ~ RIGHT 281 --I 1. 0 <:~.:~ 3...1 !.:!> 1. 0 f- 90 LEIT v lJ 13b 116 v LEIT THRlJ RIGB'l' Split? N S1REET NAME: Foothill Rd. N W+E S SIG WARRANTS: U:di=Y. RUr=Y ___~--~---~---~!!!----i}!i9----~~------ NB RICEr~) 16 16 1650 0.0097 ___~~~_____~!~_______~l~~_______~~~_____~~~~_____Q~~~~___---- SB _~} 1~~@ 1~ 3I~ 8:~r~ ___~_1~1______~~~_______~~_______~~~Q_____~.:!~~_____~.:!~~___---- ~~ 2g~ * ~918 ~ 8:M~~ 0,1218 300 ~gg 27~g ~ 8:8~8~ ------------------------------------------------------------------------ 623 * 2970 0,2098 0,2098 65 1725 0,0377 90 1650 0,0545 RR~ J:N'l'ERS&;'llCN: 0,80 ~:ro:' 0,07 CE9: O,8b ~.M,~~m+9~.~~APR.IED LC6 Software by TJKM Transportation Consultants Condition: p:n 98 dgBA ~BARTALL w/ wlp 98 Bs Ln 09/21fOO nr~CN 302 Foothill Rd,IDublin Canyon PLF.ASAN!CN Count Date . T:une Peak-HOur ------------------------------------------------------------------------ TJKM MB'lKD RIGHT TIlRlI I..EF! -------- A 16110f r ^ I <:--- v ---> I Split? Y LEFT 300 --- 2,1 1.9 3,0 2.0 2,5 --- 1211 RIGal' STREE:T WME: THRlJ 38 --> 2,1 (00. OF LANES) 1.0<--- 65 TIlRlJ Dublin Canyon RIGHT 281 --1 1.0 <:~~ 3Al ~.:~> 1.0 r- 86 LEIT v i I I v r.ID ~RI~ Split? N STREET lW1E: Foothill Rd. _~ ~____~__~--~~TY-- Jf!..9___5Z~_____ NB _ .~} 13~ d~ 3~~ g'Sg~? ~R~L} 145 J~~ gI68 8]~~~ 0.2702 ------------------------------------------------------------------------ :__~l[____=~_____=~~_____~~___JJg~I___~.:~~~____ EB RIGHT ~R} 281 201 * 1650 I 0.1218 0,1218 f1Jll ~d 358 358 ~II8 8:8~5 T + L 338 4765 0.0709 ------------------------------------------------------------------------ 12g5 ,; * ~~ 8:~~9t 0,2101 86 86 1650 0.0521 m~m mrmsEX:IICN: 8:89 -~~~9: o,8iS * lIDJUS'1E2 FeR RIGHT TURN CN BID S SP&:IAL ADJUSnflIT APR.IED INr=98BASE. mr. VOL=98AWBARI .:EMl+98llGM.EMV ,~, TAB N W+E S SIG WARRANTS: Urb=Y. Rur=Y LCS Software by TJKM Transportation Consultants Conditicn: pn 98 dhBA FhBytBARTALL DO. w1p 10 Bs Ln 09/21/00 ~CN 302 Footiti.ll ~4eDublin Canyon Peak ~ ------------------------------------------------------------------------ TJIIM ME:1'fm --------- ^ RI1l if , <-- v ---> LEFT 211 --- 3,1 1,9 3.0 2,0 :rnRU 85 ---> 1.1 (00. OF LANES) RIGHT 167 -I 1.0 <~~ 4...1 ~!> v 7l 7b4 149 LEFT :rnRU RIGHT Split? N STREET lW1E: Foothill Rd, --~--~~--~ -~~~----~~____5~______ NB RIGHT~) 49 49 1650 0.0297 lWi fd 79~ 79~ ~~ 8: b~~ T + R 753 6825 0.1103 0,1103 ------------------------------------------------------------------------ ~--~1t1~____!~~_______!~~______~~_____~~~~i~_____Q~368Q_______ 1~~ H~ " fg33 8: 8sE 211 ~ si8S ~ 8:8~M 0.0580 ------------------------------------------------------------------------ 230 0 " 2970 0.0000 ~ ~ 1~3& 8:884~ 20 1650 0,0121 W~E S ^ 2,5 L~~o YRIc:aT 1,1<--- 12 THRIJ ~ ~ 1,1 r- 8 LEFT v SItI~Y E8 ~ ~ft) WE If ~B) T+L 0.0121 gj@ O,6~ LCS Software by TJKM Transportaticn Consultants Condition: pn 98 dgBA FhBytBARTALL wI wIp 10 Bs Ln 09/21/00 ~UCN 302 Foothill ~&IDlin Canyon Peak~ ------------------------------------------------------------------------ TJIIM !-E1B:O RIGHT 11lRtJ LEFT 18t r 1193 <--- v ---> 1.9 3.0 2.0 00. OF LANES) 2,0 4...1 1.1 1,1 1-- <-~I sl f:> v LEFT 11lRtJ RIc:aT Split? N STREET lW1E: Foothill Rd, ---~----~-~---~~g___~2___~~_____ NB fi(L~) ~~ ~ ~~ 8:q5r1 LEFT ( > 76 76 292570 0,0256 T +R 747 68 0,1095 0,1095 ------------------------------------------------------------------------ :-~ID~_J~____!_~ ____~L__J~~~it____~~3680______ EB RIc:aT~) 167 87 " 1650 0,0527 ---~~~----~~----___~t_____~I~ l_~J~j____2~2~_____ WE _~) ~L LEFT TERlJ RIGBT A I 211 -- 3.1 85 ---> 1.1 167 -I 1.0 v A I Spl4t? Y 2.5 --- 230 RIG!lT STREET N/IME: 1.1<-- 12:rnRU Dublin Canyon 8 LEFT N W+E S SIG WAARANTS: Urb=Y, Rur=Y 23~ 8 ~g~ 8:889g lrs8 g:8~~ mE mIERSEl:TICN: 0.0121 0,55 0.10 0.65 B WLt>t.! LCS Software by TJKM Transportation Consultants Condition: pn 98 dhBA FhBytBARTALL no w1p 10 Bs Ln 09/21/00 INIERSEx:.'TICN 302 Foothill Rd, /Dublin Canyon PU'.ASAN1'CN ~_~~______________ T~___________~ak_Hour TJIIM ME:1'fm RIG!lT 11lRtJ ~ -- --------------- ----------- ^ lSf lOr I A I <--- v --> ! Split? Y LEFT 300 --- 3.1 1,9 3.0 2.0 2.5 --- 1212 RIG!lT 11lRtJ 38 ---> 1.1 (00, OF LANES) 1.1<--- 65 TBRlJ = ~6n RIGBT 281 --I 1.0 <~Q 4...1 ~~!> 1.1 1-- 90 LEFT v IJ 13lo 116 v LEFT TBRlJ RIGHT Split? N STREET lW1E: Foothill Rd. ---~---~---~-~~---~~- ~~ NB Iff~) li22 li2g is~~ 8:~g~ ---------------- T + R 1396 6825 0:2d2~ 0,2045 ss--~-~)-~~~~ ---~~~-------!r~~-----O~O~~-------------- ----~1~1------~~--------~~_______~z2_____~~~~~____2,!983 E8 _ ~> 2~~ 2ga " l~ 8, ~H 0 ~ IDS------- ---~~~~~-----_:~~------~~~-------~~~-~--~~~~~----- - WB RIc:aT g.> 1212 623 * 2970 0,2098 0~2098----- tm ~d ~ij ~ t~3& o,o~~ T + L 155 1650 8:8939 ~~~~~ICN: 0.78 llH~;ks}Ffi~f(~{F~9: 8:~~ * AOJUS'IED F1:R RIGHT TURN CN RED $ SPEcrAL .ADJUS1MENT APPLIED lNl'=-EO-BASE ' !NT, \tJL=98ANBlIR1' ,.EMV+98DIlBA,IMV, CAP=ro-llMfM. TAB . . . N W+E S SIG~, Urb=Y--,-Riir-Y .. .. 11II III III .. LCS Software by TJIIM Transportation Consultants Condition: pn 98 dgBA ElIwSy+BI\RTALL wI NIp ro Bs Ln 09/21/00 INTFllSECIICN 302 Foothill Rd, /Dublin Canyon PLEASAN'ICN Count. Date Tl1IlB . Peak Hour TJKMi~-------_:RiG8T-IBRU-LEFT-------------------------------- Ii 10f2 f87 A <--- v --> I Split? Y 1.9 3.0 2,0 2,5 --- 1211 RIG!lT (00. OF LANES) 1,1<--- 65 TBRU ~ ~ <~~2 4,,1 !~!> 1.1 r- 86 LEFT ~ ~ J~ SPlit: N STREET NJlM:: Foothill Rd, --~--~~---~---~- ~2___~~ ::--~~~~----~~!!------~~li---____~_____~li~!~____~~~Q~~_______ SB RIGHT J.R) 160 160 1725 0,0928 'fWf ~d 19~~ 1~~ ~5ij 8j31~ 0.1976 EB-RiG!lT-g.)-----28i--------20i-;-----i65o-----o~i2i8-----0~i2i8----- ____~;~:~______~~________~~~______~igg ~___~~~~~__________________ WE mrr~~) 12~! ,~ " ~~8 8:fi!Bl 0,2101 WL L 86 ~~ fg3& 8:8~~ \U.tMFHO-CAPACI'lY RATIO RR mE IN'rERS&:TICN: 0.73 Ln~~~: , 8:~ ~~~~ar&.~~ iII1 iii LEFT 1ERU RIGHT ^ ! 300 --- 3.1 38 ---> 1,1 281 --I 1,0 v Ii N W+E S SIG \'lARRANTS: Urb=Y, Rur-Y .~ . .. IlIIi .... IlIIi . . r---- -" fl ., ., LCS Software by TJKM Transport.a.tion Coosultants Condition: an 98 clhBA ~BAR:rAU. no wlp 98 Bs Ln 09/21/00 r nU':~1J.C1'l' 304 Foothill Rd./Stoneridge Dr ak:J?LE'JlSAN'l'C ~Da~__~___Time __________~~_ ~_____ !~-~ A RI1 ~ rs I <--- v ---> 4 - 1.0 1.1 2.1 2.0 25 ---> 1.1 (N:>.OF LANES) 2 --I 1.1 1.0 3..1 1.1 v <-1 J4 I::> LEFT TI3RLl RIGHT Split? N STREET Nl!ME: Focithi11 Rd. ___~___~__~__~~____BXfIo ~~_____ NB RIGHT~' 76 76 1650 0,0461 fwt fd 54~ 54~ rggg 8: a8~b T + R 620 5100 0,1216 0.1216 ------------------------------------------------------------------------ I- SB (fJ) 36~ 3~ !~~ 8:~8,.~ t ( ) 315 ~~ ~~g 8:t8g~ 0.1061 ~..i------------------------------------------------------------------------ , 'rJ3 If fE) 4 4 li~ 8:8~ T + R 27 1650 0.0164 0,0164 F"lWB-------~,-----3Ii-----~-;-----~~----8~g~8--------------- ~) fB 94 94 1650 0.0570 0,0570 o INTERSEX:'l'ICN: 8: l8 0,40 A f1LEFT t~ TI3RLl RIGHT A 2,51~p~H NRIGHT 1, (}<:-12 T8RlJ ~~i~ilr 1. 0 i- 94 LEFT SIIj~y W~E S - ~ .. ,* ADJUSTED FeR RIGHT TURN ctl RED , INT=98IlIlSE:. INT, \U.=98ANBART ,.I\MIH-98DBBA,PMI,CAF=9!W1EM, TAB r I.LCS Software by TJKM Transportation Coosultants '..'Condit.ion: an 98 clgBA ~ wrwlp 98 Bs Ln 09/21/00 miitfff~ctl 304 Foothill ~~toneridge Dr Peak ~ ~-----~-----------~-------------~----------------------- . TJKM ME'J.'Bl) RIGHT THRI1 LEFT j3j6r A <--- v ---> I Split? N 1.1 2.1 2.0 2.5 --- 377 RIGHT STREET ~: 5N:>'<:1F!~) 1. (}<:--- 9 T8RlJ Stonericlge Dr <!~~. 3..1 1.1> 1,0 1-- 71 iEFr J ~~ Split: N STREET Nl!ME: Foothill Rd, __~_~_ ~ ~~_~9___57gar.___ ~ _~~) ~8 ~ ~~88 8j~~~ [LJ~:rR L _____~_______~______J!~__~J~!t____~~!116 ____ SB RIGHT~) 33~ 33~ ~~~ 0:8018 ~ fd 314 314 2970 8.1~ 0.1057 (1___!..!..~________-~~~----2~.~-~~!~~--~----__- L}:B _ (~) 2~ 2~ m8 8 :8ili WR(L) 4 2' i~ 8:8~g~ 0,0164 ------------------------------------------------------------------------ -'~ RIGHT fR) 377 63 .,. 2970 0,0212 e. fWf fB 7~ 7~ l~~ 8:82~~ ~, -TO-CAPACI1Y ~9,..'P THI} m~uctl: - ~'. CN CF SERVICE: E. ADJUSTED FeR RIGHT TUAActlRID ... . - .. ..... .. . f~' IN!. VCL---eaAWBAKr .PMI+98OOBA.PMV ,CAP=98/IMEt<1. TAB r= ItuGHT A 4..J 1,0 25 --> 1.1 2;';":1 1,1 v SIG WARRANTS: UIb=Y, Rur-=Y N _W+E . S 0,0430 0.28 g.10 .38 A n /..t;(o~ lCS Software by TJEM Transportation Consultants Condition: pn 98 dhBA EAwSy+BARTAtL no wlp 98 Bs Ln 09/21/00 ~ 304 Foothill Rd,/St.oneridge Dr PLEllSANJ.tN Count Date Time Peak Hour ~~ ~i~~-~-- RI1-~-1f---~------------- I <--- v --> I Split? N 2 --- 1,0 1.1 2.1 2.0 2,5 -- 562.RIG8T 22 ---> 1,1 (N:>, OF LANES) 1. (}<:--- 34 THRJJ ~~J:!rk 3 --I 1,1 <~~~ 3..1 ~~!> 1.0 r- 134 LEFT v l 3b 165 v LEFT TI3RLl RIGHT Split? N STREET ~: Foothill Rd, _~____~~_~___~~~____~O __~~~_____ NB RIGHT If) 65 65 1650 0,0394 ____~~~_____~:~________~_______~!~~____~~~~~_____~~~030_______ SB ~~LCR~) 10 10 1650 0,0061 ,"UNJ T> 813 813 3375 0.2409 WR 444 a~ ~~~g 8J~~a 0.2439 ------------------------------------------------------------------------ EB RIGHT t) J 3 1650 0,0018 ----~~~~________~________~_______~~_____~i~~___~~~_______ WB RIGHT CR) 562 1184 ." 2S7250 8,0397 ~ ~B 1~~ J4 . 1~50 0:8m. -~~~ INTERSEX:'l'ICN: ~~RAeE?: LEFT THRJJ RIGHT W~E S SIG WARRANTS. Url:i=Y, ~y 0.0812 0.34 0.10 0,41 LCS Software by TJEM Transportation Consultants Condition: pn 98 clgBA EAwSy+BARTAtL wI wlp 98 Bs Ln 09/21/00 :INTI:llSEl:TICN 304 Foothill Rd, /Stanericlge Dr PLEI\SAN'l'CfI Count Date TJJDe Peak Hour -------------------------------------------------.---------------------- TJlIM ME'lB:l) RIGHT THRI1 LEFT 1, T r9 <-- v ---> 1,1 2,1 2,0 (00. OF lJINES) 1. (}<:--- 2~23:1 !~!~ l.oy.. J ~ J~ Split: N SIREET Nl!ME: Foothill Rd, _______________~~____~__~~__ ~____5z~____ 3~g 3~g 3~5g 8'8~ 14 14 1650 0:0085 401 5100 0.0786 ------------------------------------------------------------------------ 7'~ 7'~ 1650 0.0061 439 439 ~~5' 8:H1~ ____________________________-Z~_______~~~_____~.2323____~~_______ ~ ..1 ig38 8: 8~~ 2 :& ig38 8:8~fl 0,0145 ------------------------------------------------------------------------ WB 562 2S70 0.0414 ~ l~ 8:8~6 LEFT THRJJ RIGHT . ~ 2 _-1 1. 0 22 ---> 1,1 2...... 1:1 ~ SIG WARRANTS: 11rb=Y, Rur-=Y 2,5 L~P~M NRIc:m SIREET NllME: 26 T8RU Stonericlge Dr OOLEIT N W+E S 0,0085 0.0600 0,32 8,10 ,42 A IN~J:.Lctl: 1.03 SoftW<lre by TM1 Transportation Calsultants Condition: an 98 dhBA ~ no w1;p 98 Bs In 09/21/00 ~~CN 313 Hopyard Rdt~tcneridge Dr Peak ~ ------------------------------------------------------------------------ !~-~ A RI'1f5 A I <-- v --> I Split? N LEFT 124 -- 2,0 1,9 3.0 2,0 1,9 --- 101 RIGHT THRU 1415 ---> 2,0 (N:>. CF LANES) 3.0<-- 860 THRU ~~h~~r RICE' 533 -1 2,0 <~:.~ 3....0 1,9> 2,0 r- 25 LEFT 73! Jo 182 v LEFT THRl1 RIGHT Split? N STREET N!IME:: Hopyard Rd, ---~--~--~_~~_~.E___5ZE______ :Ji~~lIT~_J~t____~,__~~~____ 8:~~L___~~~~~_______ :J!tlIT~_~~____~~___]f~__ 8:!~t___~=~~=_______ :__~lIT~__=~_____=Mt~___j~~___JJ!~L___~~410=______ WB RIGHT~) 101 1725 0.0586 aw ~d ~ ~5a 8:68g~ 0,0064 INTERSa1'Irn: 0,77 8:gg D W~E S SI~y 1.03 Software by TM1 TranspJrtatien Consultants Condition: em 98 dgBA F.AwSylBAR1'AU. w/ wlp 98 Bs In 09/21/00 INTERSEI::1'ICN 313 Hopyard Rdt,Staneridge Dr ak PL.EASAN'l'CN Count Date :una Pe Hour ------------------------------------------------------------------------ TM1 ME1B:D RIGHT THRU LEFT i i8 ro A <:--- V ---> I Sp4t? N 1.9 3.0 2,0 1.9 --- 100 RIGHT STREET NAME: (N). CF LANES) 3,0<--- 829 THRl1 Stoneridge Dr <:~:.~ 3AO ~.:~> 2.0 r- 28 LEFT . 9' 319 I 4- v rM4 ~ ~ Split? N STREET NilI'€: Hopyard Rd, --~---~--~__~~___~9___~r~____ :__IL1t1~___;________r~_____ ~~_____~Ji{__~!~~____ sa mr(~) 3~ 3~ 3i~ 8:8~~ 0.0672 LEFT (L) 300 300 2970 0,1010 ------------------------------------------------------------------------ :__1f1tl~ l~~_______=:~_:__j2t___l~~~~ __~~~::_____ ~8 3i~ gj~~ 28 2970 0.0094 INTERSB::TICN: A LEFT 97 _1 2.0 T8RU 1330 ---> 2,0 RIGHT 197 --I 2,0 v N W+E S SIG WARRANTS' Urb=Y. ~y 0,0094 8:~ 0.73 C La5 SoftW<lre by TM1 Transportation Consultants Condition: po 96 dhBA ~ no w1;p 98 Bs In . 09/21/00 ~CN 313 Hopyard Rdt~toneridge Dr Peak ~ ------------------------------------------------------------------------ TM1 MF:l'lm RI1 THRl1 LEFT ---------- A 7t8 127 A I <:--- v --> I Slili.t? N LEFT 428 --- 2.0 1.9 3,0 2,0 1,9 ~.202 RIGHT THRIJ 1579 ---> 2,0 (N:), OF LANES) 3.0<-- 11.54 THRl1 ~=i~Or RIGHT 692 --I 2,0 <:~.:~ 3...0 ~.:~> 2.0 r- 182 LEFT W~E. v 761 8t 176 v SItl~y S LEFT THRU RIGHT Split? N STREET NAME: Hopyard Rd, ___~___~~__~___~PCITl _~__~ _____ NB RI~GHT~B) 76 1725 0.0441 804 51750 8..15564 765 297 257 0.2576 ------------------------------------------------------------------------ ::__~iti~_______________~~~_______~~~a _______________~~=:~~_______ :__~t1~_______________~~_:_____~~________________~~~:~~_______ WB If ~B) ~~~ 0,0613 0,92 8:~ 1.03 Software by TM1 Transportation Consultants Condition: po 98 clgBA EAwSytBARIALL w/ wlp 98 Bs In 09/21/00 INTERSEI::1'ICN 313 Hopyard Rdt,Stoneridge Dr Peak. PI..EASAN'l'CN Count Dat.e J11Ie Hour . ------------------------------------------------------------------------ TM1 ME'lRD RIGHT THRIJ LEFT 14j j1 r A <:--- v ---> I Split? N 1,9 3.0 2,0 1,9 --- 199 RIGHT STREET NAME: (N). CF LANES) 3.0<--- 1076 TBRIJ Staneridge Dr <:~.:~ 3AO ~.:~> 2.0 r- 211 LEFT - I 41 181 v rm ~ RIGHT Split? N STREET NAME: Hopyard Rd. --~____~___~ __~~____~____~!t~______ NB _(~) 4~~ 4~~ ~I~ g:g~g LEFT (L) 525 525 2970 0.1768 0.1768 ------------------------------------------------------------------------ :__![i~~__J!t_______~t_____~~__j~~~r _~~~~~_____ " 1;>'14 ~_![1~~____1~______=~~_:__ ~~ ___l~~~t____~~~~~______ III 1fi~ 211 A I LEFT 415 --- 2,0 THRl1 1405 --> 2.0 RIGHT 355 --I 2,0 v N W~E /.pl..o~ . . .. . lIIIi . iii . ,~ .. .. . .. SIG WARRANTS: Urb=Y. Rur-Y .. . 0.0710 0,76 0,06 0,86 D II 'III. . . r::-""l . t t I.CS Sofb-lare by TJKM Transp:>rtation Consultants Condition: Ell! 98 dhBA ~BARIALL nOwlp 13:) t-1i.tIn 09/21/00 r ~ 313 Hcpyal:d :Rd.tlStaleridge Dr . . .. PI.FA':iAN'lm ~ . ~ ~~___________~___________~eak ~ ________ . !~~ ^ RI~~r.m ^ n I <_J t L_> I Split? N LEFT 124 --- 2.0 1.9 3,0 2.0 1.9 --- 101 RIGHT t JTBRU 1415 --> 3,1 (00, OF LANES) 3,0<-- 860 TBRU ~=i~Dr RICEr 533 --I 2.1 <~~ 3..0 !.:.~> 2,0 1- 25 LEFT rW~E v 73! Jo 182 v SI%~y S LEFT TBRU RIGHT Split? N S'lREET NtM:: Hopyaxd :Rd., ___~__~___~__~~___~O _~~____ NB iif~B) ~~ ,~g ~ij 8:mi 0,2468 ------------------------------------------------------------------------ SB RIGHT~) 97 97 1725 0.0562 r twt ~d ~~ ~~ ~~5 8 :18~5 0,1009 ,.. -------------------.,.-------.,.--------------------------------- . EB ~(r,.) l~r~ .. li~ * ~68 80:~~ LEET (L) 124 124 2970 .0418 T + R 1868 6420 0.2910 0,2910 ------------------------------------------------------------------------ n. i WB _(r,.) ~gfi ~A 3i,~ 8j~~ .' LEFT (L) 25 25 2970 0.0084 0,0084 .< R onn::, Ifu:J:&SFx:TIOO: 0, 65 TIME: 0.10 0: O,7e r- "."- I.CS Sofb9are by TJKM Transportation Consultants Condition: Ell! 98 dgBA ~wl wlp BO Mit In 09/21/00 L~tf?i 313 Hcpyal:d :Rd.T~eridge Dr Peak ~ ------------------------------------------------------------------------ TJl<M METBD RIGHT TIlRlJ LEFT , 3t8 iOO ^ <--- v --> I Sp4t? N 1,9 3.0 2.0 1,9 --- 100 RICEr STREEr NtM:. (00, OF LANES) 3,0<--- 829 TIlRlJ Stoneridge Dr <~.:.2 3..0 !.:.~> 2.0 r- 28 LEFT ~ ~~ Split: N STREET NAME: Hopyaxd Rd, ___~___~ ~ ~~__~2__ aur~______ ~ ~~fi~_~~_______~______~~~~____~~~~_____2.:.~~______ sa EI(r,.) 3~ 3~ ~H~ 8:8~~ 0,0672 LEFT (L) 300 300 2970 0.1010 ------------~~~-----~~6 ;----~~8-----8:~~----~~~~~------- 97 14~~ ~~~8 8:~ ------------------------------------------------------------------------ WB 1725 0,0580 ~~~a 8:A82* 00: ^ LEFT 97 __1 2,0 TERIJ 1330 ---> 3.1 RIGlT 197 --T 2.1 v SIG WARRlINTS: Urb=Y, Rur=Y r-W~E , S r r' r 0.0094 0,50 8:~ A r: ~~J 1m Software by TJl<M Transp:>rtation Consultants Condition: po 9B dhBA EAwSy+BARtAU. rio"wlp :00 Mit In 09/21/00 ~oo 313 Bopyard :Rd.T~toneridge Dr Peak ~ ------------------------------------------------------------------------ TJl<M ME:IB:O ___________ ^ RI~ ~ ~ ^ I <--- v ---> I SplJV N LEFT 428 --- 2,0 1,9 3,0 2.0 1,9 -- ~i RICEr STREET NAME' THRU 1579 --> 3,1 (00, OF LANES) 3,0<--- 1154 TERIJ Stoneridge Dr RIGHT 692 -I 2,1 <~.:.2 3.0.0 !.:.~> 2.0 r- 182 LEIT W ~ E v 761 8L 176 v S LEFT 1'HRU RIGHT Split? N STREEr NAME: Hopyard Rd, ---~---~-- ~---~~!!_---~--~~----- NB RIGHT J,R) 76 76 1725 0.0441 fB!i {d 9g~ 9g~ ~~~a 8:~re 0.2576 ------------------------------------------------------------------------ ~__~~ti~_____~~~________~~~_______~~~____~~~~~____~~=:~~------- 692 612 * 2970 0,2061 1~~ ~~ ~98 g:12~ 2191 6420 0.3413 0.3413 ------------------------------------------------------------------------ 202 1725 0.1171 1154 5175 0,2230 182 2970 0,0613 RA~TN IN'l'E!lSr):TIOO: ~~9: SI\J~y 0,0613 8:S9 0,86 1m Sofb-lare by TJEM Transportation Consultants Condition: po 98 dgBA ~ w/ wlp 13:) MitIn OS/21/00 ~~oo 313 Hopyard RClt1ietaneridge Dr Peak ~ ------------------------------------------------------------------------ TJEM METBD RIGllT THRU LEFT 14i 11 i27 ^ <--- v ---> I Split? N 1,9 3,0 2,0 1.9 --- 199 RIGllT STREET ~: (00, OF LANES) 3.0<--- 1076 TERIJ Stc:neridge Dr <~2 3.0.0 !.:.~> 2,0 r- 211 LEFT . I J2 181 v r.m TBRlJ RIGHT Split? N STREET NAME: Hopyaxd :Rd., CRIGINAL .ADJUSTED . vIe auTICAL __~____~~_____~~__~~___~!2____Y.Lq,________ NB ~(~l) 4g~ 4g~ 3i~ 8:g~g LEFT (L 525 525 2970 0.1768 0.1768 ------------------------------------------------------------------------ SB ~(.w) ~~I ~~I !i~' 8:~~ 0,1277 LEIT (LS 327 327 2970 0,1101 ------------------------------------------------------------------------ EB ~ ft) 1~~ lt63 ... ~I68 8 :~~ LEFT+ R(L 415 1415 2970 0.1397 0,1397 T+: ( 680 6420 0,2617 ------------------------------------------------------------------------ WB RICEr~} lij~ 1ij~~ 17,3 O:~~~ 0,2079 aw ~d 211 211 ~o 8.0710 VClLtM:-'ltK:AP1\CITY RATIO FCR THE INTERSEx::TIOO: ~~~~: INTERSEX::TIOO LEVEL OF SERVICE: ~T~~ .~.EMIl.CAP=MI;..R1Et-l.TAB LEFT 415 --1 2,0 THRU 1405 --> 3,1 RIGllT 355 -1 2.1 v SIG WARRANTS: Urb=Y, Rur-Y N W~E 0,65 0,10 0.75 C I..CS Software by TJKM Transpo:rtat.i.on Consultants Condition: an 98 dhBA F.lM3y+BARTALL no wlp 98 Bs In 09/21/00 ~ 344 SpringdaleT~Stoneridge Dr Peak ~ ------------------------------------------------------------------------ TJKM ~ -------- A RIi r ~ I <-- v. ---> LEFT 60 --- 1,0 1,0 1,1 2,1 THRl1 387 --> 3.0 (00, OF LANES) RI<E 19 -1 1.0 <~.:~ 1...0 ~.:~> 1.0 r- v 71 J3 134 v LEFT THRU RI<E Split? Y STREET Nl!ME: Springdale Av _ ~____~__~___~~~_~j~____~E:______ NB RIGEr!'~) 134 54 " 1650 0.0327 fWf ~d 1,~ lH 1~35 8: 8~~~ 0.0655 ------------------------------------------------------------------------ SB RI<E~) 25 0 " 1650 0,0000 f'jJf ~d ~1 B ~~98 o. OO~ T + L 98 2970 8:g~30 0,0330 ------------------------------------------------------------------------ EB -LEFT (W 3~1 3~9g 8, g9~g (.L) 60 1650 0:0364 0,0364 ------------------------------------------------------------------------ WB -~ft) ~~i 8:~ 0,2242 ~R A I Split? N 1.1 -- 370 RIGEr!' 3,1<--- 453 THRl1 ~~Ji~Dr 78 LEFT W~E S SIG WARRlINTS: U.rb=Y, Bur=Y 0,36 0,10 0,46 A I..CS Sofbo/are by TJKM Transportation Consultants Condition: an 98 dgBA ~ wI wlp 98 Bs In 09/21/00 Th~rICN 344 Springdale ~v/Stoneridge Dr akPLEI'.SAN'ICN Count Date T.une Pe U Hour ------------------------------------------------------------------------ TJKM ~ RIGEr!' THRU LEFT I to 188 A <--- v ---> I Sp4t? N 1,0 1,1 2,1 1.1 --- 370 RIGHT STREET NAME: (00. OF LANES) 3.1<--- 428 THRl1 Stoneridge Dr <~.:.2 1...0 !.:~> 1.0 r- 69 LEFT ~ 71 13 195 v r.J4 ~ RIGEr!' Split? Y STREET Nl!ME: Springdale Av ___~____~___~___~~!!!____JA!2____~]~___ ~--~~) ----=~--------=~ :--------------~~~~~~-----~~~~::_------ f5 18 * 88 88 98 LEFT THRU RI<E A I 60 --- 1.0 346 ---> 3,0 19 --T 1,0 v SIG WARRlINTS: Urb=Y, Bur=Y N W~E SB _ (~) ~L(L) 0,0000 0,0061 0,0296 0.0330 0,0000 8:g~2 0,2242 0,0839 0,0418 0,0364 0,2242 0,0330 WB 0,36 0,10 0,46 A (.p1.J;<6 . I..CS Software by TJKM Transportation Consultants Condition: pn 98 dhBA F.lM3y+BARTALL no wlp 98 Bs In 09/21/00 ~CN 344 SpringdaleT~Stoneridge Dr Feak~ ------------------------------------------------------------------------ TJKM METBJ) RIGHT THRU LEFT lOt r i12 <--- v ---> 1.0 1.1 2,1 (00. OF LANES) <~.:~ 1...0 !.:~> 31 11 191 LEFT THRU RIGHT Split? Y STREET NAME: Springdale Av ---~----~---~-~~----~~----~~------ NB RI<E.g> 91 11 " 1650 0 . 0067 t.wt ~d ~t ~t t~35 8:8r~ 0,0354 ------------------------------------------------------------------------ SB RIGEr!'~) 101 21 " 1650 0.0127 t.wtT + L~d 6~ 6~ ~~8 0, ~5g3 695 2970 8:2346 0.2340 ------------------------------------------------------------------------ ~___~~_____~~!________~Z~_:_____i;~~_____~~~~~_____~.:2~~~_______ WB mfLEFT (L~) ~~1 ~~1 !~58 8:Po~ 0,2576 (t5 222 222 1650 0,1345 T + R 962 5100 0.1886 rm THE IN'l'ERSEX:TICN: RAT~: CE: ~,~,e~W+98DHBA.EM'l,~.TAB . LEFT THRU RIGHT 71 _J 1.0 445 ---> 3,0 56 ---I 1,0 v A 1,1 L~~~ NRI<E STREET NPMF:' 3,1<-- 537 THRU Stoneridge Dr 1,0 r- 222 LEFT v . SIG WARRANTS' U.rb=Y ,~y N W+E S . IB . . 0.57 8,10 ,67 B .. . I..CS Sofbo/are by TJIIM Transportation Consultants Condition: pn 98 dgBA EAwSy+BARTALL wI wlp 98 Bs In 09/21/00 IN'l'ERSEX:TICN 344 Springdale Av IStoneridge Dr .. H..E'.llSAN'l'C Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM ME'lKD RIGEr!' THRl1 LEFT 101 10 j19 A <--- v ---> I Split? N 1.0 1,1 2.1 1.1 --- 426 RIGHT STREET NAME:: (00, OF LANES) 3.1<--- 494 THRl1 Stonericlge Dr <!.:~ 1...0 ~.:~> 1,0 r- 190 LEFT J Jo J~ Split: Y STREET Nl!ME: Springdale Av ___~____~___~___~~____~~_ ~Z~______ NB mF(~) ~I 6~ " 19~ 8:8gg2 0,0354 LEFT (i5 31 31 1650 0.0188 ------------------------------------------------------------------------ SB L(~L)) 198 ~8 " ~38 8:8ffi ( ) 619 ~~~ ~~8 8:~~ 0.2320 ------------------------------------------------------------------------ ::__~~~1~__________________________~~~_____~~~!~_____~.:~~~~------- WB 1650 0,2582 0,2582 Isgg 8 j~ 920 5100 0.1804 rm THE J:N'lERSECTICN: TIM8: 0: . ,,--"---:~,~ III LEFT THRU RI<E A 71 _-1 1,0 387 --> 3.0 53 --T 1,0 v SIG WARRANTS: Urb=Y, Rw:=Y . N W+E S , -4 . . . 0,57 0.10 O,6~ .. . .. .. r r ' i .;:s So:fuolare by T.m-1 Transp:>rtatian Consultants ...<:..x1ditian: an 98 dhBA ~ no wlp 98 Bs Ln 09/21/00 '~CN 345 Stcneridg Mal/Staneridge Dr PLFA'ilIN'lOl , lUI1t Date Time Peak H= ~..---------------------------------------------------------------------- r-~~ ~ RIi1 ~ ~ I <--- v ---> I Split? N i fFT 42 -- 1.0 1.1 0.0 3.1 1.5 -- 1464 RIGHT < BRU 550 ---> 3,0 (00. OF LANES) 3.0<-- 783 THIID ~=i~ilr RIGHT 0 --I 0.0 0.0 0...0 0.0 0.0 T- 0 LEFT n~ E v .<--1 10 1-: v SItl~Y , S LEFT THIID RIGHT Split? N STREET lW'E: Stoneridg Mal rL~ ~_~---~- CJ\P~___ ~~____~~____ , c3 RIGHT~) 30 30 1650 0.0182 ... ~~~V+)L 278 ~6~ ~~ 8:89i~ 0,0718 ------------------------------------------------------------------------ f'".---:!!!. ~~-!!!!~!!!!--- ~'-~------- ~. TIlRU (T) 783 783 5175 0,1513 'PCITl RATIOrotTHJ::d~CN; 0.92 r . - . ~: . . 8:Bl b.~.lm.~Jms8DHBA,PMV.CAP=9BAMEM,TP.B ,.... ~. t ~ l:m Software by T.m-1 Transp:>rtation Consultants Condition: an 98 dgBA EMSytBART/IU. w/ wlp 98 Bs Ill' 09/21/00 ~~t~CN 345 Stoneridg ~StaiieiidgeD:r . Peak ~ I ----------------------------------------------------------------- [ :JI<M ME'1BD RIG8T THIID LEFT .. ------- ~ , 10 fO I <-- v ---> I Split? N 42 --- 1.0 1,1 0,0 3,1 1,5 --- 1464 RIGHT STREET lW'E: .470 -.....:;3,0 (00, OF LANES) 3,0<-- 750 TBRlJ Stoneridge Dr o -1 0.0 <~1 O( t:> 0.0 r~ 0 LEFT SI~y ~ TBRlJ RIGHT Split? N STREET lW'E: Staneridg Mal , MJVFMm ~ ~ ;;;cM'RXf!o au~7~ r----~--------------------------------------------------------------- ~ ~_~~~____~~______d~____~___J~~~_____2:2Z~_____ EB mf ~B 4Z~ 4Z~ IS~a 8:8~~ 0.0255 rWB-~~)---1~~------~38 *----~~~g--T~~r----o;82i8----- , mr IM:-TO-CAPPCI'IT.JlATIClJPLTHE mm<::il:CrICN: 0.92 ~~~u;m:,~,:m:ll': 0.01 ~-~~~9: 0" r ~ ~.g,~~,PMV.CAP:98AMEM,TP.B < ,r:: L RIGHT r-N ~~ + E r S e- i r r /r;~9 LCS Software by TJEM Transp:lrt.ation Consultants Condition: pc 98 clhBA ~ no wlp 98 Bs Ln 09/21/00 ~ 345 Stoneridg Mal/Staneridge Dr' :E'LF.ASI'lN'IC Count Date Time Peak H= ------------------------------------------------------------------------ TJI<M ME'lHD RI1 1 \f' c:::--- v ---> 1.1 0,0 3.1 (00, CF LANES) 0,0 0...0 0.0 <--I 10 r; LEFT TIlRU RIGHT Split? N S'ffiEE'l' NAME: Stoneridg Mal ___~____~~___~___~E___~!~___5ZE:____ SB mr~) 19~9 19~9 !~ 8.~61 T + R + L 2033 4290 0:~7~ 0,4739 E8i-THRU~(T)-----ii20-------ii2o-------5i75-----o;2i64----------------- ____~~~_______~Z_________~Z_______~~2____~:~~~_____~:2~~___---- WE _(~) IG~ 1~~ * 3i~ 8:~~6 0,2642 _~~X~CN: 8:~ ICN LEVEL OF SERVICE: D ~,Wf.e~~+98DHBA,EMl,Q\l>=9~.m ~ LEFT 27 __1 1.0 THIID 1120 --> 3,0 RIGHI 0 --- 0.0 t ~ 1.5 1~H:~ NRIGHT 3.0<--- 1092 TBRll ~~i~6r 0.0 1-- 0 LEFT v W~E S SIG WARRANrS: Urb=Y, Rw:=Y LCS Software by T.m-1 Transportation Consult.ants Condition: pc 98 cIgBA ~ w/ wlp 98 Bs lri 09/21/00 ~nCN 345 St.oneridg ~StOner:i.dge Dr Peak~ ------------------------------------------------------------------------ TJI<M M;;'IIO) RIG!lT TBRll LEFT 7i (i8 ~ <--- v ---> I Split? N 1.1 0.0 3,1 1,5 --- 1191 RIG!lT STREET NAME: (l'O, CF LANES) 3.0<-- 1018 THIID Stoneridge Dr <~:2 0...0 ~2> 0.0 r- 0 LEFT ! I I v LEF1' TIJRfi RIdh Split? N STREET NAME: Stoneridg Mal __~___~___~___~____~j2___5ZE:_____ SB mr fR) ~ l~g !~~8 O,046~ ____!_!-~!:~_______________~~~_______~~2____~!~~____~Z~___ EB ~ ~B 10~1 IS~G 8:a~~ 0,0164 ------------------------------------------------------------------------ WE 1650 0,2630 0,2630 5175 0,1967 IN~IICN: ~ LEF1' 27 __1 1,0 TBRlJ 1053 --> 3,0 RIGHI 0 --I 0,0 v SIG WARRANrS: Urb=Y, Rw:=Y N W+E S 0.76 0.09 O.sa l.CE Software by TJKM Transportation Consultants Condition: an 98 dhBA EAwSytBARTALL no wlp ro Mit In 09/21/00 ~~CN 345 Stonericlg ~Staneridge Dr Peak ~ ------------------------------------------------------------------------ TJKM ME'.lKD ------- A RI1 r fA I <--- v ---> LEFT 42 --- 1.0 1.1 0.0 3,1 TBRU 550 ---> 3,0 (N:). OF LANES) RIOO 0 --j 0.0 <~~ 0...0 ~.:~> v b!o I 0 LEFJ: TBRlJ RIcm Split? N STREET NAME: Stonericlg Mal W~E S A 1 9 1~pl!~ NRI,..".,. , =u. STREET NAME. 3,0<--- 783 THRlJ St:.Oilei:iclge Dr 0,0 r-- 0 LEFT v SIG WARRANTS: Urb=Y, RuPy ___~___~__ ~___~~_~~___ cxrr~_____ SB RIGHT~) 30 30 1650 0.0182 ~R +)L 278 ~~ 2~8 ~ 8:8~~ 0,0667 ------------------------------------------------------------------------ :~.Jl'lJfL_________=~______j~~~__.J:6~L__~.:025?____ l~rs ~1~ 8: ~~~ FCR~ INTERSEX;TICN: l.CE Software by TJKM Transportation Consultants Condition: em 98 dgEA ~ w/ wlp ro Mit In 09/21/00 ~ICN 345 Stonericlg ~Stoneridge Dr Peak ~ ------------------------------------------------------------------------ TJI<M ME'.lKD RIGHl' THRlJ LEFJ: , ,0 r _ <-- V --> 1 9 1~14'~? NRI"""" 1.1 0.0 3,1. "" =LL STREET NAME: (ro. OF LANES) 3.0<-- 750 THRlJ Stonericlge Dr <2.:2 0...0 2.:2> 0.0 T- 0 LEFT ! 10 I 0 v LEFJ: THRlJ RIGHl' Split? N STREET ME: Stonericlg Mal -- ~---~-~---~~!!_--~!~-- ~~-- ~_ ~:~~____~______jJ_______~~j_ gJ~~~___2.:Q~~____ ~_~_ffl___~~_______~~~_______~~___~~~~~___~.:~~~~______ 1464 1464 1725 0.8487 750 750 5175 0,1449 LEFT TBRU RIOO - 42 _J 1.0 470 ---> 3.0 o ---I 0.0 v SIG WARRANTS: Urb=Y, Rur=Y N W+E S 0.1449 ~T~ IN:I'ERSB:TICN: 8J8 CN-~ti'I~?: 0,31 * ADJIJSTID FCR RIOO TURN CN RID S SPH:IAL ADJlJS'IMENr Am.IED INT=-KrMrT.!NT, \Ul..=98AWBART .AM'fl-98OOBA../MV,CAP=MI:T-R1EM, TAB (PI 0 . l.CE Softw.3re by TJKM Transportation Consultants Condition: pn 98 dhBA EAwSy+BARl'lILL no w1p ro Mit In 09/21/00 ~JCN 345 Stonericlg ~Stanericlge Dr Peak ~ ------------------------------------------------------------------------ TJKM METBl) . RI1 r f' I <--- v --> LEFT 27 --- 1.0 1,1 0,0 3,1 TBRU 1120 ---> 3,0 (00, OF LANES) RIOO 0 -j 0.0 0,0 0...0 0,0 V <--r 10 r:> LEFT TBRlJ RIOO Split? N STREET NI\ME: Stanericlg Mal __~____~~__~___~PCI1Y _J~j/io ___5~_____ ~_ ~~~____:=~~______~~~_______2~_~_____________Q.:~~~_______ ~__~_1f1-_______________=:z~_______~~ ____________2.:2~~_______ WI! -d'~) 3H3 0,2110 0,67 8J9 C W~E S - I Split? N 1,9 --- 1189 RIGHI STREET NAME, 3.0<--- 1092 TBRU Staneridge Dr 0.0 r- 0 LEFT v . SItl~y . . . .. . IIfl .. ,'III u::s Software by TJI<M Transportation Consultants Condition: pn 98 dgBA EAwSy+BARTALL w/ wlp ro Mit In 09/21/00 ~~___:~_:~~:~~:~~~idg~_~__~=~~________ '1 T.n:M ME:.rB:D RIGHT THRlJ LEFT .. 7j (lj68 <--- v ---> 1,1 0,0 3,1 (00, OF LANES) 0,0 0...0 0,0 <--r lor:> LEFT TBRlJ RIOO Split? N STREET NAME: Stanericlg Mal ---~----~___~___~~__~!~__~!t~______ ~__~~~~~____=~_______~~_______~~~j___~~~~____~.:~~~~_______ rill ~_~_lfl__________________________!~~ ___~~~~_~~.:~~~~_______ __. WI! 1725 0.6904 ., 5175 0,1967 - LEFT 27 __1 1,0 lHRU 1053 ---> 3.0 RIGHT 0 --T 0,0 v - 1 9 L~PfiM 1\.Tr"COr , "'-'-=u STREET NAME: 3,0<-- 1018 TIlRIJ Stonericlge Dr 0,0 T-- 0 LEFT v .. N W+E S SIG WARRANTS: Urb=Y, Rur=Y .. 0.1967 \~ . .. . .. 11II -I LCS SoftwaJ:e by T.1I<:M Transportation Consultants Condition: po 98 dhBA Fh;Sy+BARTALL no wlp ro Bs In 09/21/00 Qf~1CN 346 1-680 SB/Stoneridge Dr H.F.lISAN1'CN ~~=------------------_!~--------------~~-~------------- rJIIM r-ma:::.o --------- A RI,1~ I <--- v ---> o --- 0,0 1,8 0.0 3.0 709 -'--:> 3,1 (N:>, OF LANES) 227 --I 1,4 <~.:.~ DAD ~.:.~> v ! 10 I 0 LEF'! '1'ERIJ RIGHT Split.? N STREET N!M:: I-680 SB r___~____~____~__~PCIl!___ FJlfio _~~ _____ tSB RIGHT ~) 929 540 * 1650 0.3273 L ~___~ (L) ____~~~_______~~~_______~~~.:.~~~_____~~~~_______ EB ~~) ~7 S7 *$ 5650 0 .0~27 __ T + R( ) 09 ~J 5188 8:~~ I 'WS--~-~)-;-~-----------------~~~-;---8~g~~I------------------ ;. T + R( ) 3590 0.4131 0.4131 f"1 [.EFT .1 i. tERIJ RIGHT ~, ~E . il S A I Solit? N 1 4 ---' 255 RIGHT '. STREET N!M:' 3,1<--- 1368 TBRU Stoneridge Or 0.0 f- 0 LEFT v SI%~y r: c . .LC6 Software by TJICM Transportation Consultants Condition: pn 98 dgBA F.AwSyffiARTAU. wfw1p:ro :as In 09/21/ob r~~HCl'l 346 1-680 SB/S~idge Dr .. . ....'E'e~~ . . ..> ,i. .~~~ ~----RI,-1 r ------~---------------------------- I <-- v --> I Split? N "",,LEFT 0 -- 0.0 1.8 0,0 3.0 1. 4 --- 215 RIGHT STREET NAME' L".'1'ERIJ . 647 ---> 3.1 (N:>. OF LANES) 3.1<-- 1361 TBRU Stoneridge Dr RIGBT 211 --I 1.4 <~~ 0...0 ~.:.~> 0.0 1- 0 LEIT v j I I v o 0 '1'ERIJ RIGHT Split? N STREET N!M:: 1'-6$0 SB auGINAL ADJUSTED V /C CRITICAL MJVEMENT \ULlME VOLtME* CAPICIT'i RATIO V /C r~~~~~-~~~~~[~=~~~~2~~:~~=~~~~~~~~~~!~~:=~~.:.~~~;~----- , 'EB RIGHT~) 211 71 *$ 1650 0.0430 WR( ) 647 9i~ 3188 8:~~ r;WB-~W----~~-----~;~r *$ ---~~i;-8:g~~r------------ j. T + R 1436. 3590 0.4000 0,4000 . - \!\CITY RATIO F<R THE INTERSE:TICN: 0.73 ~~: g.~ ,.... OF SEXVICE: . D ! ~~~~~ar&a~~~ N r-W + E , S L SIG WlIRRANIS: UJ:b=Y, Rur-=Y r .i u,71 LCS Software by TJICM Transportat.ion Consultants Condit.ion: pn 98 dhBA EAs-t3y+BARTALL no wl:p ro Bs Ln 09/21/00 ~Cll 346 I-680 SB/~eridge Dr . Peak~ !~~--~------~-~~-------~--~----------------------- I <--- v ---> I Split? N LEFT 0 --- 0.0 1,8 0,0 3,0 1,4 --- 856 RIGHT THRIJ 2402 ---> 3,1 (N:>, OF LANES) 3,1<--- 1529 THRIJ ~i~6r RIGHT 634 -, 1.4 <~.:E 0...0 ~.:.~> 0,0 f- 0 LEFT v ! 10 I 0 v LEFT '1'ERIJ RIGHT Split? N STREET Nl!ME: 1-680 SB --~----~~-~--~---~!~----~----- SB RIGHT ~) 759 180 * 1650 0.1091 LEFT (L) 1280 1280 5012 $ 0.2554 0 ,2554 EB--~~~----;~~-------;i8i-;S----~~-----8:~~----------------- T + R 2896 5100 0,5678 ---------------------------------------------------------~.------------- WE . _ (fl}) ~~ 1~~~ *$ ~g~8 $ 8: m~ T + R 2245 3590 0,6253 0,6253 ~R IN'l'E&S&:TICll: 8 :S~ ~ ~I~?: O,9! * ADJUSTED FCR RIGHT TURN CN RED $ SPEcrALADJUS'IMENT APPLIED INT=-ID-BASE, !NT, VOL=98ANBART. J:MIi't98DBBA.H1V ,CAP=BJ-.AMM. TAB W~E S SIG WARRANTS: Urh=Y, Rur=Y LCS SoftWare by TJICM Transportation Consultants Condition: pn 98 dgBA EAwSyffitIRTAU. w/ w1:p :ro Bs In 09/21/00 ~ 346 I-680 SB/S~clgeIlr Peak~ ------------------------------------------------------------------------ TJKM ME1'fD) RIGHT '1'ERIJ LEFT ---------- 71f 0 r9 A I <--- 1 ---> I Splj.t? N LEFT 0 --- 0,0 1,8 0,0 3,0 1.4 --- 711 RIGHT STREET NAME' THRIJ 2259 ---> 3.1 (N:>. OF LANES) 3.1<--- 1501 T!lRlJ Stoneridge Dr RIGHT 722 --I 1,4 <2.:.~ OAO ~.:.~> 0,0 I" 0 LEFT v ! 10 I 0 v LEFT '1'ERIJ RIGHT Split? N STREET Nl!ME: I -680 SB __~____~___~___~PPl!____;jjf!~____~~ ---- ~__~~~~~____J!L_____~t=_____~~J_t~~____~.l~~____ EB ~(fl}) J~ f~' *$ fl88 8J~ WB--RI~~-----7ii--------57i-;S~---~aso-;---O~346~--------------- ~R ( ) 1501 ~59~ ~~ 8:~,9~ 0,5772 '\U..1.ME-l'O-CAPACITY RAT ~: 0,77 m~LC6 8'~ JNr.EP,SEX:;TICN LEVEL . D ~~~H1V+9~~~ N W+ E. S SIG WARRANTS: Urb=Y, Rur=Y LCS Software by TJI<M Transportation Consultants Condition: <Ill 98 dhBA ~ no wlp 98 Bs In 09/21/00 ~~W 346 1-680 SB/S~idge Dr Peak ~ ------------------------------------------------------------------------ TJIIM ME'lHD ------- ~ RI, 1 ~ I <-- v ---> LEFT 0 --- 0,0 2.0 0,0 2,0 TflRU 709 ---> 3,1 (00, OF LANES) RIGHT 227 -T 1.4 0.0 0...0 0,0 v <-1 10 r:> LEF1' 'l'.ElRU RIGHT Split? N STREET fW1E: 1-680 SB W~E S A I Split? N 1.4 ---255 RIGHT 3,1<--- 1368 TflRU ~t~i~h~r 0,0 T-- 0 LEFT v SI~Y ___~____~___~~_~~____~~9____5ZE______ ~__~f~~____!~~_____!~~_=_____~~_~__~~~~~____2~~~~~_______ Ell _ (~) fo~ 7g~ *$ 3~58 8 :~~ T + R 796 5100 0,1561 ------------------------------------------------------------------------ WB gp: (W 1~ 1~~~ *$ ~g~ $ 8 :g~II T + R 1483 3590 0,4131 0,4131 ~ INTERSECJ:IW: 8:~ -~(\<I~9: 0., * ADJUSTED FeR RIGHT TURN at RED S SPEcrA1. ADJUS'IMENr Am.IED INT=98BASE. nIT, vtL---98ANBAlIT ,.AM\lt98DH8A,PMJ ,CAP=98AMEM, TAB LCS Software by TJI<M Transportation Consultants Condition: <Ill 98 dgBA EA..sy+BARTALL w/ wlp 98 Bs In 09/21/00 ~W 346 1-680 SB/S~idge Dr Peak ~ ------------------------------------------------------------------------ TJIIM ME'lHD RIGHT 'l'.ElRU LEF1' 90j 10 T7 A <-- v --> I Sp4t? N 2.0 0.0 2,0 1,4 --- 215 RIGHT STREET ~: (00. OF LANES) 3.1<-- 1361 TflRU Stoneridge Dr <2.:!! 0,,0 2~2> 0.0 r- 0 LEIT J n1 J& Split: N STREET fW1E: 1-680 SB __~___ ~___~ __~~__~2____~!ZE___ SB fWJF~) 1~' 1~ * ~~~ ~ 8:~ 0.4684 ------------------------------------------------------------------------ 211 71 *$ 1650 0.0430 647 9i~ 3y8g 8:~~ -------------------------------------------~---------------------------- 215 75 *$ 1650 0.0455 1361 l~~~ ~~ $ 8:~b~ LEFT TflRU RIGHT A I o --- 0,0 647 ---> 3.1 211 -, 1,4 v SIG WARRANTS: \1ib=Y, Rw:=Y N W~E to ,7- . LCS Software by TJI<M Transportation Consultants Condition: p:n 98 dhBA ~ no wlp 98 Bs In 09/21/00 ~grn 346 1-680 SB/S~eridge Dr Peak ~ ------------------------------------------------------------------------ !~~ A RIi1r ~ I <--- v ---> 1,4 L~Pli8't5Z N~.,."""", LEFT 0 --- 0,0 2,0 0,0 2,0 0 ~~ STREET NlIME' TflRU 2402 --> 3,1 (00, OF I..Am;s) 3,1<--- l529 TflRU Staneridge Dr RIGBT 634 --I 1,4 <~~~ 0...0 ~~> 0.0 T-- 0 LEFT v ! 10 I 0 v LEIT TflRU RIGHT Split? N STREET NllME: 1-680 SB . . W~E S SIG WI\RRANTS- Urb=Y-,~Y . ___~___~~__~__~~!'!____iJlJ.9___ ~~Z~_____ ~__~~~___~~~_______~_=_____~~_~___~~~_____~~~Z~_______ EB _(~) 2~5~ 2t5~ *$ 3~58 8:~m T + R 2896 5100 0.5678 ------------------------------------------------------------------------ WB _ (~) ~ 1H~ *$ ~g~ $ U~~ T + R 2245 3590 0.6253 RJP IN'I'ERSB:TIW: 0: .. wi YJIIiI III " . '. LCS Software by TJI<M Transportation Consultants Condition: p:n 98 clgBA EAwSy+BARTALt w/ wlp 98Bs In 09/2:1/00 INI'ERSEl::IIW 346 1-680 SB/StQneridge Dr ~eakJ?LE'..'.S8NTCN Count Date TJ11Je ~ . Hour ------------------------------------------------------------------------ TJIIM ME'lHD RIGHT TflRU LEFT 71f 10 f9 ~ <--- v ---> I Split? N 2,0 0 _ 0 2, 0 1.4 --- 711 RIGHT S1BEE'l' NlIME: (00. OF I..Am;s) 3,1<--- 1501 TflRU Staneridge Dr <~~~ OAO ~2> 0,0 r- 0 LEFT ! 10 I 0 v LEF1' TflRU RIGHT Split? N STREET NllME: 1-680 SB __~___~~___~___~~____~2____CRI~Z~______ ~-~~~~-----~~--------~~_:_----~~-~--~~~~!_----~~~~--.----- .- Ell m (~) Jfs #a~ *$ U88 8j~~ ------------------------------------------------------------------------ WB RIGHT (R) 711 571 *$ 1650 0,3461 ~R(T) 1501 ~ao:d ~~ $ 8j192 -ro-<::APACITY RATIO FeR THE INTERSFJ:'IIW: -~: WlELCIF SERVICE: ~.~,~&~,~APPL!E) .j .;;;1 .. A LEFT 0 __1 0.0 TflRU 2259 --> 3,1 RIGHT 722 -, 1,4 v .. SIG WARRANTS: Urb=Y, Rur=Y N W+E S .. 0.5772 0,84 0,05 o.~ '4 .. . (II :J.l iii .. LC5 Softxolare by TJl<iM Transportation Consultants r-Condition: an 98 dhBA EAwSyIBARtAU. I10 wlp !OMit. III 09/21/00 , m~nCN 3461-680 SB/Stcneridge Dr PI..EASAN'.l'Ct . :aunt. Date . Time Peak Hour t !~~~=I~-~-RI~-1 ~------~--------------------- rLEFl' 0 -1 0.0 <i~ 0:0 3:0> 1.9 L~~5 NRIGBT ~'rm.J 709 --;> 3.1 (N::). OF LANES) 3,0<--- 1368 TERlJ' ~=~i~br RIGHT 227 -~ 1,4 0.0 O~O 0.0 0.0 T-- 0 LEFT r N v <-T 10 fo> V . \01+ E 6 ! . S LEFT TERlJ RIGlIT Split? N S'lREE'1' NJ\ME: 1-680 SB n MJIlEMOO' ~ ~..... CAPlICITY iNto '97BAL t. '.sa-RiGm-(i,""--- 929 -------579;----165o-----0.35o9--------------- ~'j____~__~2____!~~_______~~_______~~~___~~~~~~_____~~~~~~----- EB ~ (~) ~~ 7li~ *$ ~~6g g j~6 r__.2.!..~________--_-.,..-:_-Z~~-,.,...---2~~---~~!~~---------- \.WE ~ (~) J5~ . 1~~ ~~~ $ 8:~~I~ 0,3811 'PI:IT'f 0 FCR THEmrERS&:TICN:' 0,75 r wm. ~cF: . .... 8:~ 1.~~~~.~~~~IID SIfi~y r I /.- " r '" ~. " LC5 Software by TJl<iM Transp:>rtation Consultants Condition: an 98 dgBA ~'wrw1P!OMit. III 09/21/00 r-Dl~CN 3461-680 SB/Stoneridge Dr PLEASAN'l'Cl'I ! .~~ :----~ ~----~~------------ I <--- v ---> I Split? N o --- 0.0 1.8 0.0 3.0 1,9 --- 215 RIGHI S'lREE'1' NAME' 647 ---> 3,1 (N::). OF LANES) 3,0<--- 1361 TERlJ Staneridge Dr 211 --I 1.4 <~~~ OAO ~> 0,0 j-- 0 LEFT v - I 10 10 v ~ TERlJ RIGBT Split? N S'lREE'1' NJ\ME: 1-680 SB MJVFM:NT ~~ ~. CAPJCI:rY. . J!r9.o ~~ r sa- HW (~) ----i~r---1m-;-----~~-;--g1~~f---O'3333------- · EB-~GRr~'-----2ii----------o-;S:---i6~----0:oiiiio------------------ ~R( ) 647 ~~ 3188 8:Hg~ ------------------------------------------------------------------------ liB ~ (~) 1m ~~ $ g:~~~ ~ Il'rr=n.;rlCN: LEFT \ TIlRU . RIGHT rW~E . S 1 SIG WARRANIS: Urb=Y, Rur=Y r &73 LC5 Sofblare by TJl<iM Transportation Consultants Condition: pn 98 dhBA ~BARTA1L !lO wlp !O Mit. III 09/21/00 m~TICN 346 1-680 SB/Stoneridge Dr PLElISlIN'l'CN Couht Date Time Peak Hour ------------------------------------------------------------------------ TJKM ME'lRD W~E S RIGHT TERlJ LEFT 7Sf 10 i80 <--- v ---> 1.8 0,0 3.0 (N:l, OF LANES) 0.0 DAD 0,0 <--1 lor:> LEFT TERlJ RIGlIT Split? N STREET NAME: I -680 SB SIG WARR!\N'l'S: Urb=Y, Rur=Y - A I LEFT 0 --- 0,0 TBRll 2402 ---> 3,1 RIGHT 634 ---, 1,4 v A I Split? N . 1,9 -- 856 RIGHI 3,0<--- 1529 '1'HRU ~i~6r 0,0 T-- 0 LEFT v ___~ ___~___~__~~___~.E__:5Z~___ SB RIGBT (R) 759 226 * 1650 0.1370 ____~_~~2____~~~_______~~~_~___~~~___~~~~____~;~~~_______ 634 418 *$ 1650 0,2533 2402 2402 5100 0,4710 2820 5100 0.5529 0,5529 ------------------------------------------------------------------------ 1~~ 1~~ ~~ $ 8: ~~~~ ~m RATIO FCR mE mlJ:.l<l:iJ:ivfICN: 0,80 LC5T~RAfm;: 8:g~ OF SERVICE: D ~dT~~~.~ardA~mm:~IID LC5 Software by TJKM Transportation consultants Condition: prl 98 dgBA EAwSytBARTAtL wI wlpFC MitLIl 09/21/00 INTERSl'l:T1CN 346 1-680 SB/Stoneridge Dr .. PLElISAN'l'Ct'l Count Date Time Peak-HOIJr ------------------------------------------------------------------------ TJKM ME'lRD . RIGBT '1'HRlJ LEFT 71 10 r9 <:-- v ---> 1,8 0,0 3,0 (N::). OF LANES) 0.0 0...0 0.0 <--I lor:> LEFT TBRIJ RIGBT Split? N STREET NI'11E: I -680 SB ___~____~ __~~___~---~O __~ ____ SB mr(~) 6~~ ~~B * ~8$ 8:~~~ 0,1815 ------------------------------------------------------------------------ 722 506 *$ 1650 0,3067 2259 2259 5100 0,4429 2765 5100 0,5422 0,5422 ------------------------------------------------------------------------ 1~~1 Jfil ~~~6 $ g:~Pai ~~ n'l:lJ:.L~nCN: 8:i~ 1O-CAPlICITY RATIO: 0.82 ~OFmSERVICE: D * ADJUS'l'ED FCR RIGlIT TIlRN CN :RED S SP.EJ:IAL AD.JllS1MENT APPI.JE) INl'=-ID-MIT. IN! , VOL;=98AWBART. IMV+98OOBA.R1IJ ,Cl\M'1IT-AMEM, TAB A I LEFT 0 --- 0,0 TllRlJ 2259 ---> 3,1 RIGHT 722 --T 1,4 v A I Split? N 1,9 --- 711 RIGHT STREET NAME: 3.0<--- 1501 TERlJ Staneridge Dr 0.0 f- 0 LEFT v N W+E S SIG WAI<RAN1'S: Urb=Y, Rur=Y :u:s Software by TJKM Transportaticn Consultants Condition: an 98 dhBA E'.A\'\f3y+BARTALL no wlp 98 Bs I.n 09/21/00 ~JCN 347 1-680 NB/S~idge Dr Peak~ ------------------------------------------------------------------------ TJKM Mmm RI1 TERU LEFT -------- ~ 10 I 0 ~ I <--- v ---> I Split? N LEFT 0 - 0,0 0,0 0.0 0.0 1,9 --- 88~ RIc;m TBRlJ 2489 --> 3,1 (N:). OF LANES) 2,()<:-- 1062 TBRlJ ~~i~6r RIGHr 202 --I 1.4 <~.:.~ 0...0 ~.:.~> 0.0 r 0 LEFT v 561 10 L v LEFT TBRl.l RICEr Split? N STREEr NPME: 1-680 NB W~E S SIG WARRANrS: Urb=Y, BJJr-=Y --~----~- ~~~----~!~----~~~------ NB RIGB'l' ffi) 844 764 .,. 2970 0.2572 0,2572 _____~_!~l______~!______~!_______~~~~___~.:.!_~________________ :__ID~~~___~~_____j~t:____U~~___l~~___~.:.~~~_______ WB ~(W lS~ 1H~ ~~~ 8:~6~g 'I,U,tME-'l.'CX".lIP.ACI'lY RATIO F(R THE INTERSa::TICN: 0.75 ~~: 8:~ m~llCN LEVEL OF SERVICE: D ~.Wf,~~Jmg~,mf.~n:m APPLIID :u:s Software by TJKM Transport:.aticn Consultants Condition: an 98 dgBA E'.A\'\f3y+BARTALL w/ wlp 98 Bs I.n 09/21/00 mr:fRSECTICN 347 1-680 NB/StClneridge Dr P.l..FA'3AN'1CN Count Date TiIne Peak Hour ------------------------------------------------------------------------ TJKM METB:D RIGHI' TBRl.l LEFT I ( 10 <-- v --> I Split? N 0.0 0.0 0,0 1,9 --- 659 RIGB'l' STREET NAME: (N:). OF LANES) 2. ()<:--- 939 TBRlJ Stoneridge Dr <~.:.~ 0...0 ~~> 0,0 T- 0 LEFT 63~ 10 "78 v LEFT TERU JCEr Split? N SIREET N!M:: 1-680 NB _~___~___~__~~!!___~2____au!Z~____ ~_~4r____~t______~~_=__Jr~____JJ~~L___~.:.~~_____ EB RIGHI' CR) 150 0 *$ 1650 0,0000 ~R (T) 2208 ~g 3188 U~~ 0,4329 ------------------------------------------------------------------------ WB RIGHI' CR) 659 659 1725 0.3820 TBRl.l (T) 939 939 3450 0.2722 ~~ INl'ERSa;tIrn: 8:ya ~ittn~v1P~~?: 0.7e .,. IIDJUSTED F(R RIGHI' TI.IRN CN RED S SPECIAL ADJUS'IMENT APPLIED JNl'=98BASE.!NT, \Ur---saAWBART ,H1\1+98OOBA.AMV' ,CfIP=98..OMEM, TAB ~ LEFT 0 __1 0.0 TIIRU 2.208 ---> 3,1 RICEr 150 --I 1,4 v N W+E S SIG WARRANrS: U:tb=Y, Rur=Y !o7~ . :u:s Software by TJKM Transportation Consultants Condition: po 98 dhBA EAwSy-tBARTALL no wlp 98Bs I.n 09/21/00 ~CN 347 1-680 NB/S~eridge Dr Peak ~ ------------------------------------------------------------------------ TJKM METB:D III RlJ1 TBRlJ LEFT ----------- ~ .10 I 0 I <--- v --> LEFT 0 --- 0,0 0.0 0.0 0,0 TIIRU 2878 -> 3, 1 (N:l, OF I..!\NES) RKm' 778 -, 1,4 <~.:.~ 0...0 ~.:E> v 48! 10 ll1 LEFT TBRlJ RICEr Split? N STREET NtlME: 1-680 NB ___~___~__~___~~~____~~____5Z~______ NB RICEr ffi) 611 531 .,. 2970 0,1788 0,1788 ____~_!~l______~~_______~~________~~_____~.:.!~!~__________________ EB .cfli) 2~~~ 2~~~ *$ ~58 8:g~2~ ____!_!~___________________~~~_______~~~____~.:.~~~_____2.:.~776_______ WB ~(fli) l~~ 1~5 ~5a 8:~~~ VOLt'ME-'l.'CX".lIPPCITY RATIO F(R THE ~!ICN: 0.86 ~..t1W~JFcf 8.2a INTERSEX:TICN LEVEL OF SERVICE: ' D ~,1111,~~ms~.~n:m APPLIID N W+E S I Split? N 1.9 --- 1332 RIGHT STREET NAME, 2.()<:--- 1905 TERU Stoneridge Dr 0,0 ,- 0 LEFT v r. SIG WARRlINTS: Urb=Y, RU:r:=Y .. '. ", .. 111 .. .. .. :u:s Software by TJKM Transportaticn Consultants Condition: po 98 dgBA EA\o;Sy+BARTALL w/ wlp 98 Bs I.n 09/21/00 ~CN 347 1-680 NB/S~eridge Dr Peak~ ------------------------------------------------------------------------ TJKM METIll> RIGHT TBRlJ LEFT I 10 I 0 <-- v ---> I Split? N 0,0 0.0 0.0 1.9 --- 1126 RIGHT STREET NAME: (00, OF LANES) 2,()<:--- 1705 TERU Staneridge Dr <~.:.2 0...0 ~.:.2> 0.0 ,-- 0 LEFT - I 10 195 v rm TBRlJ RIGHT Split? N STREET NAME: 1-680 NB ___~__~___~__~~:!!____~!9___~!Z~______ NB ~ (t~) g8g ~M .,. ~~8 8J9s1 0,1704 i:B--~~~)----;ggr------ld*s--~i~-----[~tir---:~:------ · ------------------------------------------------------------------------ WE RICEr CR) 1126 1126 1725 0.6528 TBRlJ (T) 1705 1705 3450 0,4942 ~~ INTERSEr:ITCN: 8:b~ ~-~~~?: O,8B .. ADJUSTED F(R RIGHT TURN CN RED S SPECIAL ADJUS'lMENT APPlJE) INT=98BASE ,!NT, mL=98I\WBART ,H1\1t98OOBA,EM'l,CAP=98PMEM. TAB 1 .. ~ LEFT 0 _J 0,0 TIIRU 2381 --> 3,1 RICEr 801 -1 1. 4 v .. N W+E S SIG WARRANTS: U:tb=Y, Rur=Y '. '~ .. ., r. .. .. P l " 'LCS SofWare by TJKM Transportation Consultants _Condition: an 98 dbBA E'hBy+BARTAlL no wlp 98 Bs Ln 09/21/00 ~ :nr~rICN 348 Johnsen DrtlStoiieridge Dr akPLEllSAN1'Cti , Count. Date lIIle Pe Hour ~~~~-~j1t~~ ~:-~ LEFT 571 --- 2.0 1.5 1.1 1.1 1,0 --- 17~ RIGHT STREET ~, ~ ''wRu 2733 ---> 3,1 (1'0. OF LANES) 3,()<:--- 1694 '1'BRU St.oneridge Dr RICEr 5 1 1,1 <!~ 1...1 ~!> 1,0 r- 12 LEFT r' N v I I I v , W+E ~ 1 3 SI\J~y t s LEFT THRlJ RIGHT Split? Y STREET NI\ME: Johnsen Dr. .[~n~T T-fl-~-- f ::: f , m8 8:88~~ ~___!_!_~-!_~_________________!~_______~_____~~~061_____~~~~~~____ ~.jSB ~(fI}) 158 8 " ig~ 8:8888 : LEFT (L) 84 84 1650 0.0509 0.0509 T-+ L 84 1650 0.0509 rEB-iffW----;i~r-----;i~r-----~~--T~Jr-------------- il;.1___..!.!..~________________~~~~_______~!~~___2~~~~___~:~~~~------ . .we ~(fI}) l~i 16~" ~~~ 8:ga~ LEFT (L) 12 12 1650 0.0073 0,0073 r-: I1Y RATIO KR THE nrr=t!:rICN: 0.60 , I LCST YEI.I..C:WTIMl: 0,10 -~(P~9: O,7~ " ADJUSTED FCR RIGHT nJRN rn RID :1- INT=98BASE. mr. VI1=98ANBART .AMV+98DHBA,PMV ,CAP=98AMEM, TAB t - t,. LCS Software by TJKM Transportation Consultants Condition: an 98 dgBA~ w/ wlp 98 Bs In 09/21/00 ,....... ~rn 348 Johnson Drt~t.<;1neridge Dr' Peak ~ ~.:!~~~~~~-----Ri~ ~-~------:---~-----~-----~----------- r <--- v --> I SP4t? N LEFT 574 --- 2,0 1,5 1,1 1.1 1.0 --- 169 RIGHT STREET ~: '1'BRU 2183 --> 3.1 (00. OF LANES) 3,()<:--- 1343 '1'BRU Stoneridge Dr r:T. '~1.1 Jxt:t:: 12 lFfl SIG~y i" S'lREET WM;; Johnson Dr. __ ~__~----~--~~---~!o_~~--- NB _ ('f>> ~ ~ l~~ 8: 886~ Tf~:VL) 6 2 !~ 8:88~2 f + h + L 16 1~8 8:88~t 0.0061 ------------------------------------------------------------------------ SB RIGHT t.r 150 0 " 1650 0.0000 ~L ~ ~ s2 g2 li~ 8:g~ 0.0509 ------------------------------------------------------------------------ EB U,.~ ~> 21J 218~ 3~ 8: 2~g8 WR~d 574 21~~ ~68 8J~ 0,1933 ------------------------------------------------------------------------ W3 89 1> 1650 0,0539 13~ l~~ 8:~~ RATIO FtR THE :INTERSEC1'ICN: ~: OF SERVICE: 0.2595 r- , . 0,51 8:G~ B r I . &70' LCS Software by TJKM Transportation Cansul.tants Condition: pn 9S dbBA ~ no w1p 98 Bs In 09/21/00 ~llCN 348 Johnson DrT~dge Dr Peak~ ------------------------------------------------------------------------ TJIIM METHD RIGHT '1'BRU LEFT ---------- A 41i 10 i16 A I <--- v ---> 1,0 1_~li1.~~ Nn~GBT LEFT 322 --- 2,0 1,5 1,1 1.1 ~ ~ '1'BRU 3041 ---> 3,1 (00, OF lJINES) 3,()<:--- 2675 1'ERU ~i~Or ~~ 8 -11.1 2:1 1( t~> 1.0 r- 6 LEFT SI\J~y S LEFT '1'BRU RIWI Split? Y STREET Ni\ME:: Johnson Dr. _ ~___~__~___~~~___~!~___~E:______ NB RIGHT~) 14 14 1650 0,0085 tfmt ffd 18 18 19~ 8 :88g~ 14 1650 0.0085 10 1650 0.0061 T + R + L 24 1650 0,0145 0,0145 ------------------------------------------------------------------------ SB RICEr CR) 414 235" 1650 8,1424 0,1424 THRU (T) 0 0 1650 .0000 ~L (L) 216 ~l~ Ig38 8: B8~ ------------------------------------------------------------------------ EB mfU) 3g~ 3g~ ~~9& 8J8H 0,1084 T + R 3049 5100 0,5978 ------------------------------------------------------------------------ we _ ~ft> 26~~ " i~~ 8:a~rs 0,5169 rn: 8:6~ 0,85 LCS Software by TJKM Transportation Cansul.tants Condit.ion: pn 98 dgBA EAl-Sy+BARTALL wI wlp 98 Bs 1n 09/21/00 ~CN 348 Johnson Drt,Stoneridge Dr PLEASAN!CN Count Date :une Peak-Hour ------------------------------------------------------------------------ TJKM ME'l'IJD RIGHT THRlJ LEFT 41i 10 il5 <--- V ---> I Split.? N 1,5 1,1 1.1 1,0 --- 114 RIGBT STREET NAME' (00, OF LANES) 3.()<:--- 2269 T8RlJ Stoneridge Dr <!,;.! 1...1 !:!> 1.0 r- 6 LEFT j 10 114 v LEFT THRlJ RIGHT Split? Y STREET N/!ME; Johnson Dr. ___~___~___~___~~~___~2__~~______ NB RIGHT~LCR~) 14 14 1650 0,0085 l'HRU- T) 0 0 1650 0,0000 LEFT 10 10 1650 0,0061 T + R 14 1650 0,0085 f ::: h + L ~2 l~ 8:8~~5 0,0145 ------------------------------------------------------------------------ SB liffE) ~~ ~ " l~~ gjgSg 0.1424 T + L 215 1650 0,1303 ------------------------------------------------------------------------ EB Ifffi> 23~ 232~ ~~58 8:2~i T + R 323 ~~ ~f08 8:1g~ 0,1088 ------------------------------------------------------------------------ we If fE> i~~ 8:8~~~ 0,4385 TIlE~CN: 0,70 0:' 8'~ CE; 'c A LEFT 323 __1 2,0 '1'BRU 2326 ---> 3.1 RIGHT 8 -I 1.1 v SIG WARRANTS: UJ:b=y, Rur-Y N W+E S ~.Wl,~~~,EMV,c.AP=98tMM,TAB LCS Software by TJKM Transp:>rtat.ion Consultant.s Conditicn: an 98 dhBA ~BlIRTALL no wlp 98 Bs In 09/21/00 m~rlCN 349 Denker Dr./Stemeridge Dr PLEASI\NTCN Count Date Time Peak Hour ------------------------------------------------------------------------ TJKMMmm ---------- ^ RI'r~ I <--- v ---> LEFT 333 --- 1,0 1.0 1,0 1,0 THRU 2328 ---> 3,0 (N), CF.LANES) RIGHT 156 ---I 1,0 1,1 lAl 1,1 v <--- --> 3J 10 145 LEFT THRU :RIGHT Split? N STREET WME: Denker Dr, ^ I Split? N 1. 0 --- 4~ RIGHT STREET Nl!ME' 3,0<--- 1587 THRU Stemeridge Dr 1.0 ,- 17 LEFT v SI~~y W~E S ___~____~___~____________~~_~!t~ .____ NB RIGHT~) 45 45 0.0273 fIJi fd 3tg 3tg 8:~~i t +~ 65 0.~94 T + R + L ~~5 8:24~ 0,2485 ------------------------------------------------------------------------ g * 10 76 * 2328 333 WB 0,3067 8:6~ 0,88 LCS Sofboare by TJiM Transp:>rtation Consultants Conditicn: an 98 clgBA ~BARTAU. w/ w1p 98 Bs Ln 09/21/00 IN'l'EF.SFX:TICN 349 Denker Dr, /Stoneridge Dr PLEASAN'l'CN COUnt. Date Time Peak HOur . -----------------------~---------------------------------------------- TJI<M MmJD RIGHT THRU LEFT --------- ^ 31 3 110 ^ I <-- J ---> I Split? N LEFT 304 --- 1,0 1,0 1,0 1.0 1,0 --- 42:RIGHT STREET WME' TERU 1850 ---> 3,0 (N). CF LANES) 3,0<--- 1313 TERIJ Stoneridge Dr RIGHT 113 --I 1,0 <!.:.! lA1 !.:.!> 1,0 r- 17 LEFT v . I 19 144 v ~ ~ RIGHI Split? N STREET Nl!ME: Denker Dr. __~____~__~__~~_~19___~~______ NB RIGHT ffi) 44 44 1650 0,0267 THRU (T) 19 19 1650 0,0115 WR (L) 265 2~~ i~38 8: ~~~ t + ~ + L ~ ig38 8:i~ 0,1988 ------------------------------------------------------------------------ SB Wif (~) 36 0 * 1650 0.0000 LEFT (t1 18 18 mg 8:88H 0.0061 ------------------------ ------------------------------------ :_Jf !~~__~~~~_____ 1~~~____ ~i~ __JJ~' ___~~!~~_______ 42 0* 1650 0.0000 13B 13B Ig~ 8:6I8~ FCR~T~~ IN'l'ERSEX:1'IC: -lO-CAP. RATIO: CN LEVEL CF SERVICE: ~.iW,e~.+98OOBA,PMV',CAP-=98AMEM.TAB N W+E S SIG WARRANTS: Urb=Y, Rw:=Y 0,2537 0.64 0,10 0,74 C !.tJ7Le . LCS Sofboare by TJKM Transportation Consultants Condition: pn 98 dhBA EAwSytBARTAU. 110 wlp 98 Bs In 09/21/00 IN'l'ERSB:TICN 349 Danker Dr ,/Stemeridge Dr PI..F.AS.A.N'lm Count Date Time Peak Bow: ------------------------------------------------------------------------ TJKM METB:D . ___________ ^ RI~ ~ ~ I <-- v ---> LEFT 242 --- 1.0 1.0 1.0 1.0 THRU 2672 ---> 3,0 (N). CF LANES) RIGHT 338 -, 1,0 <!~! 1A1 !~!> v 17~ 13 152 LEFT TERU RIGHT Split.? N STREET WME: Denker Dr. ___~____~~___~__~~T!___~~____5zE______ NB RIGHT ft) 52 52 1650 0,0315 TERU ( ) 13 13 1650 0,0079 LEFTT + R( ) 173 173 1650 0,1048 0,1048 T + L 1~ i~~ 8,O~4 T + R + L 238 1650 OJ44~ ------------------------------------------------------------------------ ~_~lfr~_____:~~_______:~~_:_____i~~____~~~~g ___:~~~_______ EB EX (~) 2~1~ ~ * 3~Jg 8J~~ LEFT. (L) 242 242 1650 0.1467 0,1467 ------------------------------------------------------------------------ d~ d * !yJg 8:2gg~ 0,4352 43 43 1650 0.0261 ~ IN'l'EF.SFX:TICN: tF~?: ^ 1,0 L~litl NRIGHT SI:REET WME' 3,0<--- 2252 THRU Stoneridge Dr 1. 0 r- 43 LEFT v .. N W+E S SIG WA"RRANTS: Urb=Y, Rur=Y . .. . rill 0,84 0,05 Q,8B '..J\I . * lIDJUSTED FCR RIGHT TURN CN RED IN'I'='98BASE, !NT ,m..---98ANB!IRT ,R1\T+98DHBA,lMV' ,CAP=98AMEM. TlIB .. .. LCS Software by T.n:M Transportat.icn Consultants Conditicn: pn 98 clgBA ~BARTALL w/ w1p 98 Bs In 09/21/00 ~~CN 349 Denker Dr'f~eridge Dr Peak ~ ------------------------------------------------------------------------ T.n:M METB:D RIGHT TllRU LEFT 32f r( ^ <--- v ---> 1.0 L~tl~ NRIGHT 1,0 1,0 1.0 SI:REET NtM:: (N). CF LANES) 3.0<--- 1905 TERIJ Stoneridge Dr <!.:.! 1...1 !:.!> 1.0 r- 42 LEFT ~ mk ~ SPlit: N STREET NAME: Denker Dr, ___~____~___~___~~__~~9..___~~______ NB ~(L~) ~ I~ 1~38 8:85Ps ...... L ( ) 116 116 11650 0 . 0703 O. 0703 T + R 65 650 0,0394 t ::: ~ + L ffl I~38 8j6~~ ------------------------------------------------------------------------ SB RIGHT ~R) 327 247 * 1650 0,1497 0.1497 fWt ~d ~9 ~9 ma 8:8f~ _______________________________________________________________--------- lit EB ~ (~) 2~ff 2~150 " !~~ 8: 26~' LEFT (t1 215 21 1650 0.1303 0.1303 ------------------------------------------------------------------------ WB 15 0 * 1650 0,0000 1~~ 1~~ lru 8:~! I6.CITY RATIO Em THE m.u:&l:J,;r.lCd: -~~: CN LEVEL CF SERVICE: ~.~,~~~8OOBA,lW,CAP=98AMEM,TlIB . ^ I LEFT 215 --- 1,0 TllRU 2120 ---> 3,0 RIGHT 202 --I 1.0 v .. SIG WARRANTS: Urb=Y, Bw:=Y N W+E S . . 0,3681 .. 0,]2 0,10 0,82 D ~ .. iii r, ~ t LCS Software by TJKM Transportation Consultants ,-Condition: an 98 dhBA EAt-Sy+BARTAIL no wlp 98 Bs Ln 09/21/00 m~IQi 392 Stonericlge. Mall/Cl3I1)'On Wy Pleasanton . Count Date Time Peak Hour ~~ ~-~r~-~ _--::~~~-~ ~ ,LEFT 915 --- 2.0 1.9 1,0 0,0 0,0 --- 0 RIGHT tTERU 0 ---> 0,0 (00. OF LANES) 0,0<-- 0 TJ3RlJ =~: RIGHT 129 --- 1.0 1,0 2AO 0.0 0.0 r-- 0 LEFT rw f E ~ <-J 19 r:> v t. S LEFT THRU RIGHT Split? N STREET NAME: St.oneridge Mall SIlJ~ n MJ'VEMENr ~ ~ CAPACITY FJiio ~~ · 'NB--iHRU-CT)~~-59--~-C----59----~~:3450~---70:oi7i--7~~----------- l;_____~_S~l_______~_________~________!B~_____~~~!~_____~~~~~______ SB RIGHT (R) 243 243 1725 0.1409 THRJJ (T) 32 32 1725 0,0186 0,0186 f*J------------------------~--------------------7C--------c---------~------ t EB ~(ei)?fJ 913 .. ~~18 8:g6~i 0,3081 Z,-------------------------------------------------------~--------~~-~--~~ ~IO FCR ~ INTERSOCTICN: 0.34 r ~IQi-LEVEL ~~' 8:~~ t ;~,M,~~Jmg8DHBA.JlMV,CAP=98AMEM,TAB r- t , .. r- f LCS Software by TJKM Transportation Consultants Condition: an 98 dgBA EAwSy+BARTAIL w/ wlp 98 Bs Ln 09/21/00 _ IN1~IQi 392 Stoneridge Mall/Canyon Wy Pleasanton : Count Date Time Peak Hour .' ~JKMMEiH05---------RIG8T ~LEFT------------------------------------- f ----------- _ 24j f2 I 0 I <--- v ---> I Split? N 913 --- 2,0 1.9 1.0 0,0 0,0 --- 0 RIGHT STREET NAME: o ---> 0,0 (00. OF LANES) 0.0<--- 0 TERlJ Canyon Wy 129 -1 1.0 <~2 2...0 2.:.2> 0.0 r- 0 LEFT v J Ja Jdh Split: N STREET NAME: Stoneridge Mall CRIGINAL .ADJUSTED V Ie CRITICAL M:MMENT 'lAJI..l.ME: VOUM:* CAPJCrr'i RATIO VIe r im- rWY1l1~-c--~c--7--7-~~--------~~~77 8 :8~7-777~~~~------ ~ SB-RiGiT-f-R)- 243 --------243--v25-----o:i409,.----------~---- __~_S_1_______~_________~~_______!~____2~01~_____~~~_______ rEB fI!?(8) m 9i~ .. ~?8 8:%1l 0.3074 r ------------------------------------------------------------------------ I . r""'LEFT ; THRlJ ~i o. RIGHT -W~E ! S SIG WARRANTS: Urb=N, Rr.u:=N ~. 0,34 0,10 0,41 j r I .t ~71 LCS Software by TJKM Transportation Consultants Condition: pn 98 dhBA ~BARTALL no wlp 98 Bs Ln 09/21/00 INTERSB:TlQi 392 Stoneridge Mall/Canycn Wy Pleasanton Count Date Time Peak Hour ------------------------------------------------------------------------ TJKM ~ ----------- -~rrr I <--- v --> LEFT 356 --- 2,0 1,9 1,0 0,0 TJ3RlJ 0 --> 0,0 (10, OF LANES) RIGHT 317 -I 1.0 <~~~ 2..0 ~~~> v J !710 LEFT TERU RIGHT Split? N STREET NAME: Stoneridge Mall - I Split? N 0.0 --- 0 RIGHT 0,0<--- 0 TBRIJ =~: 0.0 r- 0 LEFT v SItl~y W~E S ---~----~---~--~~---~----~~------ ~__~lfl______~________~______ I~~_____~~~~~____~~!~~_______ SB _(~) ~~ ~ Hrs g:5M~ 0.0655 EB~G8I-E},-----3i7--------23_,_;-----i650--~o:i436-----o:i436------- ----~--S,.1-7-_,.-~~~7~7~~~~~~-~~~~7-g~Z27-~~72~!~-7"7--~7-~77"77~:- 0,35 8:lig A LCS Software by TJKM Transportation Consultants Condition: pn 98 dgBA EAt-Sy+BARTAIL wI wlp 98 Bs l;n 09/21/00 ~Qi 392 St.oneridgeT~/CanYOriWy.. Peak ~anton ------------------------------------------------------------------------ TJKM M;:'.lHl) RIGHT THRU LEFT 8ar It4 I 0 _ <--- v ---> I Split? N 1,9 1,0 0,0 0.0 --- 0 RIGHT STREEI NAME: (00, OF LANES) 0,0<--- 0 TERlJ Canyon Wy ~!~~. 2...0 2~> 0,01-- 0 LEFT ~ mk Jdh Split: N STREET NAME: . Stoneridge Mall ___~____~~__~___~~~___~~____5~_____ ~___~_1~1______~______~_______!~~__~~~~____~~~~~_______ ~__~S~~_____~~_______~~~______jt~rs_____~~~~~!____~~~~!_______ ~--~~~-- g~~-------~--:_--- ~!~-----~~!;~-----~~=~~------- LEFT TERlJ RIGHT - I 356 --- 2.0 o ---> 0.0 317 -;;1 i.O v SIG WARRAN.IS: UrboN, Rur=Y N W+E S ~~~~ 1N'l'ERSECl'IOO: ~tm-~~9: " ADJUSTED FCR RIGHT '1tlRN Qi :REO IN'l'=98BlISE. nIT ,VOlr--98AWBART ,:EWKlBOOBA,H1V,CAP=98I\MEM, TAB 8,35 ,10 0,45 A LCS Software by TJKM Transportation Consultants Condition: an 98dhBA E+~BARTALL no wlp 98 Bs In IN'l'EBSEL'TICN 901 SanRalXlnVaJJy/I-580 WB Off DUBLIN Count Date Time Peak Hour ------------------------------------------------------------------------ TJI<M MmDl 09/21/00 ----------- A ~ ~ ~ I <--- v ---> o --- 0.0 1,9 2.0 0.0 o ---> 0.0 (00. OF' LANES) o --j 1.9 0,0 2AO 1.9 v <-11l!8 ~; LEFT nnID RIGHT Split? N STREET NAME: SanRawnVally ___~___~___~___~~____~____5LE_____ ~--~(~:_--_!~~------_!~~-------~~~~---~~~~g----------------- ~-~(~~--~~~-------~~-------~~-----~~~~-----~~~~~~------- ~_~~_~l_______~__________2_______!~~_____~~__________________ WB 1016 564 '* 2970 0.1899 0,1899 475 475 2970 0.1599 INTEllSEl:::UCN : LEFT TBRIJ RIWX A . I Split? N 2,8 --- 1016 RIGHT 0,0<--- 0 nnID ~~ 2,0 j-- 475 LEFT v W~E S SIG WARRANTS:y Urb=Y, Rur=' 8:~ 0,78 LCS Software by TJKM Transportation Consultants Condit.ion: an 98dgBA E+~ w/ wlp 98 Bs In IN'l'ERSEcrICN 901 SanRalXlnVally/I-580 WB Off DUBLIN Count Date Time Peak Hour ------------------------------------------------------------------------ TJI<M MmDl RIWX nnID LEFT 123j I lOA <-- V ---> I SpHt? N 1.9 2.0 0.0 2,8 --- 1016 RIGHT STREET Nt\ME: (00. OF LANES) 0,0<--- 0 nnID 1-580 WB Off <~~~ 2...0 !:.~> 2.0 r- 474 LEFT - I ! [ v ~ fMa J&h Split? N STREET NAME: SanRawnVally ___~ ~__~___~~___~9__~~ZE______ NB ~~:ff:____!~1~ _____l~_______~~____JJ~L______________ SB____RIGHT( at)) 1238 1725 O. nn TBRIJ Tl 1606 3450 0,4655 0,4655 ------------------------------------------------------- ~_~ ~L____~___________!~~____~~~~_______________ WB 12t2 0.1899 09/21/00 LEFT TBRIJ RIGHT A o _1 0,0 o ---> 0,0 o -T 1.9 v SIG WARRANTS: Urb=Y, Rut=Y N W+E S 0,66 8:,g c LCS Software by TJI<M Transportation Consultants Condition: pn 98dhBA E~ no wlp 98 Bs In ~CN 901 SanRalXlnV~I-580 WB Off Peak ~ ------------------------------------------------------------------------ TJI<M METB:D RICE' nnID LEFT --------- A 101 1415 I 0 I <--- v --> o --- 0,0 1,9 2,0 0.0 o ---> 0,0 (N:), OF LANES) o --T 1,9 0,0 2...0 1,9 v <--r 2211 r-s:> LEIT TBRIJ RICE' Split? N STREET NAME: SanRanonVally ___~____~__~__~~~___~j9____5zBAL______ ~__~~:ff:__________________________~~~_____~~~~_____2~~~_______ ~__~s~__________________________~~~_____~~~~~~__________________ ~_~~~_~l__________________________!Z~~_____Q~~Q~__________________ WB ~ (1~~) 0.1481 LEIT TIlRU RICE' W~E S 11/78 . 09/21/00 . A I S1Jlit? N 2.8 ---~ 854 RIGHT 0,0<--- 0 TBRIJ ~~ 2.0 j-- 423 LEFT v . SIG WARRANTS: Urb=Y, RUi=Y . . iii LCS Software by TJI<M Transportation Consultants Condition: pn 98dgBA E+AwSwyffil\RTAlL w/ wlp 98 Bs In lNl'EIlSFX:TIrn 901 SanRalXlnVal:!-y/I-580 WB Off P ak.Dl,~ Count. Date Time e == ------------------------------------------------------------------------ TJI<M METB:D RICE' 'l'HRlJ LEET 101 1415 lOA <--- V ---> 2 8 1-~pli8t54? NRI~ 1,9 2,0 0,0. "'.... STREET NI'.ME: (N:), OF LANES) 0.0<--- 0 nnID 1-580 WB Off <~~~ 2AO !~~> 2.0 r- 422 LEFT J Ja J&1 SPlit: N STREET NAME: SanRanonVally ___~___~~___~__~~!"f____~~9___~LE______ ~__~~:ff:____~~_______~~!_______~~_____~~~~~_____~:~~~~_______ ~_ ~f~:____~g~~______!g~~______~~~_____~:~~~ _________________ ~__~~_~~l_______Q__________2_______!~_____~~~_2~________________ WB ~~ ~~ '* ~~8 8:U~1 0,1481 \'CITY RATIO RR THE ~CN: 0,80 -~~~: 8:g~ lEVEL OF SERVICE: D ~L~~8OOBA.M',CAP=EO-P.MEM.TAB LEFT TIlRU RIGHT N W+E S 8.80 ,07 0,87 D .. .. . .. 09/21/00 ... A o _J 0,0 o ---> 0,0 o ---I 1,9 v . SIG WARRANTS: Urb=Y, Rur=Y . .. . . tlIIlIi . . I.a3 SoftNa.re by TJKM Transp:>rt.at.ion Consultants ,-Conditica1: pn 98 dhBA ~ no wlp ro Bs Ln . 09/21/00 , [N'.w<:;i,I;j.;!ICN 903 Foothill Rd./I-580 EB Off P akPI.EASAN'J."OO ~ .Count Date Time e EIour , !~~~-~---- RI~-~-~------------------------------------- Cor 838 _-1 2.0 <i~9 2':0 o~o> o,oL~lito NRIGHT STREET NAME' .. .hmtJ 0 ---> 0,0 (}D. elF I..ANES) 0,0<:--- 0 TBRIJ 1-580 EB Off RIGHT '844 'I 2.8 <~~ 3..0 !.:.~> 0.0 T- 0 LEFT f~~E v b 617!S4 v SI~y t ; S LEFT TBRI.l RICE: Split? N S'mEEI NM'E: Foothill Rd. . fl___~____~__~___~~__~~___~~______ L.....~ RICE: (R) 654 654 1725 0.3791 k ~___!HRU_i!l______~Z_________~Z_______~!~___~~~______________ SB _(~) J}~ J}~ ~r~ 8:~~59 0,3707 ~EB-~(~,-----~~-------~~-;-----~~g-----8~~~-----~~;~;;------- t ---------------------------------------------------------------------- .. ~RATIO FCR~ IN'l'ERs&:TICN: 0:65 E' !N'1ElSEcrICN- LEVEL ~~: 8. }g i_;~~a~~BBA,PMY,CAP=ro-lMM.TAB ro- , f n lo .LCS Software by TJKM Transportation Consultants Condition: pn 98 dgBA EAwSy+&.RTALL w/ wlp ro Bs Ln 09/21/00 r~CN 903 Foothill ~~-580 EB Off Peak~ t TjKM-MEiBoo --------RI~!BRU-LEFT--------------------------------- " . ----------- 81f12r I 0 ^ I <--- v ---> I Split? N ~LEFT 838 --- 2,0 1,9 2.0 0,0 0.0 --- 0 RIGHT STREET NAME: bTBRIJ 0 ---> 0.0 (N:>. OF LANES) 0.0<--- 0 TBRIJ 1-580 EB Off tRIGHT 842 --T 2,8 <~.:.~ 3...0 !~> 0,0 r- 0 LEFT v -16b1,54 v ~ TIlRIJ JCE: Split? N S'mEEI lW1E: Foothill Rd. cmGINAL ADJUSTED V Ie auTICAL MJ\IEMENT \tlLlM: VI:H1.M&* CAPPCITY RATIO V /e ,------------------------------------------------------------------------ F !~-~~-----~~--~----~-------~~~----~~~~------------------ ,si3 RICE: (R) 817 817 1725 0.4736 ____~_S!l______~_____~~~_______~~~_____~.:.~Z~~_____Q.:.~ZQ~_____- p~~J~~E4~~--~t------J~~-:----~lL-J1~----- O,2~_______ t mT~~ INTERSEX:TICN: 8:~ ~~d?: o.7e r~~~~~~8OOBA.PMY,CAP=ro-lMM,TAB r--w ~ E ,. S ~ , SIG WARRANTS: U:tb=Y, Rur=Y r-: 1 i /cJ79 I.a3 Software by TJ1<M Transportation Consultants Condition: pn 98 dhBA EAwSy+BARTAU. no wlp PO Bs In 09/21/00 IN1'ERSl'l:TICN 903 Foothili Rd,/I-580 EB Off PLF.ASAN'l'CN Coont Date Time Peak EIour ------------------------------------------------------------------------ TJ1<M MF.:'lHD RI; Ef j5 ^ I <--- v ---> I Split? N LEFT 945 --- 2,0 1,9 2.0 0,0 0,0 --- 0 RIGHI TERU 0 --> 0,0 (N:>, OF LANES) 0,0<--- 0 TBRIJ ~~I~ ~~ 869 t 2,8 <~.:.i 2~~ i:~ 0,0 r- 0 LEFT S~Y S LEFT T8RlJ RIGHI' Split? N STREET NAME: Foothill Rd, --~-----~~--~---~~-----~~--~~--- NB RIGHT (R) 695 695 1725 0,4029 TBRI.l (T) 2196 2196 5175 0,4243 0.4243 ------------------------------------------------------------------------ SB ~(~) ~ ~ ms 8:~~~ ------------------------------------------------------------------------ EB RIGHT {R) 869 482 * 2970 0,1623 . LEFT (L) 945 945 2970 0,3182 0,3182 ------------------------------------------------------------------------ ~PCITY 0,74 rorAL \Ul.M;Ft.:R LCS 8,12 INTERSEX:TICN LEVEL CE: ,8D * l\DJUS1'ED FCR RIGHI TUBN rn RED ~ro-BllSE. INT, VOL=98ANBI\RT ,1M\i'+98DHBA.1M\i' ,CAP=ro-lMM. TAB LCS SoftNa.re by TJKM TranSportation Corisultants Condition: pn 98 dgBA ElIwSy+l3AR1'AL wi wip PO Bs Ln 09/21/00 INTERSFJ:TICN 903 Foothill Rd,/I-580 EB Off PLF.ASAN'l'CN COOlit:Date T:1IIle Peak Hour ------------------------------------------------------------------------ TJKM MF.:'lHD RIGHI TBRIJ LEFT ----------- i <:1 12f L> I Split? N LEFT 945 --- 2,0 1,9 2,0 0,0 0,0 --- 0 RIGHT STREET NAME: TBRIJ 0 ---> 0.0 (N:>, OF LANES) 0,0<--- 0 TIlRIJ 1-580 EB Off RIGHT 859 -~ 2,8 <Q.:.~ 3..0 !.:.~> 0,0 T-- 0 LEFT v - I 21!5 !95 v :r.r:J TBRIJ RICE: Split? N STREET NAME: Foothill Rd. ___~___ ~___~___~~____~.E___5Z~______ ~__~i~~____~~~~_______~~~______~~~_____~~~~____~.:.~~~____-- ~__~i~~____~~_______~~_______~~~______~~~~~__________________ EB r1W(~) ~ ~r~ * ~~8 8:H~~ 0.3182 ------------------------------------------------------------------------ N W+E S SIG WARRANIS: Urb=Y, Rur=Y 8:ia a.8t * l\DJUS1'ED FtR RICE: TURN CN RED IN'l'=-B:>-BllSE, INT, VOL=98AW1lART .EWt98OOBA.1M\i' ,CAP=B:r1MM. TAB ,..- ~ . . t r ~" r PLEASANTON BUILDOUT DEVELOPMENT LIST r-: 1 r: ~ ...- i : - t i ' u,8D ng k.. i- I.N . C;S <:> icJ8J 3~000000~~~O~~OOOOO~~O~OOOOOO~~~000~000~0000~O~00 - ~~~""~=~~$~~~~~~~~~~~~~~~~~~~~m~g~~~~~~:~~!~~~~ N "" "" ~~ r 1 8$~~~""N~~~~$~~~re~~N~g~~~~~~~~~~~~~~~~O~~~ ga;eC\i cc 0; co;, "" l t ~=~~""~=~~~~~~<:>~~~~~~~~ffi*g~~~~~~~~~re~re~o~~""~=~~!~~ c;: r- ~ !t r i r >- j: (/) ~ "CI (I) to 'C a. :::> ;g (I) u ::s 'C (I) a: . 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'" ::J ~ ~ w u: 0 0 en '" /if 0 0 ,.,. u: d d cO u.. ~ ;;; - 0 C> C '" c:J ..J en 0 0 ..... e. w E l;; ~ 13 g E :I: 0:: ,g -' u: 0 0 N :E /if 0 0 "" C :iE d c::; .n w 8 ~ ~ a: C\l ::> u u.. en U 0 0 ~ 0 :iE '2 :z ::> ::> u.. .!!2 0 <:> Lt) en '2 ~ ::> -.r :iE u.. en ~I CX) !I~ ~ r . ~ , . ..., -.r N (088 r , . ...- , ; PLEASANTON LEVEL OF SERVICE WORKSHEETS: GENERAL PLAN BUILDOUT (NO PROJECT) r , ! PICS So~e by TJ1\M Tr~t.iCln ~ Condition: an 98 dj60 PIJR/Sy NoBARr no wlp 98 BaSe Lanes 09/21/00 ~Ul.l'l . 302 Foothill ~~lin Canyon E'eak~ ---------------- -------------------------------------------- TJllMME'l'Im --------- A RI~~~ I c- v ---> LEFT 224 --- 2.1 1.9 3.0 2.0 TIlRlJ 89 ---> 2.1 (00. OF LANES) RIlE 175 --I 1.0 c~~ 3...1 !.:.!:> v J J6 125 LEFT TIlRlJ RIGiT Split.? N smEET WME: Foothill Rd. r---~-~~-~---~~,.-~~~---~---- t NB mf~E) 9~ ~ ~~~ 8:b; T + R 951 5100 0.1865 0.1865 ------------------------------------------------------------------------ SB ~~) ~Po ~~5 3m 8:m~ rrn--ir~~)----,.ii~--------~~-;---~~---,.-~~~~---~.:.~---- ~L ~d 224 ~~ ~7Sg ~ 8:8~~ 0.0720 ------------------------------------------------------------------------ [we lJf~ft) 2~ ~ * im 8:8~8 0.0070 va..!ME-'!'O-CAP1CIT.{ RATIO KR TIlE ~CN: .. 0.59 m~~~: 8:sg ~ . INrERSEX;l'ICN IEVEL OF SERVICE: ... . B t '~.ii1f,~~8DJJ.~ APl'LIEO rW~E A I Split.? Y 2.5 --- 21~ RIlE STREET WME' 1.0<-- 12 'l'BRlJ Dubliil Canyin 1.0 f- 5 LEFT v SItl~Y H i . ICS Software by TJ1\M Transportation Consultants . 'Conditicn: an 98 cli60 'IrM/Sy NoBART w/Wf2 98 Base Lanes 09/21/00 ~~CN 302 Foothill ~.4eDublin Cany= Peak ~ ~~JKMI~---------RIGBr-iHRU-LErr-----------,.----,.------------ f----- A21f i81121 A I <-- v ---> I Split? Y 225 -- 2.1 1.9 3.0 2.0 2.5 --- 219 RIlE 89 --':> 2.1 (NJ. OFLANES)l.()<:--;"" J.2TERU ~ ~ 175 -1 1.0 <~.:.Q 3...1 !.:.!:> 1.0 1- 4 LEFT v J ~ J~ Split.: N smEET NAME: Foothill Rd. __~_ ~__~__ ~~___~~____57~_____ r:J';~~~_:~______~~_____H~__~~~m___~~~_____ SB RIGIn'~) 2i7 217 1725 0.1258 mY ~d l~i 18~i ~~g 8J~~ 0.3438 Frn ~~)--l--~~-;-,.,.-]~m ~--~]fJ-,.-:::------ ------------------------------------------------------------------------ we _~) . :& * trz2 8:8898 0.0070 r LEFT ks 4 1650 0.0024 . \ LEFT fTERl1 ; )UlE N rW!E I.; SIG WARRANTS: Urb=Y, Rw:=Y r: . ~ L w89 l.CS Software by TJIiM Transportation Consultants Condition: pn 98 dj60 I!I::M/SyNoBARl' no wlp 98 BllSe Lanes 09/21/00 Th~.tICN 302 Foothill Rd./DUblint:ariYClri.. ..< . "'l't.EIISAN'lOr Count. Dat.e Time Peak Hour -------~--------------------------------------------------------------- TJIIM MI>1B:D ----------- A RI~ ~ ~ A I <--- v ---:> I Split.? Y LEFT 300 --- 2.1 1.9 3.0 2.0 2.5 --- 117i EIGHr TIlRlJ 43 --:> 2.1 (00. OF LANES) 1.0<-- 65 THRU ~ ~ RIGHT 294 --I 1.0 <~.:.~ 3...1 ~.:.~:> 1.0 T-- 73 LEFT v 17! 16!0 114 v LEFT TIlRlJ RIGBT Split.? N STREET NAME: Foothill Rd. . N W+E S SIG WARRANTS: Urb=Y. Rur-=Y __~____~~___~_ CtIP~___~~__~8^::_____ NB RIlE~). 14 14' 1650 0.0085 ~ ~d 1~~81f18 ~98 8:5~~~ --_!_!_~------------------_!~~~------~~~-----~.:.~~Q~-----~~~~~~------- SB ~~) 1m 1m !i13 8:M~ LEFT ~L~ 593 593 2970 0.1997 0.1997 ------------------------------------------------------------------------ EB _(~) ~. 2~~ * m8 ~ 8:6m 0.1297 ~L(L) 300 ~2g 276g s 8:8~5 ------------------------------------------------------------------------ we -~B) 0.1949 0.85 8.04 .89 l.CS Software by TJIiM Transportat.ion Consultants Condi.t.ion:' po 98 dil30 r:!f:)>,/Sy N6BAR:r w/'r1I2 98 Base Lanes 09/21/00 ~~(N 302 Foothill ~~lin Canyon Peak~ ------------------------------------------------------------------------ TJIiM MI>1B:D RIGiT TflRl.J LEFT 19j 1012 r A c--- V ---> I ~t.? Y 1.9 3.0 2.0 2.5 --- 1172 RIGIfi' STREET NAME: 00. OF LANES) 1.0<--- 65 TIlRlJ Dublin CaD;yon <~~~ 3...1 !.:.!:> 1.0 r- 89 LEFT J Ju Jtk Split: N STREET NAME: Foothill Rd. ____~____~__~ _'!!!~___iJffio __~!zE_____ NB ~ (L~) 16M 16~~ ~~68 8 :g~~~ ~R( ) 170 lS~ ~68 8:g~~~ 0.3267 ------------------------------------------------------------------------ SB RIGHT fR) 195 195 1725 0.1130 __~ ~LL__=~_____=~t_____~~___J~~~_____~.:.!~~_______ EB RIGIn' t) 294 . 214 * . 1650 O. J.297 0.1297 ____~~~______:~~________~~_______~~~JI___~~~~_________________ we ~(f~) 11~~ 5~! .,. ~1~ 8:6~9 0.1990 LEFT (L) 69 69 1650 0.0418 ~~Th.L'~.uCN: 8:S~ ~-~~: O.BB ~.~,e~&nI68.~~ Al'PLIID A LEFT 300 __1 2.1 TERU 44 ---:> 2.1 RIG8T 294 --I 1.0 v N W+E S SIG WARRANTS: Urb=Y, Rur-=Y r.cs Software by TJKM Transportation Consult.ants Condition: po 98 dj60 'IrM/Sy NoBARI' no wlp EO Base Lanes 04/22/00 ~ 302 Foothill ~~lin Canyon Peak ~ ------------------------------------------------------------------------ !~-~ A RI~'~ I <--- v ---:> un 224 -- 3.1 1.9 3.0 2.0 TERlJ 89 --:> 1.1 (NJ. OF LANES) RIlE 175 --I 1.0 <~.:.~ 4A1 !.:.~> 1.1 r- v J J6 125 v LEFT l'HRU RIGiT Split.? N S!REET NAME: Foothill Rd. --~--~---~--~~~---~~----~~------ NB &..~ ~R) 25 25 1650 0.0152 tm ~d ~ ~ ~~a 8:~5~ T + R 951 6625 0.1393 0.1393 ------------------------------------------------------------------------ ~ ~~i1~____j~________~~_______~~_____~~~~~_____~~~~~_______ E8 g(?,-) 1~ ~~ * l8~ 8:8~~ WL(L) 224 H~ 3188 ~ 8:8~I2 0.0614 ------------------------------------------------------------------------ we mrr(~L)) 219 0 * 2970 0.0000 LEFT ( ) ~ '3 m8 8:88~5 T + L 17 1650 0.0103 ^ 2. 5 L~1:~ YRIGHT 1.1<--- 12 TERU ~ ~ 5 LEFT W~E S SIG WARRANTS: Urb=Y, '-~'i ICS Software by TJ1\M Transportat.ion Consult.ant.s Conditicn: po 98 di60 'IrM/Sy NoBART wfW!;P EO Base Lanes 04/22/00 INTERSEX:TICN 302 Foothill ReIT,!Dublin Canyon PI..EASAN'!tX>l Count. Date :una Peak !lour ------------------------------------------------------------------------ TJI<M ME'IBD RIlE TERU LEFT ---------- ^ 21, 8i8 1121 ^ I <--- v ---:> I SpJ4t.? Y LEFT 225 --- 3.1 1.9 3.0 2.0 2.5 --- 219 RIGHT S lWE: TIlRlJ 89 ---::> 1.1 UP. OF UINES) 1.1<--- 12 TERlJ ~ Canyon RIlE 175 -I 1.0 <~.:.Q 4...1 !.:.!> 1.1 r- 4 LEFT v ! I I v x..J1 ~ ~ Split.? N STREET lW1E: Foothill Rd. ---~---~---~---~~~----~!~----~!~------ NB ~(?,-) 9U 9II ~~ 8j~~~ WR(L) 93 94' rJg 8j~~~ 0.1382 ------------------------------------------------------------------------ ~ ~~ti~____!~~_______!~l~ ____~~~_____~~~_____~.:.~~~_______ 175 95 * 1650 0.0576 89 . 89 1650 0.0539 225 225 5100 S 0.0441 314 5100 $ 0.0616 0.0616 ------------------------------------------------------------------------ 219 0 * 2970 0.0000 12 12 1650 0.0073 4 1~ 1938 8:88~~ 0.0097 o KR TIlE INl'ERSEX;!ICN: 0.55 ~: 8:sg ~~~: B "" ADJIlSTED FCR RIGHT 11lRN CN RED S SPEX:IAL ADJtJSn1ENT APPLIED mr-B:rBASE.INT ,\UL=98&IBARX .~8DI60.J>i:IN ,CAP=ID-PMEM. TAB N W+E S SIG WARRANTS: Urb=Y, Rur='i (.090 r.cs Soft.ware by TJl!M Transp:>rtat.ion Consult.ants Condition: po 98 dj60 'f!I:M/Sy NoBARI' no wlp EO Base Lanes 04/22/00 INTmSJ;J:TICN 302 Foothill Rd ./Dublin Canyon Pl:.EI\SAN'ICN ~~-~~~-------------------!-~----------------~~~-~----- !~-~ A RIWf 1 ~ A ------- I <--- v ---> I Spgt? Y LEFT 300 --- 3.1 1.9 3.0 2.0 2.5 --- 1172 RIGBT TBRlJ 43 --:> 1.1 (N:). OF LANES) 1.1<--- 65 TERlJ ~ ~ RIGHT 294 --j 1.0 <~.:.~ 4...1 ~.:.!:> 1.1 j-- 73' LEFT W ~ E v 17! 16~0 114 v S LEFT TIlRlJ RIGiT Split.? N S'IREE:T lW1E: Foothill Bd. M:J<m1ENT CWfmf ~ CAPACITY iJ,!& ~~ NB--~tf)----~;~~-------~;~~-------~~-----~~~~i------------------ ----!-!-~-------------------!~~~------~~~_____~.:.~~Z_____~.:.~~~_______ SB _ fR) . 1m J,l 3l~ 8.1142 ____~_l~i______~~~________~~~_______~z~____~~~___~_~.:.!~z_______ EB ~(?,-) 2~~ 21~ "" 19~ 8:6m 0.1297 ~L (L) 300 ~2g 3188 ~ g:8~ WB--~~~)----ii~i--------5~~-;-----~~-----~~~!ii-----O~949------- T + L 138 1650 0.0636 VOLtM;-~m;lWlfJfR-r>>. INTEl'lSEX:TICN: 0.77 ADJUSTMENTtM; L~'''' 0.08 ~ICN-~~~?: 0.8a "" ADJUSTED FCR RIGHT TURN CN RED S sm:::IAL ADJUS1MENT APPLIEIl IN'r'=-ID-BlISE. INT, VJL--g8BNBl\RT .~98DJ60.!MIl ,CAP=ID-PMEM. TAB . .. . SIG WARRANTs: Urb=Y,-RUr='! .. . . .. .. .. r.cs Soft.ware by TJl!M Transp:>rt.ation Consultants Condition: pn 96 cli60 Pt:M/Sy NoBAA1' w/WI..:f 00 Base Lanes 04/22/00 ~CN 302 FoothiU ~1keDublin Canyon Peak ~ ------------------------------------------------------------------------ TJl!M MEnm RIGIT TIlRlJ LEFT ----------- A 19T 10,2 j81 I <--- v --:> LEFT 300 --- 3.1 1.9 3.0 2.0 'l'BRlJ 44 ---:> 1.1 (N:). OF LANES) 1.1<--- RIGiT 294 --I 1.0 <~.:.~ 4..1 !.:.!> 1.1 1- W ~ E v 17! 161 114 v S LEFT ~ RIGiT Split.? N STREET lW1E: Foothill Bd. ___~____'WJ!.f.___~__~~_____~!~____5Z~______ NB ~(fL~) 1~ 163~ ~~ g:~2~i T'+LR( ) 170 1Mg mg 8:~~lI 0.2441 ------------------------------------------------------------------------ SB _(t~) 16~~ 16~~ !I~ 8:M~~ LEFT (L) 581 581 2970 0.1956 0.1956 ------------------------------------------------------------------------ E8 RIGHT .l.R) 294 214 * 1650 0.1297 0.1297 ~ ks 3~a 3a~ !i58 $ 8:8~g~ T + L 344 5100 $ 0.0675 ------------------------------------------------------------------------ we ~(t~) ll~~ 5~3 * rs~ 8:6~~ 0.1990 ~L (L) 69 ~ ~38 8:8M~ VOLtM;-ro-cAPACITY RATIO KR TIlE nf.('E.f<::iI:~,;:!:I~: 0.77 ~~&J~: 8:gg INTI:RSfcrICN LEVEL OF SERVI~:, D " ADJUSTED FCR RIGH'l' TURN CN RED S SP.B:IAL ~ APPLIED INT=-B:rBASE. INT , ',U.=98lNlART . EMV+98DI60.!MIl ,CAP--Kl-PMEM. TAB- . .. . A 2.5 L~~~ YRIGlT S'lREET lW1E: 65 TIlRlJ Dublin Canyon 69 LEFT . SIG WABRANIS: Urb='i, Rur=Y "4 . . . '1 . . .. . r~ Software' by TJKM Traosportaticn Consultants ~.. ndit.icn: an 98 dj60 OCM/Sy NoBARI no wlp sa Base Lanes 04/22/00 mJ.1:ftJa~w 304 Foothill ~~tcnericlge Dr Peak ~.. , , ~-------------------------------------------------------------------,. i~~ A RI'~r' I <-- v ---> 4 --- 1.0 1.1 2.1 2.0 30 -> 1.1 (N:>. OF LANES) 3 ---I 1.1 1.0 3..1 1.1 v <--- ---:> ~ E ! 515 172 lr smxr~~oo= :~t? N ~___~~__~_--~~l!_~~--_-~7~_---- F"" RIGB1' ft) 72 72 1650 0 . 0436 . L~_~~~_~____~~~_______~t____j~r~__l~_____Q~~_______ ~ ~ (~) 36~ 36~ ~~1g 8: ~~~ ftVL) 317 ~M ~~g 8J8~ 0.1067 r----~ff)------~--------~-------ii~-----~~~~~------------------ ---_!-!~-----------------~~-----_!~~-----Q.:.Q~Q-----Q.:.Q~Q------- RIGB1' ~) 529 212 * 2970 0.0714 ~ ~t~ 16~ 1a~ l~~ 8:8M2 0.0624 ~~~m~J.1CN: 8:10 ~~-~tj~9: 0.4i r~.W},\a-~JmsBDJ60.H1V,CM'=98PMM.TlIl3 ~ rLEFT .!IJ -, '~ .m A 2 5 L~p~~ NRIGIIT . STREET WM:' 1.0<-- 19 TIlRlJ Stoneridge Dr 1. 0 r- 103 LEFT v SIG WARRANTS: Urb=Y. Rw:=Y r-. , l Software by TJ!(M, Transportation Consultants tmtion:an 98 cli60 "f!/::NI/Sy NoBART wfW!;P sa Base Lanes . 04/22/00 ~CN __:~~_:,.~~~ ~~Stoner:~~~~__~~~~__,.--,.,.,.,. ~ MEmD RIG8l' TBRL1 LEF'l' . , . ," I';---~ A.'... f 3j f17 A , I <-- v --:> I Sp4t? N LEFT 4 - 1.0 1.1 2.1 2.0 2.5 --- 547 RIGiT STREET lW1E: ~ 321 ===> 11.11 (001 O' OF3 LANES1 1 1) 11.0<0 === 12n 'l'BRlJLEFT Stoneridge Dr ~"':ll'h I' <-~- .. -~:> . I ~~ E v j ~ J&1r Split: N [~__~~~-;E!!___~!2___5Z~______ SIG WARRANTS: Urb=Y. Rw:=Y r ~~) ~~ ~ lil ~~~~~ 0.1110 I - RI~~)-------a--------~-------i650-----o~ooia-------------"--" lWf td ~r9 ~f9 ~~5 8j~9 0.1067 I + R 339 3375 0.1004 ~--------------------------------,.,.,.-,.---,.,.,.,.~,.,.,.,.,.,.,.~,.,.-------,.-,.- ! ~(~) 3f 3f Ig38 8:8~M t___ ~R(~___~________~~___~g38_____~~~~~____~~~~~~_______ we RIlE fR) 547 230 ... 2970 0.0774 0.0774 r..... fm! ~d ~ ~ ma. 8:82~9 e" _~~~~CN: 8:~8 Iln:&<SEX::l'Ial LEVEL OF SERVICE: A r~.~.~~Ji~!~98DI60.PMV,CM'=981\MEM.TAB 1;,.",; (c;9/ I LCS Software by TJ!(M Transportation Consultants Condition: pn 98 dj60 'IrM/Sy NollAR! no wlp 98 Base Lanes 04/22/00 INTERSECTICl!T 304 Foothill ReI ./Stonericlge Dr R.EASAN'1tN Count Date Time Peak Hour !~=~--~-----'-~-rr ---~------------------- I <--- v ---> I Split? N 2 --- 1.0 1.1 2.1 2.0 2.5 --- -77~ RIGHT 30 ---:> 1.1 (00. OF LANES) 1.0<--- 45 THRU ~=i~6r W ~ E 6 --i 1.1 c!.:.i :1: t~:> 1.0 r- 110 LEF1: Sra~y S LEFT THRU RIGHT Split.? N S'mEETlW1E: Foothill Rd. ___~___~_____~__~~___~YO __~~____ NB If~tl) 48~. ~8~ U~ g]~~ 0.0042 T + R 470 5100 0.0922 SB--~~fti-----~J------i~----II----[~~ -~~~:---- ------------------------------------------------------------------------ EB If fir 3~ 3~ l~ 8:8~~ .. T + R 36 1650 0.0218 0.0218 ------------------------------------------------------------------------ we ~~~) ~~~ ~~ * ~~ 8:~~~ 0.1030 ~~Bf nm&$:XICN: 8:~ .,. ADJUSTED FeR RIGIIT TURN CN RED INl'=98BlISE. !NT, \UL=98BNBl\RT . EMV+98DJ60.:EMV, CM'=9&MEM. TAB LEFT TIlRlJ RIGHT LCS Software by T.M-1 Transportation Consultants Condition: pn 98 cli60 'f!t>I/Sy NoBART w/Wf2 98 Base Lanes 04/22/00 IN1'ERSEl:TICN 304 Foothill Bel, /Stoneridge Dr . PLEASANTCN Count Date TJlJI9 Peak-Hour . 'rJKM Mel:M---------Rioo-iEiITi:m ----------------------- i T 126 <--- v ---:> I Split? N 1.1 2.1 2.0 2.5 --- 771 RIGHT STREET NAME: (to. OF LANES) 1.0<-- 34 TIlRlJ Stoneridge Dr <!.:.Q 3...1 !.:.!> 1.0 r- 127 LEFT ~ ~ J~ SPlit: N SlREET lW1E: Foothill Rd. __~____~~___~__CAPE!!___~9__5Z~_____ NB -~i~) 3~ 3~ 3~58 g:8~ ~R ,~ 21 4tI s~a8 8:8~ 0.0127 SB--RIGBT-~)------io--------,.io------,.i650-----0~OO6i-----,.------,.-,.-- tiWi fd n~ n~ ~~~ 8:ffi2 T + R 783 3375 0.2320 0.2320 EB--~~)-------4--------~;i------~~---~Oo-~--~----------- WR~d 3~ 3~ rs38 d~~ 0.0012 ------------------------------------------------------------------------ 771 345 * 2970 0.1162 0.1162 J~ J~ ~~a 8:87'6 I"QTY RATIO KR TIlE IN'!ERSEX:TICN: ~~: LEVEL OF SERVICE: ~.Thl.M~N+98DI60.l:MV,CAP=9&MEM.TAB LEFT TIlRlJ RIGHT A 2 _J 1.0 31 ---> 1.1 4 --I 1.1 v SIG WARRAN'IS: Urb=:i. Rur-Y N W+E S 0.36 0.10 0.46 A ~ . ; Software by TJ1\M Transportation Consult.ants :Jdition: an 98 dj60 'I!f::NI/Sy NoBART no wlp 98 Base Lanes 04/22{00 ~CN 313 Hopyal:d Rd.. [Stoneridge Dr J?l.EAS/l.NTCN mt. Date TJJDe Peak Hour ---------------------------------------------------------------------- ~ METItD ----- A RI, ~ ~ I <--- v ---> FT 197 --- 2.0 1.9 3.0 2.0 RII 1617 ---> 2.0 (00. OF I.ANES) GaT 526 --I 2.0 <~~~ 3...0 !~> 2.0 I-- v 59! sk 188 v LEFT TERI.1 RIGBT Split.?, N smEET NPME: Hopyard Rd. -~-- ~---~--~~----~~----~~~------ :_-~~!~-----~--------~-------~~-----~~~~~-----~.:.~~!~------- :_ ~~f~_____~_______ ~_______~~~_____~~~~I~_____~~~~~~_______ ~ IWf ~) __-=~____:~~ * _____~~ __J:~~ ___~~~~~______ 225 225 1725 ' 0.1304 10~ 10~~ ~~5 8:5g~ 'ACITY ~ ~ INTERSFI:rICN: -~/!CIn~~' CN LEVEL OF SERVICE: ~.iif,~~~.Ml,CAP=9BtMM.TAB A I SpliM N 1.9 -- 225 RIGBT 3.0<-- 1066 'IlllID ~=~i~Or 24 LEFT LCS Software by TJIIM Transportation Consultants Condition: an 98 cli60 'I!f::NI/Sy No:BART w/Wf2 98 Base Lanes 04/22/00 ~ 313 Hopyard Rd...ISt.cneridge Dr P ak Pl.EASAN1'CN COi:i[jt-Date ~JJDe e Hour ------------------------------------------------------------------------ TJKM MET!D) RIGHT 'l'BRlJ LEFT ---------- i <:1 3f L:> 1.91~~r~ NRIGHr LEFT 220 --- 2.0 1.9 3.0 2.0 ~ NAME: 'IHRI1 1377 ---:> 2.0 (NO. OF LANES) 3.0<--- 1058 THRIJ St.cneridge Dr RlGBr 190 -1 2.0 <~.:.~ 3...0 !.:.~:> 2.0 r- 32 LEFT W ~ E v :J ~ j~ Split.: N ~ NllME: Ecpyard Rd. __MJVM;NT__~__~__~~___~!9__~!l~______ ~ ~lti~_____~~~____ ~~-----~~-----~~~~----~.:.~~~------- :J~f ~ft) _J~_____j~t____~~~_____~J~~____~~~~~:_______ ~-~~~---~~------:~~~----~---~~~~!_----~~===:_------ WB Sr~ 8:foZ2 2970 0.0108 ~E S SItl~y 0.0081 0.78 8:g~ D SIG WlIRRANIS: Urb=Y. Rur=Y 0.0108 0.60 0.10 0.7R ~qz- LCS Software by TJKM Transp:>rtation Consultants Condit.ion: pn 98 dj60 'IrM/Si NoBI\RT no wlp 98 Base Lanes 04/22/00 IN'l'.E!lSEl:TICN 313 Hopyard Rd . [Stcneridge Dr P ak PI..F.IISAN'l'CHour ~~_~~~___________________T~_________________~_____________________ TJ1\M MEnD) .. III ----------- A , RI~ ~ ~ I <_J t L_> I Split.? N LEFT 453 --- 2.0 1.9 3.0 2.0 1.9 --- 34' RIGBT 'IHRI1 2278 ---> 2.0 (ro. OF LANES) 3.0<--- 1048 TIlRlJ ~i~6r RIGBT 670 --I 2.0 <~.:.~ 3...0 !.:.~> 2.0 I- 191 LEFT W ~ E--..-.'- v 71~ 8!6 177 v S LEFT 'nlRlJ RIGiT Split.? N S'mEET NIlME: Hopyard Rd. ___~____~~___~____~~____~!e___~~______ ::__~~ii~_____2~~________~~_______~~_____~~~_____~.:.~~~!__~---- ::__~i~~_____~~~________~~~_______~~~_____~~~~~_____~~=~~------- ~___~~tl~____~~~_______~~~_:_____~~_____~~_____~::O~_______ 347 347 H25 0.2.012 1~~ l~~i ~~a 8:8~~ 0.0643 ITY RATIO KR THE INTEElSECTICN: 1.11 ~~&Jif: U~ OF SERVICE: F ~.ii1f,e~~60.FMV,~.TAB iii SIG WiRRAN1'S: Urb=Y, :RUt=Y .. . 11III wi .i .. LCS Software by TJ1\M Transp:>rtation Consultants Condition: pn 98 cli60 'OCM{Sy NoBART w/WLP 98 Base Lanes 04/22/00 ~~~--_:=:_~-~!~~~=~~-~----~~~-------- TJIIM ME1HD RIGBT 'IHRI1 LEFT ----------- ~ 231 T r A I <--- V --> I Spl!t? N LEFT 438 --- 2..0 1.9 3.0 2.0 1.9 --- 343 RIGHr STREET NPME: THRU 1827 ---> 2..0 (NO. OF LANES) 3.0<--- 955 'l'BRlJ Stoneridge Dr RIGHI 321 --j 2.0 <~~~ 3~0 ;.:.~:> 2.0 1-- 222 LEFT v) 5!7 184 v rm TElRU RIGiT Split? N SmEET NAME: Hopyard Rd. ___~____~~__~___CAP~-2tA!~----5~---- NB ~(f1}) sS~ sS~ 3H3 g:8~~6 LEFT (L) 470 470 2970 0.1582. 0.1582 ------------------------------------------------------------------------ SB ~~) ~~~ ~~8 3I~ 8:B~r 0.1391 ____~_i~l______~~~________~~_____~~_--~!!!!------------------ EB ~(t~) 1~~7 1~7 * ~s8 g:~M 0.5296 LEFT (L) 438 438 2970 0.14Z5__ _ __ _______ WB--~-~j----~i~--------~-------~I~----~i~~ - - - --- LEFT ~d 222 222 2970 0.0747 ,0.0747 ~~~T CN: 8:5~ ~lnt~~ 0.9~ " ADJUSTID KR RlGiT TURN CN RED ' IN1'=98BASE. INI, VClL=98&lBART .EMVT98DI60.EMV ,CAP=98AMEM. TAB .. ,~ . III N W~E SIG WARRANTS: Urb=Y, Rur-=Y . . . .. . . . fl Software by TJKM ~ransportation Consultants :' clition: a'lt98 dj60 J:J::M/Sy NoBARX no wlp ro Mit. Lanes 04/22/00 m=lICN 313 Hopyard Rd. (Stoneridge Dr . Pl.EASAN'.l'rn ht~-----ro,"'-,-,."!~~~---~,.,.----":"":"-::":"~~- Bou::____________ -t- ---- . A A I <--- v --> I Split.? N r.ro 197 -- 2.0 1.9 3.0 2.0 1.9 --- 225 RIlE -tl 1617 ---:>3.1 (00. OF LANES) 3.0<-- 1066 TIlRlJ ~~Ji~6r r It JT 526 --I 2.1 c~~ 3...0 !.:.~> 2.0 1- 24 LEFT JE v 59~ 5b 188 v SItl~Y f IDT TERlJ RIGiT Split.? N J smEET ):WE: Hopyard Rd. ---~----~-~ --~~---~~---~~----- lr" RI<ilT ~) 88 88 1725 0.0510 ~. ....r.wt ~d ~ ~; ~7~ 8:~aI6 0.2010 ;~' ..~)-,.--- ~,.----r~-------M~r---[i~ir----~~~~;~----- ~.;,--~~ff)----~~------~~i~-;-----~~----~~~~------------------ I T + R 2063 6420 0.3213 0.3213 . .--------------------------------------------------------------------- WB.. ~ Cpp 1~ ~~ 3I~ 8 J5g~ r LEFT (L) 24 24 2970 0 . 0081 ~ _~B~~CN: .r Software by TJ1<M Transportat.ion Consultants tclition: an 98 cli60 J:J::M/Sy NoBART w/yu EO MftLanes 04/22/00 COun~gCN 313 Hopyard Rdt!ietcJneridge Dr Peak ~ ------------------------------------------------------------------------ ~ ME:nm RIGHT TERlJ LEFT ~.. ----- A 11i 3f5 roo ~ I <--- v --:> I Spl4t.? N ~ 220 --- 2.0 1.9 3.0 2.0 1.9 --- 219 RIGHI STREET NAME' '1;=II 1377 ---> 3.1 (N). OF LANES) 3.0<--- 1058 TBRIJ Stoneridge Dr fm 190 --I 2.1 <~.:.~ 3...0 !.:.~:> 2.0 f- 32 LEFT W~E v ~~ 133 v, ~ RIGHT Split? N t SIREE1' WME: Hopyard Rd. " CRIGINAL ADJUSTED V Ie' CRITICAL ___~___ ~__~__~~!!!____~9_______Y.L~________ NB RIGHT CR.) 133 4133 17125 8..0793731 r- ~ ~B ~~~ 3~5 ~9~5 0.~46 0.1246 f · '-_-~)-----!~~-------~~~-------!r~-----O~0655-----~~~;~~------- ____LEFT-1~1_____~~_______~Q~_______~~~_____~~!~!~_________________ .~ ~(~) l~W . '1~19 * ~I68 8j;68 0.2700 t. ~vtl 220 1~9 m8 8:~~1~ ~ , RmiT- ~) --,.21g------iig-----i725 ---0-1270---,.-,.-------,-- 'fWf fd 10~~ 10~~ ~75 8:~~~~ 0.0108 r..... .... u-E-'!O-CAP. KR ~. IN'l'f.f<SEX::J:ICd: 8Jg , . [J~ 0.58 . CE: A n~l~Jh~~.~8DI60.PMl,CAP=MIT-tlMEM.TAB r t . SIG WARRANTS: Urb=Y. Rur=Y r I . /.tC}::; LCS Software by TJ1\M Transp:lrtation Consultants Condit.ion: pn 98 clj60 'f!I:M/Sy NoBART no \'lIp ro Mit Lanes 04/22/00 ru~11LN 313 Hopyard Rd. (Stoneridge Dr ~ ~~at.e----_--------_~-~!~----------------~2k ~______________ TJl<M ME:'lm) RIGHT THRU LEFT 21 7r ro <--- v ---> 1.9 3.0 2.0 (N). OF LANFS) c~.:~ 3...0 !.:.~> 7l! 8~6 177 LEFT TIlRlJ RIlE Split.? N STREET N/lME: Hopyard Rd. ---~----~---~---~~~---~!~---~~~----- NB RIGffl'~) 77 77 1725 0.0446 ~ ~t5 f1~ m ~~75 8J~5f 0.2401 ---------------------------------------~-------------------------------- SB ~(~) ~~~ ~~~ 3H~ 8:l~ 0.1498 LEFT (L) 330 330 2970 0.1111 ------------------------------------------------------------------------ EB RIGHI~) 670 590 .,. 2970 0.1987 fWf fd ~~ 2m ~98 8:~ 0.4467 T + R 2868 6420 0.4467 ------------------------------------------------------------------------ WB ~(f!}) 18t~ 3I~ 8:~M LEFT (Ll 191 2970 0.0643 0.0643 INTERSEl:TICN : ~ LEFT 453 _-1 2.0 THEUJ 2278 ---> 3.1 RIGiT 670 --j 2.1 v ~ I Split? N 1.9 ---347 RIGS! STREET NlIME:' 3 .0<--- 1048 THRU 5toneridge Dz: 2.0 1-- 191 LEFT v W~E S ' SIG WARP.ANrS' Urb=Y, RuFY 8:~ O.~ LCS Software by T.n:M Transportation Consultants Condition: pn 98 cliSO JJ:i,i/Sy Nol'!ARTwtWLPEO Mitt.anes 04122./00 ~teICN 313 Hopyard Rdtfietclneridge Dr Peak ~ ------------------------------------------------------------------------ T.n:M ME1KD RIGHT THRU LEFT 23i 710 ro A <--- V ---> I Split? N 1.9 3.0 2.0 1.9 --- 343 RIGa! STREET lW1E' (N). OF LlINES) 3 . 0<--- 955 'I8Rll Stoneridge Dr c~~Q 3.0 !~> 2.0 1-- 222 LEFT J rr1 J&1r Spli~: N STREET WME: llopyard Rd. ___~____~___~__~~!!____.;Jfi~____~~______ NB _(f~) s8~ ~ sI~ 8:g~ LEFT (L) 470 470 2970 0.1582 0.1582 ------------------------------------------------------------------------ SB U fR) ~~8 ~34 3I~ O:m7 ____~_1~1______~~Q________~~~_______~~___~~!lli____~~:~______ l~H 19~1 .,. ~168 8: g~~ 0.3582 438 438 2970 0.1475 2068 6420 0.3221 ------------------------------------------------------------------------ 343 1725 0.1988 ~ ~7a 8:G9~1 TIlE INTERSEx:IICN: 0:' A LEFT 438 __1 2.0 THRU 1827 ---:> 3.1 RIGHT 321 --I 2.1 v SIG \WlRANTS: Urb=Y, Rur=Y N W+E S 0.0747 0.73 0.10 0.83 D S Software by TJKM Transportation Consultants odition: an 98 dj60 ~/Sy NoBARr no wlp 98 Base Lanes 04/22/00 ~CN 344 springdaleT~Stoneridge Dr Peak ~ ---------------------------------------------------------------------- ~~ A RI'11 I c--- v ---:> ~ 38 --- 1.0 1.0 1.1 2.1 lRll 450 ---> 3.0 (00. OF LANES) [GHT 21 --T 1.0 <!.:.~ 1...0 !.:.~> v 81 tl50 LEFT TIlRlJ RIGIT Split? Y STREET W'ME: Springdale Av --~---~---~---~~~----~~---~~------ :__~1ti~_____~~________i~ :_____!~_____~~~~_____~:~=~=_______ :a RIGHT~) 26 0 * 1650 0.0000 1m ~d 155 155 ~~g g: ggil3 ._-_!_!_~--------------------~~-------~~~~-----~.:.~~~~-----~.:.~~~~------- ~__~it!~____~~~________~~_:______________~~~~~_____~.:.~~~------- ~ ~~ 0.2661 84 I Split.? N 1 1 ---439 RIGHT . STREIIT' 3.1<--- 725 THR1J Stoneri~Dr 1.0 r-- 84 LEFT v ~E S SIG WARRANTS: lli:b=Y, Rur-y 0.40 0.10 0.50 A I.03 Software by TJKM Transportation Consultants Condition: an 98 cli60 PIJR/Sy NoBI\1l1" w/Wf2 98 Base Lanes 04/22/00 :!NlElSEX::l'ICN 344 SpringdalElT~ /Stoneridge Dr Pl.Et\SANICN CoUnt Date ~. Peak - BOI.Ir ------------------------------------------------------------------------ TJKM ME:TB:D RIGHT 'l'BRlJ LEFl' i 18 F3 A <--- V ---> I Split? N 1.0 1.1 2.1 1.1 --- 438 RIGIn' STIlEET NAME: (00. OF LANES) 3.1<--- 693 TERU Staneridge Dr <!.:.~ 1...0 !.:.~> 1.0 r- 75 LEFT - 8' is J12 v ~ 'l'BRlJ GH1' Split.? Y STREET NAM': Springdale PN ___~___~ _~___~~____~~~____~r~______ ~__lLi~~____~~______~t:___J~~____JJ~n____~:~===______ SB _~) zg g ,.. ~38 8:8g~ WI.~d 153 ~i ~~8 8 :83ij 0.0542 ------------------------------------------------------------------------ LEFT TBRIJ RIlE I 45 --- 1.0 409 --:> 3.0 20 --I 1.0 v SIG WARRANTS: Urb=Y. Rw:=Y N W~E ~__~~11~_____~~~__________________~~~_____~~~~____~:~~~~____--- we MfR~B) ~~ ~m 0.2655 0.2655 T+ 8.40 .10 0.50 A (p1~ ICS Software by TJKM Transportation Consultants Condition: ];In 98 dj60 'IrM/S:r NoBARl'no wlp 98 Base lanes 04/22./00 ~CN 344 springdaleT~Stoneridge Dr Peak ~ ----------------------------------------------------------------------.. TJ1\M METH:O RIlE TllRU LEFT lOr T rz <--- v ---> 1.0 1.1 2.1 (00. OF LIINES) c!':'~ 1...0 ~~:> 1.0 r- 31 !9 195 v LEFT TBRIJ RIGiT Split? Y STREE:r N!M:: Springdale PN ---~----~---~---~~----~~~----~~~------ NB RIGHT~) 95 15 * 1650 0.0091 MJf ~d ~2 ~2 mil g:g~a@ 0.0342 ------------------------------------------------------------------------ SB RIGHT ~R) 106 26 ,.. 1650 0 . 0158 ~ ~d ~~~ M~ ~,g 8:~~81 T + L 942 2.970 0.3172 0.3172 ------------------------------------------------------------------------ ~__~i1~_____~~_______~~_:_____~;~~____~~~~~_____~.:.~~;~__----- we ~(~) ~~: ~~~ s~il8 8j~~~ 0.2994 ~R (L 252 1~~~ 3~58 g :~~i VOUM:-TO-CAPICITY RATIO INTERSB:TICN: ~~J>!:ITY INTERSS::IICN LEVEL OF 'Ir ADJUSTED FCR RIGHT TURN CN :RED INT=98BASE. rm, VClL=98BNBART . EM!+98DJ60 .EM!. ctlP=98l>MEM. TAB . : i . LEFT TERU RIGiT I 69 --- 1.0 604 ---:> 3.0 78 --1 1.0 v A 1.1 L~pl!~ ~GHT 3.1<--- 884 TERI.l ~=i~6r 252 LEFT ~ ..i W~E S SIG WARRANTS' U~Y, Rur-y III lIIIIl iii 0.69 0.10 0.79 C '" 11II iii ..t'l iIIIl I.03 Software by TJI<M Transportation Consultants Condition: ];In 98 cli60 FJ:M/S:r NoBART w/Wf..J2 98 Base Lanes 04/22/00 INTl'EID:TICN 344 Springdale Av/St.cneridge Dr 'R.EASAN'l'l:N count Date Time Peak Hour ------------------------------------------------------------------------ TJI<M ME:lRD RIlE TIlRlJ LEFT lOr i5 rl A <-,.- V ---~ I Split.? N 1.0 1.1 2.1 1.1 --- 494 RIGHT STREET NAME: (NO. OF LANES) 3.1c--- 832 TERU Staneridge Dr <~.:.~ lAO !.:.2> 1.0 y-- 220 LEFT 31 '9 179 v LEFT d RIGHT Split? Y STREET l'W1E: Springdale Av ___~_____~~___~___~E!Y____~~___~~______ NB U (f~) ~~ 5~ * i9~ g: 8g2~ 0.0342 LEFT (L) 34 34 1650 0.0206 ------------------------------------------------------------------------ SB !f~ft) 193 ~ * rs~ g:g~ T + L 841 ~M ~~8 8JS3t 0.3051 ------------------------------------------------------------------------ ~__~_1ti~_____~__________________~~~_____~~~~~~_____~~~~~____--- WB ~(LCl}) 494 1650 0.2994 0.2994 LEFT (T~ ~6 Isgg 8J:~~ T + R 5100 0.2600 THE INTERSEx::TICN: TIME: 0: .. .. LEFT TERU RIlE A 69 _-1 1.0 545 ---> 3.0 63 --1 1.0 v SIG WARRANTS: UI:b=Y, Rur-Y Ii N W+E S Ii .; . 0.68 0.10 0.7~ * ADJUSTED FCR RIGflT TURN CN :RED INT=98BASE. !NT, VOL=98&lBART . EMV+98DI60. EMV, CAP-=98PMEM. TAB . .. . r: LCS Software by TJIIM TraI1SlX>rl.ation Consultants ~ticn: an 98 dj60 JPN/Sy NoBARr 110 wlp 98 Base Lanes 09/21/00 '~.lICN 345 Staneridg Mal/S1:.onericJge Dr . . . 1'LEASAN'l'CN t.~-~~-----,.,.-,.-------!~---------.!!..~-~-------------- !~-~ A RI,1f1 ~ r I <-- v ---> I SpUt? N 30 --- 1.0 1.1 0.0 3.1 1.5 -- 1396 RIlE ....~ 705 ----> 3.0 (00. OF LANES) 3 ~ 0<-- 1129 TIlRlJ ~~i~k RIG8T 0 ~ 0.0 <~.:.~ OAO 0.0:> 0.0 1-- 0 LEFT n ~ E v J nls Jcfu Split.: N SItl~y STREET NAME: Staneridg Mal F__~-~--~--~~_---~~9----5Z~--- Ie lB RIm! (R) 30 30 1650' 0.0182 ~.. WR(~)L 331 ~~l 2~8 8:8~~t 0.0841 ------------------------------------------------------------------------ f.~_:~~.--ii-t;-~~- -'1'Q-CAP/CIT.{ RATIO KR 'IHE INl'El<SECIICN: . 0 . 87 [~.M,~.-,~TAB g:~ rLCS Software by T.n<M TransIJOrt.ation Consult.ants Candit.ion: an 98 cli60 'IrM/Sy NoB.llRT w/Wf2 98 Base Lanes 09/21/00 '~CN 345 Stoneridg ~Sta1eridge Dr Peak ~ r------------------------------------------------------------------- t TJIIM t-ElRD RIGIn' TIlRlJ LEFT i.,--------- A 31 10 r2 A I <-- v ---:> I Split? N 30 -- 1.0 1.1 0.0 3.1 1.5 --- 1351 RIlE STREET NAME' 628 --> 3.0 (00. OF LANES) 3.0<-- 1087 TIlRlJ Staneridge Dr o I 0.0 <~~ 0...0 ~~> 0.0 r- 0 LEFT v - I 10 10 v ~ 'l'BRlJ RIGiT Split? N STREET 1WE: st:.ciilerfdgMal MJ\7B'lENT ~~ .~ CAP11CIlY J!fro au~~ ~-----------,.----------,.---------------,.------------------------------- t sa fiiF(f!}) 3~~ 3~~ l~~ 8:8,.,~ ~. -~-!~-~~--------------~~----~~----~.:.~~~-----Q.:.~~~~------ ~__~_~l______~~________~~_______!~_____~~~~~_____~.:.~~_______ r WB RIGm (R) 1650 0.7412 0.7412 1:...... " TBR1J (T) 5175 0.2100 '" Jlf JNIERSEcrIrn: 0: r= r RIlE N r.,....W+E ~.i S SIG WARRANTS: Urb=Y. Rw:=Y 8:8; 0., lj9S-- ICS Software by TJKM Transporl.atiCXl Consult.ants Condit.ion: pn 98 dj60 'IrM/Sy NoBARr no wlp 98 Base Lanes 09/21/00 ~CN 345 Staneridg ~Staneridge Dr Peak ~ ------------------------------------------------------------------------ TJIIM ME1KD ---------- A RI'i 11f I <--- v ---> lEFT 26 --- 1.0 1.1 0.0 3.1 TIlRlJ 1502 --:> 3.0 (00. OF LANES) RIGBT 0 ~ 0.0 0.0 OAO 0.0 V <--1 10 1~> LEFT TBR1J RIG8T Split.? N STREET NAME: Staneridg Mal __~___~___~__E>P~___~O __~E:_____ SB mr (fIi) 88 88 16'50 0.0533 T + R + L 1870 l~~g 2~ 8:23~ 0.4564 ------------------------------------------------------------------------ ~__~__lfJ_____::O~_______~~_______!~_~___~~~~~_____~.:.~!~____--- we WftF(f1}) ~~ ~~ * 3~1g 8:~~ 0.3291 ~~:RATIO KR 'IHE INl'El<SECIlrn: 0.80 IDtAL,t:U~-~~~:' 8:g~ INTERSECrICN LEVEL OF SEINICE: 0 ~.iiH.~~ms8DJ60.EMv'.CAP=981HM. TAB A 1.5 L~Ptl~~ NRIGiT S'IREET NAME' 3.0<--- 1526 TIlRlJ Stoneridge Dr 0.0 j-- 0 LEFT v W~E S SIG WARRANTS: Url:FY. Rur-=Y . LCS Software by TJ1\M Transportat.ian Consultants Condit.iCXl: pn 98 cli60 'IrM/Sy NoBARl' w/Wl2 98 Base Lanes 09/21/00 JNIERSEcrIrn 345 StaneridgM(U./StOrieridge Dr PLEASANrCN COOrit Date Time Peak-BOOr ------------------------------------------------------------------------ TJIIM ME1KD RIm! TIlRlJ LEFT 8\ 10 lr A <--- V ---> I Split? N 1.1 0.0 3.1 1.5 --- 1262 RIGBT STREET NAME: (00. OF LANES) 3.0<-- 1442 TIlRlJ Stoneridge Dr <~.:.~ 0...0 ~.:.~> 0.0 'I OLEFT - I 10 I 0 v ~ TIlRlJ RIlE Split.? N smEET NAME: Staneridg Mal ___~____~~____~__~~~___;;;{!~___~!7~_____ SB RIGm (R) 87 87 1650 0.0527 LEFT (L) 1884 1884 4290 0.4392 ____!_!~_!_~_______________~~!______~~~_____~~~~~_____~.:.4~_______ ~__~_lfl________________~~~~______~~~_____~~~~____~.:.~!~~_----- 537 * 1650 0.3255 0.3255 1442 5175 0.2786 :RATIO RR 'IHE INTERSOCTIrn: ~~: '" lIDJ1JSTED KR tUGIn' TURN CN RID INT=98BASE. INT. \.U.r-~ . EMv'+98DI60.EMv' ,CAP=98IlMEM. TAB - LEFT 26 __1 1.0 THRU 1437 ---> 3.0 RIGHT 0 -~ 0.0 v SIG WARRANTS: Url:FY. Rur=Y N W~E 0.80 0.07 0.87 o ~~~~~~8:~~;~~~~~=================07ii8!OO ~IQN==-345- St~e;idg~ist;idg;=r;=======~======== Count Date Tin'e Peak Hour ------------------------------------------------------------------------ TJKM MSI'HOD RIGHT THRU LEFT 31 I 0 r~ <--- v ---:> ~.O ~.~ 0.0 3.~ ~.9 30 L~im NRIGHT SffiEET NAME: 3.0<--- 1129 THRU Staneridge Dr o LEFT LEFT THRU 705 ---> 3.0 (NO. OF LANES) RIGHT 0 0.0 0.0 OAO 0.0 0.0 i-- W ~ E t cur lor:> v S LEFT THRU RIGHT Split? N --=--;=========~=~~=~~;;~~=~:=============================== -- -- ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOL1JME* CAPACITY RATIO V /e ------------------------------------------------------------------------ S8 RIGHT (R) 30 30 ~650 0.0~82 LEFT (L) 331 33~ 4620 $ o. on6 T + R + L 361 4620 $ 0.078~ 0.0781 EB--THRo-(Ti------705--------7o5-------5i75-----o~i362------t----------- LEFT (L) 30 30 ~650 O. 0~82 O. 0~82 ------------------------------------------------------------------------ WE RIGHT (R) 1396 1396 ~725 0.8093 TllRU (T) 1129 1129 5~ 75 O. 2~82 O. 2~82 =====VOLUME-ro:CAPACm=RATlo=FOR=THE=INTERSEcrION~=========o3i======= AOOUSlMENT FOR LOST YELLOW TIME, o.~o = VOL1JME-TQ-C1\PACITY RATIO: 0.41 INrERSEcrION LEVEL OF SERVICE: A :=ADJUSm)=roR:=RiGiIT=TliRN=QN=;==;=spEtiAL=AD:iUS;;;m=APPLIED======= INT=MIT1. IN'!, V0L=98BNBIIRT .AM\T+98DJ60.AM\T ,CAP=MIT-AMPM. TI\B SIG WARRANTS: Urb=Y, Rur=Y LOS Software by TJI<M Transportation Consultants ~ti~~=>>t98=BO=NOP=wi=wr:P=wi- FREi=~RT==================07ii8!OO OOERSErnON===345=St;id9=~iSt;idg=;=r;=="====~"====== Count Date Time Peak Hour RIGHT THRU LEFT 3, 10 r2 <--- v ---> 30 ~.o ~.l 0.0 3.1 628 ---> 3.0 (NO. OF LANES) I 0.0 0.0 O~O 0.0 0.0 i-- v <--r 10 r:> v LEFT THRU RIGHT Split? N STREET NAME, Stoneridg Mal =="============ORIGINiL==~======"=""=====vic=====-cRi:rrCiL=====" MOVEMENT VOLUME VOL1JME* CAPACITY RATIO v/e ------------------------------------------------------------------------ SB RIGHT (R) 30 30 ~650 0.0182 LEFT (L) 332 332 4620 $ 0.0719 T + R + L 362 4620 $ 0.0784 0.0784 -------------------------------------------------------.---------------- EB = lil 6~g 6~g mg g:m~ 0.0~82 ------------------------------------------------------------------------ WE RIGHT (R) 1351 1351 1725 0.7832 THRU (T) 1087 1087 5175 0.2100 0.2100 =====VOLiME:ro:CAPACm=AATiO=roR=THE=smiiRSEcriON~=========O:3i===-=== AD.JUS'D>\EN'I' FOR LOST YELLOW TIME: 0.10 'I'O'DU, VOLUolE-TO-C1\PACITY RATIO, 0.41 INTERSECrION LEVEL OF SERVICE, A ;-AOOUSTED=roR=-RiGHT=TORNON=RID====$=SPECiiL=~APPLI=-m;====== INT=MIT1.. INT, VOL=9aBWBIIRT .AM\T+98DI60.AM\T, CAP=MIT-J\MPM. TI\B TJI<M METIlOD LEFT THRU RIGHT 1.9 L~im NRIGIIT STREET NAME: 3.0<--- 1087 TllRU Stoneridge Dr o LEFT o N W+E S SIG WARRANTS, Urb=Y, Rur=Y ~""-~~ T~""" ~~" "rj,~.~~ ----------------~------------=====-=----------------====-=======-----=-- ~~ion.:_~_~a ~ NO ~ ~_~ W/_~_~~~T ~ __ "',07/18/00 mrERsECnON---34S-St;;;;e;idS-~iiSt~dge-O;'=--====~"======== eount Date Time Peak Hour ":' ""'~ . .. ------------------------------------------------------------------------ TJI<M METHOD RIGHT THRU LEFT 8j ,0 TO <--- v ---> 1.0 1.1 0.0 3.1 THRU ~502 ---> 3.0 (NO. OF LANES) RIGHT 0 I 0.0 0.0 0.0 0.0 0.0 i-- v ~ 10 r:> v LEFT THRU RIGHT Split? N STREET NAME: Stoneridg Mal =================ORIGINiL=~===========v/c====OOTICAL====== MOVEMENT VOLUME VOLUME* CAPACITY RATIO vie -------------------------------------------------------------------~---- SB RIGHT (R) 88 aa ~650 0.0533 LEIT (L) 1870 1870 4620 $ 0.4048 T + R + L 1958 4620 $ 0.4238 0.4238 ------------------------------------------------------------------------ EB THRU (T) ~502 ~502 5175 0.2902 LEFT (L) 26 26 ~650 O. 0~58 O. 0~5a ------------------------------------------------------------------------ WE RIGHT (R) ~262 ~262 1725 0.7316 THRU (T) ~526 ~526 5~75 0.2949 0.2949 =====VOLUME:TO~ITY"RATlo=FO~"THE=INTERSECTION~==========O~7~====== ADJUS1MENT FOR LOST YELLOW TIME: O. ~o = VOL1JME-TO-CAPACITY RATIO, 0.83 INTERSEcnON LEVEL OF SERVICE: D :=ADJUSm)=FOR=iUoo=TliRN=ONRED=====;=SPECm-iDJUsiMENr=APPI.IEti"====== INT=MIT1. INT, VOL=98BNBART .PMV+98DJ60. PMV, CAP=MIT-1\MPM. TI\B LEFT 1.9 L~m~ NRIGHr SffiEET NAME: 3.0<--- 1526 THRO Staneridge Dr .. 26 o LEFT N W+E S SIG WARRANTS, Urb=Y, Rur=Y . iii .. ~ .. AO IIi1iI .. .. LOS Software by TJKM Transportation Consultants ~~~~~~:E~~:~:€€~~Z:~:~L~~~~::::::::::::::::~~mr~ INTERSEcrIoN 345 Stoneridg Mal/Stoneridge Dr PLEASANTON Count Date Time Peak Hour --------------------------------------------------~-------------~------~ TJI<M METHOD RIGHT THRU LEFT 81 I 0 ~r <--- v ---> LEFT 26 1.0 ~.~ 0.0 3.~ 1.9 THRU 1437 ---> 3.0 (NO. OF L1\NES) o I 0.0 0.0 0.0 0.0 0.0 r- v <--1 10 r:> v LEFT THRU RIGHr Split? N SffiEET NAME, Stoneridg Mal =============ORIGINiL===iOOUSTED===="======"Vic=====OOTIc:AL=="==" MCJVElVIENT VOLUME VOLUME* CAPACITY RATIO V /e ------------------------------------------------------------------------ SB RIGHT (R) a7 87 1650 0.0527 LEFT (L) ~884 1884 4620 $ 0.4078 T + R + L 1971 4620 $ 0.4266 0.4266 -----------------------------------------~------------------------------ 1437 1437 5~75 0.2777 26 26 1650 0.0~58 0.0~58 ------------------------------------------------------------------------ WE RIGHT (R) ~262 1262 1725 0.7316 THRO (T) 1442 1442 ,5175 ,,0,,278,6 0.2786 ====:D========_=====s=====_====~===____============_=========~_=====~ VOLOME-TO-Cl\P1\CITY RATIO FOR THE INrERSEcrION: 0.72 ADJUS1MENT FOR LOST YELLOW TIME, 0.10 = VQLUME-TO-CAPACITY RATIO: 0.82 INTERSECTION LEVEL OF SERVICE i D :=iOOUSTED=roR=RiGiIT=TORN=ON-REo-==$SPECiAL-=~APPLiED"=="==-~ INT..mn. INT, VOL=98BWB1\RT. PMV+98DI60. PMV, CAP=MIT-J\MPM. TI\B .. .. RIGHT L~im NRIGHT STREET NAME: 3.0<--- 1442 THRU Stoneridge Dr o LEFT iii N W+E S SIG WARRl\NTS: Urb=Y, Rur=Y .. . EB = III .. iii . iii . 1 I 1 F!j\jAL SUPPLEiv1ENTAL E ronrnental Jmpact Report for the \Nest Dubiin/Pleasanton 8)~RT Station and Transit \jiilao,!2 Project ~ ~ ] 1 1 SCH 2000042058 1 j _.j'" EDAW J j April 2. 2001 w'f700 '82.9 ~ :NT'-B (P1g r- t , FINAL SUPPLEMENTAL Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit Village Project Submitted to: ~ ~ San Francisco Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street Oakland, California 94604-2688 r t ~ Attention: John H. Rennels, Jr. Senior Real Estate Officer 510/464-6893 'P-.. .' and Jones Lang LaSalle One Front Street, Suite 2600 San Francisco, California 94111 r Attention: Robert M. Russell Vice President 415/395-7214 - Submitted by: EDAW, Inc. 2022 J Street Sacramento, California 95814 Contact: Douglas K. Brown Project Manager 916/414~5800 April 2, 2001 EDAW r'1'lOT012,01 f , ..- . , ..- I , t CHAPTER (097 TABLE OF CONTENTS FA.GE 1 INTRODUCTION' . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 1-1 lr 2 WRITTEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEIR ..... 2-1 - t ~ f : t 3 TABLES 1 2 3 4 r " ' F '.~ 5 6 4.3-5 4.3-8 4.3-9 EXHIBITS ;- : .' "',.., 1 2 3 4 4.3-12 4.3-16 4.3-17 r t 2.1 List of Commenters on the Draft SEIR .......................... 2-1 2.2 Written/Oral Comments and Responses on the Draft SEIR . . . . . . . . . . . . . . 2-7 REVISIONS TO THE DRAFT SEIR ................................ 3-1 CMA Analysis - PM Peak Hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-9 Origins of the Home-Based Work Trips at the East Dublin/Pleasanton BART Station . 2-27 West Dublin/Pleasanton BART Station AM Peak Hour-Project Trips, BART and Office Trips . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2-32 West Dublin/Pleasanton BART Station PM Peak Hour-Project Trips, BART and Office Trips . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2-33 West Dublin/Pleasanton BART Station AM Peak Hour-Project Trips, BART and Office Trips Buildout Scenario. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-34 West DublinlPleasanton BART Station PM Peak Hour-Project Trips, BART and Office Trips Buildout Scenario. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2-35 Revised Existing Average Daily Traffic Noise Levels ...................... 3-4 Revised Projected Traffic Noise Levels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 Revised Pleasanton Peak Hour Intersection Levels of Service - Existing Plus Approved Plus Proposed Project ..............;..................... 3-6 Proposed Pleasanton BART Work-Based Trip Distribution Assumptions .......... 3-7 Pleasanton Existing + Approved + Project Turning Movement Volumes . . . . . . . . . . 3-8 Pleasanton Buildout (No Project) Turning Movement Volumes. . . . . . . . . . . . . . . . . 3-9 Pleasanton Buildout (With Project) Turning Movement Volumes .............. 3-10 Revised PleasantonStudy Intersections .............................. 3-11 Revised Proposed Pleasanton Office Trip Distribution Assumptions ............ 3-12 Revised Pleasanton Existing + Approved + Project Turning Movement Volumes . .. 3-13 San Francisco Bay Area Rapid Transit District West/Dublin Pleasanton BART Station and Transit Village EDAW Table of Contents r- . t r- , I r I - . , ..- . f \" t f 100 1 INTRODUCTION On November 30,2000, the San Francisco Bay Area Rapid Transit District (BART) distributed to public agencies and the general public the Draft Supplemental Environmental Impact Report (Draft SEIR) for the ,West DublinlPleasanton BART Station and Transit Village project, located within the cities of Dublin and Pleasanton, in Alameda County, California. The proposed project includes development of the West DublinlPleasanton BART Station; a 17 -acre transit village that would include a mix of residential, office and hotel uses; parking facilities for the BART Station and the transit village uses; and a bus intermodal facility. The BART Station would be located in the median of Interstate 580. Office uses and a parking garage would be located adjacent to and south of the station in Pleasanton; hotel, residential uses, a parking garage, and the bus facility would be adjacent to and north of the station in Dublin. A 45-day comment period was established for the Draft SEIR. The review period began November 30, 2000, and ended January 16, 2001. During the public review period, a number of comments on environmental issues evaluated in the Draft SEIR were received from state and local agencies, local officials, and individuals. In addition, BART held a public hearing on January 8, 2001 to receive oral comments. All comments on the Draft SEIR, and the responses thereto, are presented in this document. Chapter 2 provides the written and oral comments on the Draft SEIR and presents responses to significant environmental issues raised in the comments (as required in the State CEQA Guidelines ~15132). Each letter has been numbered. In addition, each comment has been numbered and assigned an environmental category. Table 2-1 lists each letter and comment received on the Draft SEIR. Each comment letter has been reproduced and is followed by the responses to the comments in order of r occurrence. For example, the response to the fourth comment of the second letter would be indicated as Response to Comment 2-4. Chapter 3 provides a summary of changes to the Draft SEIR as a result of comments. r ,...., - t.:: The focus of the responses to comments is on the disposition of significant environmental issues that are raised in the comments, as specified by ~ 15088(b) of the State CEQA Guidelines. Detailed responses are not provided to comments on the merits of the proposed project. When a comment' is not directed to significant environmental issues, the responses indicate that no further response is warranted. This document and the Draft SEIR together constitute the Final SEIR that is being considered by the BART Board in its review of the proposed project. San Frondsco Boy Area Rapid Transit District West/Dublin Pleasanto BART Station and Transit Village EDAW Introduction 1-1 r 101 r- 2 WRITTEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEIR ,",- i This section consists of responses to written and oral comments on the Draft Supplemental EIR (Draft SEIR), which were received during the public review period for the proposed project. Section 2.1 provides a list of commenters on the Draft SEIR (Table 2-1). Section 2.2 includes the written and oral comments received during the public comment period and the responses to the comments. r- 2.1 LIST OF COMMENTERS ON THE DRAFf SEIR r- ~ Table 2-1 indicates the letter number, date of the correspondence, comment number assigned, and corresponding response to comment number. TABLE 2-1 WRITfEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEIR 1 Department of Toxic 12/13/00 Substances Control, Barbara J. Cook. P,E., Chief Northern 1-1 Public Health and Safety California - Coastal Cleanup Operations Branch 2 Alameda County Congestion 1/22/01 2-1 Transportation/Circulation Management Agency, Beth 2-2 Transportation/Circulation Walukas, Senior Transportation Planner 2-3 Transportation/Circulation 2-4 Transportation/Circulation 2-5 Transportation/Circulation 2-6 Transportation/Circulation 2-7 Transportation/Circulation 2-8 Transportation/Circulation 2-9 Transportation/Circulation r-; 2-10 Transportation/Circulation ~ 2-11 Transportation/Circulation 2-12 Transportation/Circulation 3 Alameda County Flood Control 1/16/01 3-1 Executive Summary and Water Conservation 3-2 Public Services District, Jack Fong, Associate Civil Engineer 3-3 Public Services 4 City of Dublin, Guy S Houston, 1/17/01 4-1 Project Description Mayor 4-2 Executive Summary 4-3 Noise r, ~ Son Francisco Bay Area Rapid Transit District EDAW West DublinlPleasanton BART Station and Transit Village 2-1 Wrinen and Oral Comments and Responses 702- TABLE 2-1 WRITTEN AND ORAL COMMENTS RECEIVED ON THE DRAFI' SEIR 5 City of Pleasanton, Brian W. Swift, Director, Planning and Community Development 1/16/01 4-4 Transportation/Circulation 4-5 Transportation/Circulation 4-6 Transportation/Circulation 4-7 Transportation/Circulation 4-8 Transportation/Circulation 4-9 Transportation/Circulation 4-10 Transportation/Circulation 4-11 Transportation/Circulation 4-12 Transportation/Circulation 4-13 Transportation/Circulation 4-14 Transportation/Circulation 4-15 Transportation/Circulation 4-16 Transportation/Circulation 5-1 Transportation/Circulation 5-2 Transportation/Circulation 5-3 Transportation/Circulation 5-4 Transportation/Circulation 5-5 Transportation/Circulation 5-6 Hydrology and Water Quality 5-7 Noise 5-8 Noise 5-9 Air Quality 5-10 Transportation/Circulation 5-11 Transportation/Circulation 5-12 Transportation/Circulation 5-13 Biological Resources 5-14 Transportation/Circulation 5-15 Transportation/Circulation 5-16 Transportation/Circulation 5-17 Transportation/Circulation 5-18 Transportation/Circulation 5-19 Transportation/Circulation 5-20 Project Description 5-21 Transportation/Circulation 5-22 Land Use r: r , . r~ l r r ,..-. ~ ~ r-" Son Francisco Boy Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-2 EDAW Written and Oral Comments and Responses 703 r TABLE 2-1 WRITIEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEIR 5-23 Hydrology and Water Quality 5-24 Hydrology and Water Quality 5-25 Noise 5-26 Noise 5-27 Noise 5-28 Noise 5-29 Noise 5-30 Noise 5-31 Noise 5-32 Noise 5-33 Noise 5-34 Transportation/Circulation 5-35 Transportation/Circulation 5-36 Transportation/Circulation 5-37 Transportation/Circulation ~ 5-38 Transportation/Circulation r: 5-39 Transportation/Circulation ~ 5-40 Transportation/Circulation , 5-41 Transportation/Circulation 5-42 Transportation/Circulation 5-43 Transportation/Circulation 5-44 Transportation/Circulation 5-45 Transportation/Circulation 5-46 Transportation/Circulation 5-47 Transportation/Circulation 5-48 Transportation/Circulation ,....., 5-49 Transportation/Circulation f ! 5-50 Transportation/Circulation 5-51 Transportation/Circulation 5-52 Transportation/Circulation 5-53 Transportation/Circulation 5-54 Transportation/Circulation 5-55 Transportation/Circulation 5-56 Transportation/Circulation 5-57 Transportation/Circulation San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-3 EDAW Written and Oral Comments and Responses 10~ TABLE 2-1 WRITTEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEIR 5-58 Transportation/Circulation r 5-59 Transportation/Circulation 5-60 Transportation/Circulation 5-61 Transportation/Circulation r 5-62 Transportation/Circulation 5-63 Transportation/Circulation r 5-64 Transportation/Circulation 5-65 Transportation/Circulation 5-66 Transportation/Circulation 5-67 Transportation/Circulation 5-68 Transportation/Circulation 5-69 Transportation/Circulation 5-70 Transportation/Circulation 5-71 Transportation/Circulation 5-72 Transportation/Circulation 5-73 Transportation/Circulation 5-74 Transportation/Circulation 5-75 Transportation/Circulation 5-76 Transportation/Circulation 5-77 Transportation/Circulation 5-78 Transportation/Circulation 5-79 Transportation/Circulation 5-80 Transportation/Circulation 5-81 Transportation/Circulation 5-82 Transportation/Circulation 5-83 Transportation/Circulation 5-84 Transportation/Circulation 5-85 Transportation/Circulation 5-86 Transportation/Circulation 5-87 Transportation/Circulation 5-88 Transportation/Circulation 5-89 Transportation/Circulation 5-90 Transportation/Circulation r 5-91 Transportation/Circulation ,,, 5-92 Transportation/Circulation ~, . , Son Francisco Boy Area Rapid Transit District West Dublin/Pleasonton BART Station and Transit Village 2-4 EDAW Written ond Oral Comments and Responses 105" r t TABLE 2-1 WRITTEN AND ORAL COMMENTS RECEIVED ON THE DRAFT SEffi r i t 5-93 Transportation/Circulation 5-94 Transportation/Circulation 5-95 Transportation/Circulation 5-96 Transportation/Circulation 5-97 Transportation/Circulation 5-98 Transportation/Circulation 5-99 Transportation/Circulation 5-100 Transportation/Circulation 5-101 Public Services 5-102 Public Services 5-103 Public Services 5-104 Public Services 5-105 Public Services 5-106 Public Services 5-107 Public Services 5-108 Public Services 5-109 Aesthetics 5-11 0 Aesthetics 5-111 Biological Resources 5-112 Biological Resources 5-113 Energy Resources 5-114 Alternatives 5-115 Cumulative and G.!. Effects 5-116 Transportation/Circulation 5-117 Transportation/Circulation 5-118 Transportation/Circulation 5-119 Transportation/Circulation 5-120 Transportation/Circulation 5-121 Transportation/Circulation 5-122 Transportation/Circulation 5-123 Transportation/Circulation 5-124 Transportation/Circulation 5-125 Transportation/Circulation 5-126 Transportation/Circulation 5-127 Transportation/Circulation ....... ~' , ~, f l r r r0- t i I ,..... I , , Son Francisco Boy Area Rapid Transit District West Dublin/Pleasonton BART Station and Transit Village 2-5 EDAW Written and Oral Comments and Responses r ~ \, j'DI-P TABLE 2-1 WRITfEN AND ORAL COMMENTS RECEIVED ON TIlE DRAFT SEIR 5-128 Transportation/Circulation ~ 5-129 Transportation/Circulation 5-130 Transportation/Circulation 5-131 Project Description 5-132 Transportation/Circulation 5-133 Transportation/Circulation 5-134 Transportation/Circulation 6 Robert S. Allen, BART 12/26/00 6-1 Transportation/Circulation Director, 1974-1988 r: 7 Peter T. DeGalan, Vice 1/15/01 H President, Development, The 7-1 Transportation/Circulation Taubman Company n 7-2 Transportation/Circulation ~ 7-3 Transportation/Circulation r 7-4 Transportation/Circulation 7-5 Transportation/Circulation 7-6 Transportation/Circulation 7-7 Transportation/Circulation 8 Robert S. Enea, Partner, St. 1/8/01 8-1 Land Use Michael Investments ..- ~ 8-2 Transportation/Circulation 8-3 Other 9 Tom Gill 1/11/01 9-1 Transportation/Circulation 9-2 Transportation/Circulation 10 Peter DeGalan, Vice President, Development, The Taubman 1/8/01 10-1 Other Company 11 Tom Gill 1/8/01 11-1 Transportation/Circulation 12 Robert Iliff 1/8/01 12-1 Transportation/Circulation 13 Neal Johnson 1/8/01 13-1 Transportation/Circulation r 14 Public Hearing Minutes 1/8/01 14-1 Transportation/Circulation ~ . .' 14-2 Transportation/Circulation 14-3 Transportation/Circulation 14-4 Transportation/Circulation Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-6 EDAW Written and Oral Comments and Responses 701 ..... f ~ I .' I 2.2 WRITTEN/ORAL COMMENTS AND RESPONSES ON THE DRAFT SEIR r: ~ ' b.... ..... ~. The written and oral comments received on the Draft SEIR and the responses to those comments are provided in this section. Each comment letter is reproduced in its entirety and is followed by responses to the substantive comments raised on environmental issues discussed in the Draft SEIR. Changes to the Draft SEIR are included in this section. Deletions are shown in strike out (strike out) and additions in bold italics (bold italics). A compilation of changes to the Draft SEIR is provided in Section 3, Revisions to the Draft SEIR. r .' t r t r, ! ,.-, , f l: r, l I San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-7 EDAW Wrinen and Orol Comments and Responses Winston H. Hickox r\gency Secretary ~ ~alifornia Environmental Protection Agency Edwin F. Lowry, Director 700 Heinz Avenue, Suite 200 Berkeley, California 94710-2721 fe Department of Toxic Substances Control Gray Davis Governor December 13, 2000 ..E]..".... .... LETf. ER , 1 ~ John H. Rennels, Jr. Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street Oaklandj California 94604-2688 n Dear Mr. Rennels: r Thank you for the opportunity to comment on the Supplemental Environmental Impact , Report (EIR) for the West Dublin/Pleasanton BART Station and Transit Village project [SCH# 2000042058], located north of Interstate 580 in Dublin and south of Interstate 580 in Pleasanton. As you may be aware, the California Department of Toxic Substances Control (DTSC) oversees the cleanup of sites where hazardous 1-1 substances have been released pursuant to the California Health and Safety Code, Division 20, Chapter 6.8. As a Resource Agency, DTSC is submitting comments to ensure that the environmental documentation prepared for this project to address the California Environmental Quality Act (CEQA) adequately addresses any required remediation activities which may be required to address any hazardous substances release. f The proposed project is to construct a hotel, four-story residential building and parking garage on the Dublin parcel, and an office building on the Pleasanton parcel. DTSC provided' comments to the Notice of Preparation in a letter dated May 4,2000. In this letter, DTSC requested that a historical, assessment of past uses of the project site be conducted in order to determine whether hazardous substances may have been released into soil at the site. Our review of the Supplemental EIR shows that this information has not been included. While groundwater and soil sampling has been identified as a mitigation measure for this project, without historical information it is not clear how the appropriate chemical analyses and sample locations will be selected, or whether residential land use is appropriate for the property. Finally, the mitigation measure does not indicate that regulatory review and approval will be obtained for all relevant investigation and remediation documents. ..- r \, "b".,,.. l""- I' . . t r ~ ' ! We are aware that projects such as this one are typically on a compressed schedule, and in an effort to use the available review time efficiently, we request that DTSC be included in any meetings where issues relevant to our statutory authority are discussed. Please contact Lynn Nakashima of my staff at (510) 540-3839 if you have any r \. r @ Printed on Recycled Paper "'" -;0'1 Mr. John H. Rennels, Jr. December 13, 2000 Page 2 questions or would like to schedule a meeting. Thank you in advance for y?ur cooperation in this matter. Sincerely, ~~b~ Barbara J. Cook, P.E., Chief Northern California - Coastal Cleanup Operations Branch r- cc: Governor's Office of Planning and Research State Clearinghouse 1400 Tenth Street Sacramento, California 95814 t t Guenther Moskat CEQA Tracking Center Department of Toxic Substances Control P.O. Box 806 Sacramento, California 95812-0806 r I . \ r r-: t I t r t r ; == i 'J ---------- - -",: '.. :~:. ;.:;.:: :. ." .'. . ~ ~ -:. .::;.,;_:_~~-~-_.~ 6'~ . ::::..1;:;.::.- IAC_i~rr:;:'~: ,'0::;~~ ~~~~~~~~?::~ ~TEftJ~iQoo ~:.:;.;:~-::_n-:-~.:...-?~~~:.~~~..... . ~t~~~ 7/0 Urban Cleanup Loan Program ~~. 35;: f.-.~;.-. ,_ l -~. ;....... '- \ ~ -.,:. .~. y :...... ......f^^ ...., --~~ ~ " ::,... "-- ------., . '" .. -.-z.-. - \.'" 'YJ;..:r '-" . ,.::.0- . ..a i~..A Overview California [$ en <:he leading ec.ge when it comes i:O prcgrarns a.1G policies ;:0 Si:imulate me redevelopmem of Bro""l1fields - abandoned. idled or under-used properties where e..'<";"'vansion or redevelopment is complicated by real or perceived enyironmental contamination. Frequently. these properties. once r.'1e source of jobs and economic ber.clm to ::.'1e entire communwj. lie abandoned. for fear of ti1e concami.nation and u'1e liability it implies.. The S85 minion Urban Cleanup LO<lJ1 Program - wrjch is CUIT"'..ntiy under developmenc by lhe Deparcmem of Toxic Subs;:ances Cont.al - ,,,m provide ne'.v fL"'1ancta1 asststzmcc cools to help devdo~ers. bus'...nesses. sc..l-:cols md local gov-e...'T.mencs accclc.rtlte t."-:e pace of cleanup and rede'lclopmen:: at w"esc sices. There ~;jl be two main components: Investigating Site Contamination Program Provides Imv-imeresc loans of up w S I 00.000 co conduct preli..l1inary endangermem: assessment; of unde~tijized urban pro~.erties. Loan repayment over a oeriod or CViO 'lears. iflc:an redoie.l"\C buys ::he nrooerrv. .4O .. oJ to ~ t"'.... '" If pro percy is determined noc to be economically feasible w purchase. up \:0 75 percent of the loan amoum can ~ '.vaived by the Scale. Cleanup Loans and Environmental Assistan<:e (CLEA~1 Program Provides low-i.mereso: loans of up co S2.5 million for che demup or remcval ofha.zareous materials at properties '....he:-e redevelopment is li~ely <:0 have a benendal impact on the proper~:; values. economic ....i;1biliry anc quality of life of a community. Re:sroring conraminace<:! proper.}' can l;eip brJlg jiJe and rf'r"oJ7gr.n to a C':lrr.rTil.f17it:1. i'-[aldng 3. an~ ta.tie are2 viable :J.gain meP..r.s mora jobs. an enf:ar.-ced tar: We :u;d a serse ot oprirnism abour rhe tl.1rure. 7Og~rher. (he prop.ms ,hac ma.k.~ up CalifomIas Urban Ciea.rll.1D [0&; P,'7;!l'T"-:>Jr] -,y-ilJ make Ir ~e!" tar rod: rites [0 be . ;;r-- _ r.:-d:el''P.Jo.c"yI and became ~irtl.L {l.!ncr!onL~ p:l!":"S. of tbel:- carr;,Ir:ur:iti~. For man: in{orm:JrifJf1. call (9 I 6) 324-0106. 1// California Environmental Protection Agency ,~,-~ I,~~\ -- - .. DEPARTMENT OF TOXIC SUB,STANCES CONTROL In 1993, the California Environmental Protection Agency's Department of Toxic Substances Control (DTSC) introduced this streamlined program to protect human health and the environlllent, ensure investigation and cleanup is conducted in an environmentally sound manner and facilitate the reuse and redevelopment of these same properties. Using this program, corporations, real estate developers, other private parties, and local and state agencies entering into Voluntary Cleanup Program agreements will be able to restore properties quickly and efficiently, rather than having their projects compete for DTSC's limited resources with other lower- priority hazardous waste sites. This fact sheet describes how the Voluntary Cleanup Program works. Prior to initiation of the Voluntary Cleanup Program, project proponents had few options for DTSC involvement in cleaning up low-priority sites. DTSC's statutory mandate is to identify, prioritize, investigate and cleanup sites where releases of hazardous substances have occurred. For years, the mandate meant that, if the site presented grave threat to public health or the environment, then it was listed on the State Superfund list and the parties responsible conducted the cleanup under an enforcement order, or DTSC used state funds to do so. Because of staff resource limitations, DTSC was unable to provide oversight at sites which posed lesser risk or had lower priority. DTSC long ago recognized that no one's interests are served by leaving sites contaminated and unusable. The Voluntary Cleanup Program allows motivated parties who are able to fund the cleanup - and DTSC's oversight - to move ahead at their own speed to investigate and remediate their sites. DTSC has found that working cooperatively with willing and able project proponents is a more efficient and cost-effective approach to site investigation and cleanup. There are four steps to this process: The rest of this fact sheet describes those steps and gives DTSC contacts. August 1999 r ,.... ~ f ~ r i r , r , ! r, , k r ~ (::' ..",....." n Ii. . r ; , ~ l; 7/d- The Voluntary Cleanup Program Step 1: Eligibility and Application " Most sites are eligible. The main exclusions are if the site is listed as a Federal or State Superfund site, is a military facility, or if it falls outside of DTSC's jurisdidion, as in the case where a site contains only leaking underground fuel tanks. Another possible limitation is if another agency currently has oversight, e.g. a county (for underground storage tanks). The current oversight agency must consent to transfer the cleanup responsibilities to OTSC before the proponent can enter into a Voluntary Cleanup Program agreement. Additionally, OTSC can enter into an agreement to work on a specified element of a cleanup (risk assessment or public participation, for example), if the primary oversight agency gives its consent. The standard application is attached to this fact sheet. Jack London Square Theater, Oakland: Under the Voluntary Cleanup Program, a nine-screen theater was built atop a former Pacific Gas & Electric town gas site, creating a regional entertainment hub. If neither of these exclusions apply, the proponent submits an application to OTSC, providing details about site conditions, proposed land use and potential community concerns. No fee is required to apply for the Voluntary Cleanup Program. ".1;'\~:~!~!~1~ 'Romero Ranch, Santa Nella: AVoluntary Cleanup Agreement enabled the Nature Consen:llncy to use the land to preserve, ' natural habitat and promote wildlife development rights. Step 2: Negotiating the Agreement Once OTSC accepts the application, the proponent meets with experienced OTSC professionals to negotiate the agreement. The agreement can range from services for an initial site assessment, to oversight and certification of a full site cleanup, based on the proponent's financial and scheduling objedives. The Voluntary Cleanup Program agreement specifies the estimated OTSC costs, projed scheduling, and OTSC services provided. Because every projed must meet the same legal. and technical cleanup requirements as State Superfund sites, and because OTSC staff provide oversight, the proponent is assured that the projed will be completed in an environmentally sound manner. August 1999 ..- i ~,. ~L1FORNIA ENVIRONMENT At PROTECTION AGENCY L,.:PARTMENT OF TOXIC SUBSTANCES CONTROL mE MITIGATION STATEWIDE CLEANUP OPERATIONS r'OLUNT ARY CLEANUP PROGRAM APPLlCA liON , 113 8 1""'", 1, "fhe purpose of this application is..to obtain information necessary to determine the eligibility of the site for ,..acceptance into the Voluntary Cleanup Program. Please use additional pages, as necessary, to complete your I~sponses. ' PECTION 1 PROPONENT INFORMATION ",-I L. ~ Proponent Name ~ Principal Contact Name J Address i ~ ~, I " Phone ^ Proponent's relationship to site v J , I j Brief statement of why the proponent is interested in DTSC services related to site 1>1 ! I r ~ lL r SECTION 2. r Is this site listed on Calsites? 0 Yes 0 No If Yes, provide specific name and number as listed Name of Site Address City County ZIP (Please attach a copy of an appropriate map page) SITE INFORMATION ,..... ; r- t k DTSC 1254 (3/95) A-1 SECTION 2 SITE INFORMATION (continued) ~ Current Owner 7/1 Name Address Phone ( ) , Background: Previous Business Operations Name Type Years of Operation ~ If known, list all previous businesses operating on this property What hazardous substances/wastes have been associated with the site? What environmental media is/was/may be contaminated? 0 Soil 0 Air 0 Groundwater 0 Surface water Has sampling or other investigation been conducted? 0 Yes 0 No Specify If Yes, what hazardous substances have been detected and what were their maximum concentrations? r-". t r- r, r' ~ n ~, i r 1: r ~ n OTse 1254 (3195) A-2 r-: L; r- ! Are any Federal, State or Local regulatory agencies currently involved with the site? 0 Yes 0 No J!_~~~~~~~!~)~~1~~9!~~~~~~_~~E_9l~~_~~~!~~!~~-~~~-~~~-!eLe~~~~~_~~~~~~~_____________ ----------~~-------- AQency Involvement . Contact Name Phone , , What is the future proposed use of the site? , . What oversight service is being requested of the Department? 0 PEA 0 RifFS 0 Removal Action 0 Remedial Action 0 RAP 0 CertifIcation 0 Other (describe the proposed project) Is there currently a potential of exposure of the community or workers to hazardous substances at the site? 0 Yes 0 No If Yes, explain SITE INFORMATION (continued) 7/S- r-- SECTION 2 I r t 1 r I.. r , r 1 t r- t I n ~. I SECTION 3 .. COMMUNITY PROFILE INFORMATION r ~ ...' Describe the site property (include approximate size) r ~ Describe the surrounding land use (including proximity to residential housing, schools, churches, etc.) r t , j Describe the visibility of activities on the site to neighbors r ~ OTSC 1254 13/951 A-3 ",",,-- . I: What are the demographics of the community (e.g., socioeconom!c level, ethnic composition, specific language considerations, etc.)? Local Interest Has there been any media coverage? Past Public Involvement Has there been any past public interest in the site as reflected by community meetings, ad hoc committees, workshops, fact sheets, newsletters, etc.? Key Issues and Concerns Have any specific concerns/issues been raised by the community regarding past operations or present activities at the site? , ' Are there any concerns/lssues anticipated regarding site activities? Are there any general environmental concerns/issues in the community relative to neighboring sites? Key Contacts Please attach a list of key contacts for this site, including: city manager; city planning department; county environmental health department, local elected officials; and any other community members interested in the site. (Please include addresses and phone numbers.) COMMUNITY PROFILE INFORMATION (continued) IJLe r SECTiON 3 i r I .! r t r i r L \ r t - I ~ t. r f 1 r .' i .. "...... ~ 1 r l r t SECTION 4 CERTIFICATION The signatories below are authorized representatives of the Project Proponent and certify that the preceding information is true to the best of their knowledge. Proponent Representative Date Title DTSC 1254 (3/951 A-4 r- ~ ~' ;J7 In the agreement, DTSCretains its authority to take enforcement action, if, during the investigation or cleanup, it determines that the site presents a serious health threat, and proper and timely action is not otherwise being taken. The agreement also allows the project proponent to terminate the Voluntary Cleanup Program agreement with 30 days written notice if they are not satisfied that it is meeti.ng their needs. r fi I , Step 3: Site Activities Prior to beginning any work, the proponent must have: signed the Voluntary Cleanup Program agreement; made the advance payment; and committed to paying all project costs, including those associated with DTSC's oversight. The project manager will track the project to make sure that DTSC is on schedule and within budget. DTSC will bill its costs quarterly so that large, unexpected balances should not occur. Once the proponent and DTSC have entered into a Voluntary Cleanup Program agreement, initial site assessment, site investigation or cleanup activities may begin. The proponent will find that The new Federal Courthouse, DTSC's staff includes experts in every vital area. Sacramento: The largest construction The assigned project manager is either a highly project in the city's history benefited from qualified Hazardous Substances Scientist or the Volunt~ry Cleanu~ Progr~m when Hazardous Substances Engineer. That project c1eanmg up a radyard sIte. manager has the support of well-trained DTSC toxicologists, geologists, engineers, industrial hygienists, specialists in public participation, and other technical experts. The project manager may call on any of these specialists to join the team, providing guidance, review, comment and, as necessary, approval of individual documents and other work products. That team will also coordinate with other agencies, as appropriate, and will offer assistance in complying with other laws as needed to complete the project. Step 4: Certification and Property Restoration ~ I S When remediation is complete, DTSC will issue either a site certification of completion or a IINo Further Action" letter, depending on the project circumstances. Either means that what was, "The Site," is now property that is ready for redevelopment or other reuse. r t; August 1999 r- t j t ,re -, ~ .......... ..... ...... .......... ........ ...... ........ ........ ............. ............. ..... ........ ....... ..... ....... .......................... ........ ..... .............. ....................................... ........... ..... o . ~ To learn more about the Voluntary Cleanup Program, contact the DTSC ~ o . ~ representative in the Regional office nearest you: 1 : : : ~ j North Coast California j i ..~ : Lynn Nakashima / Janet Naito : : " 700 Heinz Avenue, Suite 200 : ~ Berkeley, California 94710-2737 1 o . l i (510) 540-3839 / (510) 540-3833 ~ o . o . o . o . Central California Megan Cambridge 10151 Croydon Way, Suite 3 Sacramento, California 95827 (916) 255-3727 Central California - l Fresno Satellite ~ o . l Tom Kovac l o . l 1515 Tollhouse Road 1 o . j Clovis, California 93612 j ~ (209) 297-3939 1 ! ~';~::. Southern California i j (Glendale and Cypress) j j Rick Jones j j 1011 Grandview Avenue j j Glendale, California 91201 j I OTSC office locations (818) 551-2862 I o . . . . . j Additional information on the Voluntary Cleanup Program and other DTSC Brownfields j I initiatives is available on D 'SC's internet web page: I o . . . o . o . . 0 . . . . . . -.............................. ..................................... ................................................... ....................................... .........~ ~...... ........... ............... ~......................................: r'""r . t J r I f r ~ i J:' ,...- l t t ~ fl L August 1999 r t ~ 7/1 r ~ i 1 Department of Toxic Substances Control Barbara J. Cook. P.E., Chief Northern California - Coastal Cleanup Operations Branch December 13, 2000 LETTER RESPONSE r I r: 1 1-1 The third sentence on the first paragraph of Mitigation Measure 4.7-1 on pages 2-26 and 4.7 -13 of the Draft Supplemental EIR is hereby revised as follows: r- ~ In addition, a detailed historical assessment of past uses of the project site shall be conducted in order to determine whether hazardous substances may have been released into site soils. This historical information, in combination with the field sampling outlined in the Field Investigation Work Plan, shall be used to determine the appropriate chemical analyses to be conducted and the site's sampling locations. A Health and Safety Plan shall be developed that outlines safety procedures to follow in the event of accidental spills or the unearthing of contaminated soil or groundwater during construction activities. ..... t I, . The following text is hereby added to the end of Mitigation Measure 4.7-1 on pages 2-27 and 4.7-13 of the Draft Supplemental EIR: Regulatory review and approval shall be obtained from the California Department of Toxic Substances Control for ail relevant investigation and remediation documents. t' r- Son Francisco Boy Area Rapid Transit District West Dublin!Pleosanton BART Station and T ronsit Village 2-8 EDAW Written and Oral Comments and Responses t .' ~.~an-22-01 03:27P , . t: '1ao r ! ~ r- r t AC "r...".it 1),,..-...,.,. Mk" ,villi:"". Alam"oI" C..-ry ~up..r..r...-',:- f;"il :-;..,,'lr ....,~ I lI~j;I:'''''~' Cie, "r 41,......01,. ~f"'''.l R~ll"""I'I"~'" ell, or ^'b""T ;\I~'''I' p..::I!\..lh,..I1......u BAltl. flu.""'t" ",""rS,,,,,dn' (:h)' "r.....l<dcy c..t..t''''~..k'UI'...1 I-:r~ '\'..t1hfn~h'l\ City Ar n"b~.. ( :.~...ldtJlu.nll,rl (;.."r,:,-;\ il.a-..., City .r .....n.,....l1.. ~uUItc..J.I11..",I.\:1 :-:'u...I~,.lJt City of t'.~mDnc :\b,..., tiu, ~tUIt ~'n Cityot'H."".ud t:Jw.t'7~rli)" \1.",., Khh~,U (:u,.j,,'r City ..ru..cr.......c' (:udu,it..\tond',.l' .....,U \','I'...:A"- n ~ i Cily of Nownk (.bun. tlull.m...... !c.Ufl~I".1\f.J:J;fl ChF .rO..lobDd <:..UI\. n.,,"nllr.' I",'TT~' 1\..:.\ eier o(P:..dmo," l:.,.u"" tlnh.n,'.... V..I.... M-II'lI."" CI~ ~l'hR.hn'OD KC'.. C"4ht/~"ro" (:....... ilntl'n,t", ,..."" r'\'h ('.L<y ..r II..,. l.e<o.....ro :'1.11<)". Sh,l.,,"',,\mjt ChytlrU.,;,an C..y :1(,,)"... :\1..,,"(;,........ It_nW'',, Oh-.'Ililc.1r ,11...1Il1.1t 1",,":, r; !, " .' .t-\.r..AYlEDA (;OlJN'l'Y C;ONC.~~STION MANAG.E~EN'l.. A<;ENCY .~ January 22, 200 I ~ U Mr. John H. Rennels, Jr. San Francisco Bay Area R.'\pitl Transit Distrk:t P.O Hox 1268g Oalcland, CA 94604-2688 stffiJECT: Commenrs on the DI'aft Hnvironmentallmpac{ Rt:port fol' the West Dublin/Pleasanton BART Sla.tion and Transit Viltagc Dear Mr. Rennels: Thank you for the opPol'lunity to commcnl un the Dntfr chvironrncntal Impact Report for the West Dlthlin/Pleasamon BART Slation and Transit VilJage located in the Cities of Dublin and Plcasi:l.nt()rl. The prup()~cd pro.iecI is located ea5l of the 1-580/1-680 interchange. south of Dublin Boulevard, and Ilonh of Slnlleridgc Mall Road. The project consists of tho following Cl)liIpOn~llts: · Complete the construction of the West Dublin/Pleasanlon HART !)tation in the median of 1-5HO a~ approved by the HART Board of t)ircClor~ (11\ FehnJary 8, 1990. · Con."tllC\ a 2l'\O-rooro hOld (with 2'l() parking lipaccs), a 100 -unit residential building (with 320 parking $pac~s). and C1 600-~lall BART parking garage on the 10 acre Dublin parceL . Constuct. 170,000 square t~et or officc wlth parking (3.3 stalls per 1,000 rentable , square feet) and a 400-SUtll BART parking glll'age ~1Il the 7-acrt: Ploasanton parcel. 2-1 The ACCMA submitted commenls Ul\ the Notice of Preparation fnl'this project on April 26,2000. These comments arc includod in Appendix A nhhc DEIR. Our review of me documenl shows that none of the comments have been addr~ssed .in thc OEm.. This project is subjecl to th~ reqlJiremcnls uf the c.ongestic.ln MunagernentProgram (CMP) Land Use Analysis Progr<lilJ. It appC1'IfS that Y<llJ nmy not be familiar with our requiremenTS. ~o please contflcr me at your convel\jent'~ am] I wuuld be pleased to review thell1 with you. ' 1333 BllO,' nw:\ 'Y. :it!1TF: 220. " O^KL....~Il. f:A 911612 · PltOl'E: (;,W) ll:tIi-2:iftf) · t".\X: (:ill)\ U;J(, 211l."i t;-MAIJ.: Al..c.;ItCM.~ i/la..J.l"(lhl · wr-:~ SITI~: llC"'II\1t,"I',~OV 1CJI r f Mr. John H. Rennels. Jr. January 22, 200 I Page 2 Once again. lhank you for, the ()PPOrt~ln'ity tel comment nn this NOlice of Preparation. can be rcached al 510/836-2560 axt. 13 ~ ~. . Sincerely, !>t It. tv~&,./) Beth Walukas Scnit>r Transportation Planner cc: Eddie Peabody, City uf I lublin Carol Cirelli, City orDublin Bill van Gelder, City f,'\f Pleasantun Jean Hart. Deputy Director file: CMWEnvironmelltal Review Opini~\ns - Responses - 2()OI r " ' 1 :j r;-, f f r- i ~, , f AC Transit Director ~Ialt \l"il1iam~ Alameda COUDty Supi:n-j,;or~ Gail Steele Scoll Haggert)" City of Alameda ~Ia yor Ralph App~..,zatu City of Albany ~'layor I'eg.~' 'n,omsen BART Din:ctllr Pete Snyder City of Berkeley Councilmember Kri,l.. Worthington City of Dub liD Councilmcmber 9~'Orge A. Zika City ofEn.eryville __ Councilmember l Nora Davis i t City ofFremoDt ;..Iayur GII" ~Iorrism\ r'i ~, City of Hayward I; ChAirperson Mayor r: Roherta Cooper l::ity of Livermore ~,' ',; Cotlllcilmember Tom Vargas r City of Newark ;'., C ') b t, utlllCI mem er Susan BrIggs City of Oakland Cutlllcilmember 1.;L"1' Reid City oCPiedmont _ t:nul1eihnemher ~ Valerie :o.lat7.gcr l'Jity ofPleasantoD Vi"e ChAirperson N Cotll1cilmember , ; Tom Pico ~."'.~ of San Leandro ~layor n Shdia Young' jo ~, :it}. of Union City " ~laYl)r :'lark Greel1 rcecuti".e Director ; Dcnni., R. Fa\" 1;.; . 1a,gr ....~A.:Y.rED_~ COUNTx- CONGESTIO~ ~IA.KA.GE:YIE:K"T AGEXCY rn ~'\ 'uvnl , April 26, 2000 /~~>tj 7CZ -r-/ "Mr. John H. Rennels, Jr. San Francisco Bay Area Rapid Transit District P.O. Box 12688 Oakland, CA 94604-2688 , " , " j::, ! ; SUBJECT: Comments on the Notice of Preparation of an Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit Village _' Dear Mr. Rennels: Thank you for the opportunity to comment on the Notice of Preparation (NOP) of a Draft Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit Village located. in the Cities of Dublin and Pleasanton. The proposed project is located east of the 1-580/1-680 interchange, south of Dublin Boulevard, and north of Stoneridge Mall Road. The project consists of the following components: · . Complete the construction of the West Dublin/Pleasanton BART station in the median ofl-580 as approved by the BART Board of Directors on February 8, 1990. · Constuct a 240-room hotel (with 240 parking spaces), a 160 -unit residential building (with 320 parking spaces), and a 600-stalI BART parking garage on the 10 acre Dublin parcel. · Constuct 170,000 square feet of office with parking (3.3 stalls per 1,000 rentable square feet) and a 400-stall BART parking garage on the 7-acre Pleasanton parcel. The ACCMA respectfully submits the following comments: · The West Dublin/Pleasanton BART Station project is consistent with the Alameda County's 1999 Congestion Management Capital Improvement Program and the 1998 long-range Countywide transportation plan Transportation Vision 2018 and Beyond: A Diversified Strategy of Transportation Improvement for Alameda County. 2-2 · The City of Pleasant on adopted Resolutions 92-135 on July 7, 1992 and the City of Dublin adopted Resolution 120-92 on September 28, 1992 establishing guidelines for reviewing the impacts of local land use decisions consistent with the Alameda County Congestion Management Program (C11P). Based on our review of the NOP, the proposed project appears to generate at least JOO p.rn, peak hour trips over existing conditions. If this is the case, the CNfP Land Use Analysis Program requires that a 2-3 1333 BROADWAY, SUITE 220, · OA.KU..;.,,\1), CA 94612 · PHO~E: (510) 836-2560 · FA_~: (3HJl8:3n-~18:> Mr. John H. Rennels, Jr. April 26, 2000 Page 2 1 ;;r3 traffic analysis of the project be conducted using the Countywide Transportation' Demand Model for Year 2005 conditions. Please note the following paragraph as it 2-3 discusses the responsibility for modeling. r f I . The Countywide Model has been updated to Projections '98 for base years 2005 and 2020. The CMA Board amended the eMP on March 26th, 1998 so that local jurisdictions, including BART, are now responsible for conducting the model runs themselves or through a consultant. The Countywide model is available to the local jurisdictions for this purpose. A Countywide Model Agreement has not been signed between BART and the ACCMA. Before the BART or its consultant can use the model, a model agreement must be signed. An agreement was sent to Mr. Malcolm Quint on Decembe.r 28, 1998. Another agreement can be re-issued upon request. r- I' ~ t' . Potential impacts of the project on the Metropolitan Transportation System (MTS) need to be addressed. (See 1999 CMP Figures E-2 and E-3,pages ix. and x and Figure 2, pages 10-12). The DEIR. should address all potential impacts of the project on the MTS roadway and transit systems. These include 1-580, 1-680, Dublin Boulevard, San Ramon Road, Tassajara Road, Dougherty Road, Foothill Road, Hopyard Road, and Stoneridge Drive as well as BART and LA VTA Potential impacts of the project must be addressed for 2005 and 2020 conditions. Please note that the ACCMA does not have a policy for determining a threshold of significance. . Rather, it is expected that professional judgment will be applied to determine project level impacts. . Justification for any trip generation assumptions that depart from the standard trip generation rates in the ITE Trip Generation Handbook should be documented in the EIR. ~I , k ~ ~ . The CMA requests that there be a discussion on the proposed funding sources of the transportation mitigation measures identified in the environmental documentation. The C1\1P establishes a Capital Improvement Program (See 1999 CMP, Chapter 7) that assigns priorities for funding roadway and transit projects throughout Alameda County. The improvements called for in the DEIR should be consistent with the CMP CIP. Given the limited resources at the state and federal levels, it would be speculative to assume funding of an improvement unless it is consistent with the project funding priorities established in the Capital Improvement Program (eIP) of the CMF, the federal Transportation Improvement Program (TIP), or the adopted Regional Transportation Plan (RTP). Therefore, we are' requesting that the environmental documentation include a financial program for all roadway and transit improvements. 2-4 2-5 2-6 2-7 Mr. John H. Rennels, Jr. April 26, 2000 Page 3 r , l I · The adequacy of any project mitigation measures should be discussed. On February 25, 1993 the CMA Board adopted three criteria for evaluating the adequacy ofDEIR project mitigation measures: r ,f Project mitigation measur~s must be adequate to sustain CMP service standards for roadways and transit; Project mitigation measures must be fully funded to be considered adequate; Project mitigation measures that rely on state or federal funds directed by or influenced by the CMA must be consistent with the project funding priorities established in the Capital Improvement Program (CIP) section of the CMP or the Regional Transportation Plan (RTP). ,f ,f r j, , It would be helpful to indicate in the DEIR the adequacy of proposed mitigation measures relative to these criteria. In particular, the DElR should detail when proposed roadway or transit route improvements are expected to be completed, how they will be funded, and what would be the effect on LOS if only the funded , portions of these projects were assumed to be built prior to project completion. · Potential impacts of the project on CMP transit levels of servic,e must be analyzed. (See 1999 CMF, Chapter 4). Transit service standards are 15-30 minute headways for bus service and 3.75-15 minute headways for BART during peak hours. The DEIR should address the issue of transit funding as a mitigation measure in the context of the CMA's policies as discussed above. r-: ~ I' t: · The DEIR should consider demand-related strategies that are designed to reduce the need for new roadway facilities over the long term and to make the most efficient use of existing facilities (see 1999 CMP, Chapter 5). While a portion of the project is the development of a BART station, it also contains a land development element. Therefore, the DEIR could consider the use of TDM measures, in conjunction with roadway and transit improvements, 'as a means of attaining acceptable levels of service. Whenever possible, mechanisms that encourage ridesharing, flextime, transit, bicycling, telecommutirig and other means of reducing peak hour traffic trips should be considered. Street layout and design strategies would foster pedestrian and bicycle connections and transit-friendly site design should also be considered. The Site Design Guidelines Checklist may be useful during the review of the development proposal. A copy of the checklist is enclosed. r-- ~ h · We have been asked to inform you about the success of the Financial Incentives Program and the Guaranteed Ride Home Program, both of which are supported by the ACCMA. ,Employee oriented iinancial incentive programs, such as parking cashout programs, have proven to be successful in encouraging solo drivers to choose other commute alternatives. We would like you to consider applying the Financial Incentive Program as part of the ,conditions of approval and/or developer j;)LI 2-8 . 2-9 2-10 2-11 Mr. JohnH. Rennels, Jr. Apri126,2000 Page 4 ../ 13'0 agreements as a way to reduce congestion. The Guaranteed Ride Home Program, I sponsored by the ACCMA, ensures that any carpooler or transit rider at participating' 2-11 worksites can get home in case ofan emergency. . For projects adjacent to state roadway facilities, the environmental document should address noise impacts of the project. If the DElR finds an impactthen mitigation, 2-12 measures (i.e., soundwalls) should be incorporated as part of the conditions of approval of the proposed project. It should not be assumed that federal or state funding is available. Once again, thank you for the opportunity to comment on this Notice of Preparation. Please do not hesitate to contact me at 510/836-2560 ext. 13 if you require additional information. Sincerely, f;>~Lu~~1 Beth Walukas Senior 'Transportation Planner cc: Jean Hart, Deputy Director. file: CMPlEnvironmental Review Opinions - Responses - 2000 -;'J'U 2 Alameda County Congestion Management Agency Beth Walukas, Senior Transportation Planner January 22,2001 LEYrER RESPONSE 2-1 Please see Responses to Comments 2-2 through 2-12 below. 2-2 This comment is noted. 2-3 The Alameda County Congestion Management Agency (CMA) requested that analysis be conducted of project impacts on the Metropolitan Transportation System (MTS) for p.m. peak hour conditions for the years 2005 and 2020. The analysis is summarized in Table 1. The CMA model includes land uses projected by City, County and regional agencies for the two target years. ....... f ~. Table 1 indicates that traffic on the roadway facilities results in increases ofless than five percent due to the project. In some cases, traffic is decreased with the addition of the project due to traffic diversions from the freeway and the East DublinIPleasanton BART Station. Based on this analysis, the project does not degrade the level of service on any MTS facility and therefore no mitigation measures are required. Table 1 CMA Analysis - PM Peak Hour Location 2005 2005 + Percent 2020 2020 + Percent ProJect Increase Project Increase 1-580 west of San Ramon Road 15,754 15,724 -0.2% 15,576 15,476 -0.6% 1-680 between 1-580 and Stoneridge Dr. 11,013 11,023 0.1% 10,689 10,739 0.5% Dublin Blvd. east of Village Parkway 2,588 2,688 3.9% 3,339 3,499 4.8% San Ramon Rd. north of Amador Valley Blvd. 3,363 3,378 0.4% 3,204 3,244 1.2% Dougherty Rd. north of Dublin Blvd. 2,945 2,745 -6.8% 3,706 3,506 -5.4% Foothill Rd. north of Stoneridge Dr. 806 746 ...7.4% 1,911 1,921 0.5% Hopyard Rd. south of Stoneridge Dr. 4,640 4,650 0.2% 4,097 4,107 0.2% Stoneridge Dr. west of Hopyard Rd. 3,223 3,163 -1.9% 3,917 3,867 -1.3% 2-4 The Countywide Congestion Management Model was run by TJKM Transportation Consultants. 2-5 Please see the traffic analysis in Section 4.5 - Transportation/Circulation and Section 6 - Cumulative and Growth-Inducing Impacts of the Draft Supplemental EIR for a detailed discussion of the potential impacts of the project on the MTS roadway and transit systems. San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-9 EDAW Written and Oral Comments and Responses 131 LETTER 2 continued ... RESPONSE I'"""" ~ L This analysis includes an evaluation of the project's impacts on the roadways and intersections that would be affected by the project including Interstate 580, Interstate 680, . Dublin Boulevard, San Ramon Road, Dougherty Road, Foothill Road, Hopyard Road, and Stoneridge Drive as well as BART and LA VTA. Because of its distance from the site, no project-related traffic impacts were anticipated on Tassajara Road. Based on the traffic analysis methodologies for both the City of Dublin and the City of Pleasanton, the traffic analysis included in the Draft Supplemental EIR evaluated traffic conditions in the years 2010 and 2020. In addition, the analysis of 2005 conditions requested by CMA is included in Response to Comment 2-3. 2-6 Please see pages 4.5-21 and 4.5-44 of the Draft Supplemental EIR for a detailed discussion of the project's trip generation rates and assumptions. 2-7 The traffic analysis included in the Draft Supplemental EIR identified the anticipated regional improvements based in part on information included in the Alameda County Congestion Management Program's Capital Improvement Program, the federal Transportation Improvement Program, and the adopted Regional Transportation Plan. The impact analysis identified the impacts attributable to the project that would require additional improvements. Funding responsibilities for each mitigation measure requiring additional improvements are identified in the Draft Supplemental EIR in Section 4.5 - Transportation/Circulation and in Section 6 - Cumulative and Growth-Inducing Impacts. Providing a more detailed financial program for other improvements that may be necessary to address regional traffic increases is outside of the scope of this document. 2-8 The traffic analysis included in the Draft Supplemental EIR in Section 4.5 - Transportation/Circulation and Section 6 - Cumulative and Growth-Inducing Impacts provides detailed descriptions of the adequacy of the identified mitigation measures in reducing the project's traffic and circulation impacts to less-than-significant levels. The mitigation measures included in the traffic analysis will be adequate to reduce the levels of service at affected intersections below the level of service thresholds identified by the City of Dublin and City of Pleasanton. The comment regarding CMA' s evaluation criteria is noted. r [ ~ , Please see Response to Comment 2-7 regarding the funding of mitigation measures. None of the identified mitigation measures would rely on state or federal funds directed by or influenced by the Alameda County Congestion Management Agency. The discussion of regional roadway improvements, their funding sources, and the timing of the improvements commences on page 4.5-6 of the Draft Supplemental ElR. 2-9 The West Dublin/Pleasanton BART Station is a BART project. BART headways will be maintained. "Wheels" of the Livermore Amador-Valley Transit Authority (LA VTA) and the "County Connection" of the Central Contra Costa Transit Agency (CCCT A) currently San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-10 EDAW Written and Oral Comments and Responses 1,;/g .,...., t ; ~ . , LETTER 2 continued ... RESPONSE r provide bus service to the East Dublin/Pleasanton BART Station. Bus schedules are coordinated with BART at the East Dublin/Pleasanton BART Station as they would be for the West DublinIPleasanton BART Station. Three existing Wheels routes (Routes 3, 4, and 10) and two County Connection routes (Routes 970 and 121) serve the area ofthe proposed West DublinIPleasanton BART Station on a regular basis. However, specific route information for the West Dublin/Pleasanton BART Station is not yet defmed. The headways for the Wheels and County Connection buses are between 15 and 30 minutes. According to LA VTA and CCCTA, these lines have ample capacity for additional passengers. Therefore, no adverse impacts are anticipated and no mitigation is required. r .- t r r . 2-10 Because of its transit oriented design and the inclusion of a new BART Station, the project has the ability to reduce not only local vehicle trips that would be anticipated from a similar non-transit oriented development but also regional freeway vehicle trips. The project will be designed to foster pedestrian and bicycle connections through transit-friendly design. r- t ! 2-11 This comment is noted. 2-12 Please see Section 4.3 of the Draft Supplemental EIR for a detailed discussion of the project's noise impacts. n ro- f r k":'"" r- ~~ , . r San Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-11 EDAW Written and Oral Comments and Responses r k 1;'/1 ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 5997 PARKS;:JE DRIVE i PLEASA~TO"'. CALIFORt-;IA 94588-5127 i 1=',,0'; (925) 484-2500 FAA (925) 462-3914 January 16, 2001 r L Mr_ John H Rennels, Jr. Senior Real Estate Officer San Frand.sco Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street Oakland, CA 94604-2688 ..~"'" LEITER ~ r r . Re: Draft Supplemental EIRfo, the West DublilllPleastuttOIJ BART Station Gild TralUit Village Project-Review Comments r ~ Dear Mr. Rennels: Zone 7 has reviewed the above-referenced CEQA document. It is our understanding that this supplemental Draft: EIR. was prepared because the density and land use for the residential and commercial developments for the Transit Village portion of the project have changed from those proposed in the EIR, certified in 1990. OUf specific comments have been organized to follow the order of the sections of the referenced document. Section 2-Ex~utive Summary . Under Paragraph 2.3, "Discretion81)' Actions and Project Approvals", page 2.2, the proposed . pedestrian overcrossing from the Dublin side will cross over Dublin Creek-a flood control 3-1 facility owned and maintained by Zone 7. An encroachment pennit must be obtained from Zone 7_ Section 4.6.~-Water.Supply r Under "Existing Conditions" and "Water Supply-Zone 7\ page 4.6-~7, second paragraph, last sentence, sentence should be revised as follows: "The current water. entitlement for Zone 7 is 78,000 acre-ftiyeu" 'for year 200 I. Current infonnation on our available water supply can be found on OUT web address: www.zone7water.com. 3-2 ~ ' Project Impacts-Impact 4.6.38 There is no discussion in this paragraph of Zone 715 water supply adequacy. Please note that I 13-,3 Zone 7 has acquired additional water supplies to meet the projected treated water demands of "1~O - f , Mr. John H. Rennels, Jr. January 16. 200 1 Page 2 r- , ' , municipal and industrial uses under year 2020 buildout conditions. as projected in th~ approved General Plans VIlithin the Zone 7 service area. Additional treatment facilities, conveyance and transmission facilities have been identified in our Treated Water Facilities Master Plan (February 2000) to meet projected water demands for the next twenty-year period. Currently, the four major 3-3 retailers witlUJ1 ~l1r service area submit each year to Zone 7 their treated water demand projections for municipal and industrial use for the next five years. These projections are used by Zone 7 to estimate our water supply needs on a monthly and annual basis and for planning future water system facilities. ,..... , ' Thank you for the opportunity to comment on your environmental document. H you have any questions regarding our response) please caU me at (925) 484-2600, extension 245. . . ,...., Very truly yours, ~C-VL ~) Jack Fong Associate Civil Engineer cc: Vince Wong TlID Horen Dave Lunn Matt Katen Diana. Gaines P:IBAlll1!IIl.wpd r r ' , r I r "}3\ 3 Alameda County Flood Control and Water Conservation District Jack Fong, Associate Civil Engineer January 16, 2001 LETTER RESPONSE 3-1 r l L -, t ~ 3-2 r ,... 3-3 The following text is hereby added to the list of discretionary actions by responsible agencies on page 2-2 of the Draft Supplemental EIR: Issuance of an encroachment permit by the Alameda County Flood Control and Water Conservation District - Zone 7 for construction of a pedestrian overcrossing over Dublin Creek. The last sentence of the first paragraph on page 4.6-17 of the Draft Supplemental EIR is hereby revised as follows: The current water entitlement for Zone 7 is 78,000 acre-ftlyear 46,000 ae ftI)T. The commenter's statement regarding the adequacy of Zone 7's water supply is noted. No additional response is necessary. r L , 1-,," r t r i r t; San Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-12 EDAW Written and Oral Comments and Responses r r ,..... ~ I; r r t . r t ,.- f)' r , , ,...-. r t , --"'." 13d- CITY OP DUBLIN p,O. Box 2340. Dublin. California 84568 . CIty Offices. 100 Civic Plaza. Dublin, California 94568 Januaf)' 17.< 200 I John J-I. Rennels, Jr. Senior Real Estate Officer San hancisco Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street Oakla.nd, CA 94604-2688 ~ Re: Comments on Draft Supplemental Environmental Impact Report West DublinlPlea~anton BART Station and Tran~it Village Project Dear Sirs: The City of Dublin appreciates the opportunity to comment onthe Draft Supplemental Environmental lmpact Rcport (ErR) for the West Dublin/PJeasanron BART Station and Transit Village Project. The City has severa! ' comments on the Draft Supplemental ErR, and would like to submit them at this time for your consideration in the final EIR document. The Draf1. Supplemental EIR was received in the City offices on December 4,2000, at which time a one-day ex.tension of the public comment period was requestcd to accommodate the City Council's limited meeting 'schedule during the month of December. The City appreciates the extension of tile public review period for submittal of comments to allow us to fully review the document. City staff has some concerns relatcd to traffic and other technical issues which should be further clarified in the document. The concerns arc as follows: I) The Draft Supplemental ElR does not fully describe and clarify the differences between the previous prqject analyzed ill the 1989 BART ErR (office development) and the present project proposed by Jone~ Lang LaSalle (hotel and high density residential development). Th is would consist of a short, qualitative discussion of the aspects of the prcvious pn.1ject and the transition to the newly proposed project. 4-1 2) The list of discretionary actions and approvals needed for the project on page 2-2 of the Draft Supplemental El R is not complete. A complete description of all necessary actions that must be taken during the review and approval process for the Jones Lang LaSalle project should include the Stage 2 Planned District rezoning and. also, re-certification of the Draft Supplemental ETR by the City of Dub] in following certitication by the BART Board of Directors. 4-2 3) The noise analysis in the Draft Supplemental ErR on page 4.3-21 states that the impacts related to exterior noise at the hotel site are significant and unavoidable, and there is no fea5iblc mitigation available to reduce this impact. Exterior noise levels are excessive at the site due to proximity to the fre~way and the BART tracks. Because the exterior noise levels would exceed the noise level standardnonnally acceptable to the City for hotel development, the environmental document should discuss possible mitigation measures to reduce this impact to a conditionally acceptable range; such as soundwalls or a greater distance between the noise source and the land use, and if those mea.<lurcs Me fe3Siblc. 4-3 Admlnlstrm(on (925) 833-6650 . City Council (925) 833.6605 . Finance (9:25) 633-6640 . 6uilding Inspection (925) 833-66:20 Code Enforcement (925) 833-6620 . EngIneering (925) 833-6630 . Paoo & Community Services (925) 633-6645 EconomIc Development (92:j) 833-6650 . Pollca (925) 833-6670 . PubOc Works (925) 833.663Q Community Development (925) ~3-e;Q10 . Fire Prevenllon Bureau (9~5) 833-6606 Letter to BART Cl)mments on DSErR W. Dublin BART Station January 17.2001 Page 2 4) r r The Jones Lang LaSalle development proposes to construct parking for the hotel and residential development at a parking ratio less than that permitted by the City of Dub tin Zoning Ordinance. The environmental document should include some additional in,formation to support the reduction in the required number of parking spaces. The present dl)cument includes a discussion of how the reduced parking ratio was determined, but it does not discuss Dublin's parking standard and that Dublin will need to consider the rationale when reviewing the Jones Lang LaSalle development project. Below is a list of specific comments related to issues which should be further addressed in the traffic analysis of the Draft Supplemental EIR. Goldrm Gate Drive Improvements 5) Currently, Golden Gate Drive is an industrial cul~de-sac and based on City standards, cannot exceed a maximum ADT of 4.000. Since the projected traffic volume of Existing + Approved + Project is anticipated to be 8,950 ADT. a two-way left-turn lane on Golden Gate Drive between Dublin Boulevard and St. Patrick Way should be restriped to collector street standards as an interim improvement. As discussed in Comment #6 below, an additional sil'l. feet ofright"of"way will be needed for the left-turn lane and for the ultima.te configuration of the roadway. This improvement WQutd be consistent with the City of Dublin General Plan for Class 11 Collector Streets. . r- , ~ r- ~ ~.. \ ,...... ! l,c.., - t t r ~ & 6) Thc Draft Supplemental EIR should address the widening of Golden Gate Drive to four lanes with a center left-turn lane in the Existing +Approved + Project + Dublin Speci.fic Plans scenario. This improvement was included in the improvements proposed in the Specific Plans, but should also be mentioned in the analysis in this environmental document. An additional six feet ofright-of"way dedication along the Jones Lang LaSalle project frontage to accommodate the incr.cased traffic and proposed entrances to the project. The additional right-of-way is necessary now for interim improvements to create two lanes southbound. a center turn-lane, and one lane northbound. Ultimate improvements to a four-lane roadway from St. Patrick Way to the BART station. will require right-of- way dedication and im provemE:nt~ on the cast side from the BART station along this project frontage to St. Patrick Way. Since these improvements may be included in a proposed downtown trafik impact fee program, the developer could build this improvement and receive fee credits toward payment of required traffie impact fees for the project, assum ing that the fee structure i9 adopted prior to building permit issuance. '1 '"b"3 4-4 4-5 4-6 The Draft Supplemental ElR should address the amount of traffic, congestion and circulation patterns at the end of the G<.)lden Gate Drive cul-de-sac with the existing and proposed project access points. 4-7 Consideration should be given to constructing a two-lane extension ofSt.Patrick Way for a second driveway to the residential development for secondary access. This would assist in reducing the amount of traffic on Golden Gate Drive going to the residcntialllnd hotel project and also provide for a secondary emergency vehicle access. Since the road is a Capitallmproveineot Project and may be part of a proposed downtown traffic impact fee program, the developer could build this improvement and receive fee credits toward payment of traffic impact fees. assuming that the fee stt1.lcture is adopted prior to building pemlit issuance. 7) The distance betwecn the two major driveways for the project should be at least 200 feet. .Deviations may be approved if it can be demonstrated that left-turn demands do not create an advers~ traffic condition. 4-8 The Draft Supplemental EIR should address the close distance between these two driveways and the two existing driveways at the end. 8) ~ ,..-, Letter to BART Comments on DSEIR W. Dublin BART Station January 17,2001 Page 3 IO~ 9) The Draft Supplemental ErR should address access to the site and onto Golden Gate Drive during phased 14-9 construction, and ho\v it will be built. - ~ Parking 10) The parking study should emphasize that parking along the street cannot be counted as available parking for the project as it will be eliminated when Golden Gate Dri....e is widened. 11) The ~xtcnsion of the w3ter main at the end of Golden Gate Drive should be shown. 12) All parking close to the busses along the first level of the parking garage should be eliminated. Addili,mally, WHEELs has informed the City that 12 bus stalls are needed in the bus area of the garage, rather than eight as shown in the Draft Supplemental EJR. 13) It is suggested that BART staff continue to work closely with the City of Dublin staff on the "charge-for parking" program proposed for the parking garage, and on the monitoring of this program to assure that parking "spillover" 011 adjacent streets and in private parking lots does not OCCUI:". Circulation Details 14) nle Kiss n'Ride area at the main entrance to the site should be relocated to improve the circulation in the station area. 15) The curb return radii on the bus travel path should be increased. 16) The pedestrian accessway from the bus area to the BART station should be improved to increase its efficiency of use. Please contact Janet Harbin. Senior Planner. at (925) 833-6610. or Kevin Van Katwyk, Senior Civil Engineer. at (925) 833-6630, if you have questions regarding this letter. Sincerely, M ;' f Cc: City Coune i1 Douglas 13rown, EDA W Lee Thompson, Public Works Director, Eddie Peabody, Jr., Community Development Director Kevin Van Kalwyk, Sr. Civil Engineer . Janet Harbin, Senior Planner !"'"" ~ L, (i:\B^RT Dt::IRc:ommcnts.doc:(ih) r 14-10 14-11 14-12 4-13 14-14 14-15 14-16 LETTER 4 RESPONSE r t 4-1 r , I r ~ t 4-2 - . t 4-3 r ~ , , 4-4 ,,- 13~ City of Dublin Guy S. Houston, Mayor We assume that the commenter is referencing the joint development alternative included in the 1990 DPX ErR. This conceptual alternative evaluated joint development of commercial, retail or residential development on BART-owned property at the Bay Fair, Castro Valley, or West Dublin/Pleasanton station sites. For the West Dublin/Pleasanton Station, this alternative assumed commercial development on both the Pleasanton and Dublin parcels. The Pleasanton parcel was assumed to include 588,000 square feet of either high-density retail or office uses with 2,060 parking spaces. The Dublin parcel was assumed to include 305,000 square feet of office space and 1,220 parking spaces. The current project includes 170,000 square feet of office uses with 560 at-grade parking spaces and a 419-stall parking garage on the Pleasanton parcel. The Dublin parcel includes a mix of hotel and residential uses with a 713-stall parking garage. The hotel would include 251 parking spaces, 71 of which would be accommodated as shared parking within the BART parking garage. The residential development would include 197 parking spaces; some located at the surface level and some at the one-half level under the residential buildings. The following text is hereby added to the list of discretionary actions by responsible agencies on page 2-2 ofthe Draft Supplemental ErR: Approval of a Planned Development Zoning District Stage 2 Development Plan by the City of Dublin. Consideration of the EIR and adoption ofjindings and a mitigation plan by both the City of Dublin and the City of Pleasanton as responsible agencies following EIR certification by the BART Board. As the commenter states, possible measures for reducing the hotel's exterior noise levels include relocating the hotel further from the existing noise source and/or constructing a sound wall. However, because of the limited area of the site, adequate space is not available to relocate the hotel while maintaining the residential and parking garage components. Moving the hotel to the site of the parking garage would not increase separation from the existing noise source and switching the hotel with the residential uses would expose the future residents to significant exterior noise levels. The installation of a sound wall is not feasible because although it would reduce exterior noise levels for the first floor of the hotel, it would adversely affect upper floors by concentrating noise energy above the sound wall. This would increase the exterior noise levels for the upper floors of the hotel, making it more difficult to achieve interior noise level standards for the hotel rooms. Additionally, adverse visual impacts would be anticipated with the construction of sound walls along Interstate 580. The City of Dublin's parking standards for hotel uses require one parking stall per hotel room plus one stall per 250 square feet of office, one stall per 300 square feet of retail, one stall per 100 square feet of eating and drinking facility, and one stall per employee on the r ~,. ., Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and T ronsit Village 2-13 EDAW Written and Oral Comments and Responses r f ~ LEifER 4 RESPONSE r , f r . , ~ ~. ..- f ~ , , r, ( , ~ I i '/DLP continued ... largest shift. The parking plan for the hotel proposes one parking stall per hotel room. This is because peak hotel parking occurs between 11 p.m. and 6 a.m. when most hotel rooms are occupied. During other hours of the day when the hotel may hold functions that increase parking demand, the parking spaces vacated by hotel guests would be available. For extended stay and suites hotels, few nighttime functions are held. If a full-service hotel is constructed with large events in the evening hours, parking stalls would be available in the adjacent BART parking garage after most commuters have left the garage. BART is committed to working cooperatively with the hotel operator to accommodate the multiple parking demands that occur throughout the day for both the BART Station and the hotel in order to meet the transit oriented goals (i.e., reduced dependence on private vehicles) of the project. The City's parking regulations specify two parking spaces per residential unit. The parking plan for the project proposes 1.85 spaces per residential unit. However, for the residential component of the project, the number of vehicles per resident is expected to be lower than with a typical residential development. This is based on three recent studies that have concluded that transit-based housing has a significantly reduced parking demand. Robert Cervero and Val Menotti, of the National Transit Access Center at the University of California at Berkeley, wrote Market Profiles of Rail-Based Housing Projects in California in 1994. This paper analyzed the secondary benefits of people residing near transit stops. The study found that the average vehicles per household for housing near BART stations is lower than the average for housing near all other transit systems at 1.26 vehicles per household. One of the conclusions of the paper is that "zoning standards could be relaxed to allow fewer parking stalls per unit in complexes near rail stations." Another report prepared by Cervero and Menotti in 1995, Transit-Based Housing in California: Profiles, provides data on the characteristics of 33 multi-family housing projects in California. Thirteen of the projects are located in the San Francisco Bay Area adjacent to BART stations. The vehicles per household for these projects range from 0.78 vehicles to 1.86 vehicles, with an average of 1.23 vehicles per household for all 13 properties. A third study was completed by the National Multi Housing Council and published in their January 28,2000 issue of Research Notes. The study evaluated the number of cars owned by residents of apartments of varying descriptions and locations. The study found that the average number of vehicles owned by apartment residents in the West was 1.2 vehicles per household. This was also the number of vehicles per household for residents of low-rise apartment projects. For apartments located near public transit, the number of vehicles per household was 1.0. The relevant portions of these studies were forwarded to the City of Dublin on December 11, 2000. The full studies are available for review at the BART offices located at 800 Madison Street in Oakland, California. Based on the analysis contained in all three of the above referenced papers, it is anticipated that the residents of the housing to be built with the project would own no more than 1.2 to San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-14 EDAW Written and Oral Comments and Responses ,31 ,....... t t r LEITER 4 continued ... RESPONSE ~ 1.3 vehicles per household. Therefore, although the City's parking requirements specify 2 parking spaces per residential unit, the 1.85 spaces per unit proposed for the residential component of the project would provide more than sufficient parking for future residents. 4-5 The Draft Supplemental EIR includes a roadway segment analysis for roadways in the project vicinity, including Golden Gate Drive, commencing on page 4.5-32. This roadway " segment analysis concludes that to maintain a Level of Service D, a two-lane roadway can not exceed a maximum of 15,600 vehicles per day. This threshold is based on the Transportation Research Board's 1994 Highway Capacity Manual. Because Golden Gate Drive would not exceed this threshold in the Existing plus Approved Projects plus Project scenario, no significant traffic impacts were identified for this roadway segment in the Draft Supplemental EIR. Therefore, the interim improvement and the additional right-of-way identified by the commenter would not be necessary. r i r In the Existing plus Approved Projects plus Project plus General Plan Buildout scenario, this threshold would be exceeded because of the large volume of traffic associated with buildout of undeveloped lands within the City of Dublin. As indicated in Mitigation Measure 6-2 on page 6-19 of the Draft Supplemental, EIR, the City of Dublin would be responsible for widening Golden Gate Drive to four lanes. Jones Lang LaSalle, or its successors in interest, would contribute their fair-share portion through the payment of the City's Traffic Improvement Fee. BART would also contribute its fair-share portion through a separate payment to the City of Dublin. The City would be responsible for acquiring the necessary right-of-way along Golden Gate Drive to construct the roadway improvements when they are needed. r i t lie. 4-6 Please see Response to Comment 4-5. 4-7 The traffic and circulation patterns at the end of Golden Gate, Drive were specifically evaluated commencing on page 4.5-34 of the Draft Supplemental EIR. This analysis evaluated the need to construct an extension of S1. Patrick Way between Golden Gate Drive and Regional Street based on the anticipated traffic patterns at the end of Golden Gate Drive. This analysis is also relevant to constructing a two-lane extension of St. Patrick Way to provide another access to the residential development, because the St. Patrick Way extension would be needed if the shared driveway access to the hotel and residential components on Golden Gate Drive were insufficient to handle traffic from both uses. The Draft Supplemental EIR analysis concluded that the level of service at the hotel/residential driveway and its proximity to the intersection ofSt. Patrick Way/Golden Gate Drive were acceptable to accommodate the traffic generated by the project. The analysis further concluded that there would be no benefit to extending S1. Patrick Way between Golden Gate Drive and Regional Street because adequate circulation would be available as proposed. r If I . r , ~ ~ The residential development currently includes two separate access points, the shared driveway with the hotel and an exit-only driveway closer to St. Patrick Way. Both of these r ~ San Francisco Bay Area Rapid Transit Distrid West Dublin/Pleasanton BART Station and Transit Village 2-15 EDAW Written and Oral Comments and Responses '7 ?:/3 LETTER 4 continued ... RESPONSE driveways could be used by emergency vehicles to access either the hotel or the residential buildings. 4-8 The shared hotel/residential driveway is at least 200 feet centerline to centerline from the residential only driveway. Similarly, the residential only driveway is at least 200 feet centerline to centerline from St. Patrick Way. 4-9 The hotel and residential development are projected to be completed in 2003 and the BART Station and parking garages are projected to be completed in 2004. Site access improvements would be directly tied to the hotel and residential development. Construction traffic would be controlled in order to minimize disruption of traffic along Golden Gate Drive. ~ r -- r i 4-10 The analysis of parking impacts associated with site development did not assume that on-street parking would be available to accommodate the project's parking demands. 4-11 In the vicinity of the Dublin parcel, 12-inch water mains are located under Golden Gate Road and Regional Street. In addition, a 1O-inch water main exists under the paved area directly north and west of the Dublin parcel. A new looped water system connecting to these existing water lines wouldbe installed on the Dublin parcel to serve the proposed development. The details regarding this on-site water system and its connection with the existing water mains would be prepared when detailed building plans are prepared for the site. r ~ t r t 4-12 The design and number of the bus bays was based on consultation with all affected transit agencies, including Wheels, and was determined to be appropriately sized. BART will optimize pedestrian, parking and traffic safety and flow within and near the parking structure as the detailed design of the structure is finalized. .~ In recognition of the potential for spillover parking near BART stations as a result of 1 ~ to charging for parking, BART has developed a comprehensive "Parking Management Toolkit". z::~~~ Th, e,Toolkit is included as Appendix C ofthe Draft Supplemental EIR. BART expects to \t... ~ work closely with the City of Dublin, the City of Pleasant on and property owners near the ro BART station to help address any spillover that may be associated with the implementation of parking charges using the measures proposed in the Toolkit. r- ~ , t 4-13 4-14 Please see Response to Comment 4-12. BART will work closely with the City of Dublin to ensure an appropriate location for the Kiss-n-Ride area. r ~' , 4-15 Please see Response to Comment 4-12. BART will work closely with Wheels and other transit operators to ensure that adequate turn radii are provided for buses. 4-16 Please see Response to Comment 4-12. BART will work closely with the City as the design of the pedestrian facilities are finalized. San Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-16 EDAW Written and Oral Comments and Responses r- f ' ~ /:/1 January 16,2001 C=l I _, II I _,_ ( pLEASANTON. r i John H. Rennels, Jr. Senior Real Estate Officer San Francisco Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street Oakland CA 94604-2688 ~ r . k Dear Mr. Rennels: SUBJECT: Draft Supplemental Environmental Impact Report for the West DublinIPleasanton BART Station and Transit Village Project ' ' ..- k , i r Thank you for the opportunity to comment on the Draft Supplemental Environmental Impact Report for the West DublinIPleasanton BART Station and Transit Village Project. Pleasanton has long planned for the West Dublin/Pleasanton station and has supported its implementation. The addition of the officelhoteVapartment components to make it financially viable coupled with the increased freeway congestion and interchange construction effects have, however, made the review of the proposed project more difficult. The attached memo details many instances requiring clanfications. Our key concerns, however, are relatively few: 1. Use Baseline 2000 Traffic DatalModel. Much has changed in the three years since the data was gathered and used in your EIR. Traffic volumes have appreciably grown on area streets (about 5-1 459 trips on Stoneridge Drive alone, with no appreciable new development). While we recognize this data was not yet ready at the time you drafted the traffic section, it is now, and the entire discussion ofthe traffic mitigation on the Pleasanton side of the freeway needs to be revisited in light of the updated traffic volumes/model. r , . ; !; We are open to nieet with your staff at your earliest convenience to review the key areas requiring review. 2. Analyze Mitigations Necessary With Special Attention to BART's role. Our General Plan requires traffic LOS standards to be met or we simply cannot approve a new discretionary 5-2 project. Most projects in North Pleasanton have participated (including the BART site) in major traffic improvements and have agreed to participate in future needed traffic improvements. The necessary mitigations must be clearly identified and funding mechanisms agree4 upon if the project can be approved. Mitigations must include the local street improvements identified in many earlier City studies but not yet implemented, as well as the major freeway interchange and PUBLIC WORKS Administration 200 Old Bernal Ave. (925) 931-5648 Fax: 93 t -5479 Engineering 200 Old Bernal Ave. (925) 931.5650 Fax: 931-5479 Traffic 200 Old Bernal Ave. (925) 931-5650 Fax: 931-5479 P.O. BOX 520, Pleasanton, CA 94566-0802 Inspection Operations Service Center 205.E Main Street 3333 Busch Road (925) 931-5680 (925) 931-5500 Fax: 931-5484 Fax: 931-5595 Mr. John Rennels, Jr. Page 2 January 16,2001 "1~O ..- \ f , r L r t ' \ r- ! ~ ~ f. associated improvements. The FEIR should include a comprehensive list of what each of these are and how they will be funded. 5-2 Please note that the West LasPositas Interchange has been extensively studied, both as to its impacts and the possible alternatives to it which bring impacted intersections to acceptable' 1'evels of service. The FEIR should include a comprehenSIve list of what each of these are and how they will be funded. 3. Analyze the Local Project Driveways Stoneridge Mall Road Impacts According to the Latest Site I Plans. We are not convinced that the latest site plan/mitigation measures will work the best for 5-3 this key ring road access to the mall and periphery development. We believe a preferable ' solution includes the following: ' . Signalize Embarcadero Court (a better location). · Widen the office driveway to allow sufficient stacking for left turning vehicles, both in and out. . Relocate the BART driveway to increase storage and more equally space it between existing driveways. . Allow all turning movements at both driveways. · Ifnecessary later, add a four-way stop at the office driveway; if ever needed, signalize it. · Lengthen/add other bus/kiss-and-ride locations. · Eliminate the one-way.exit from the office lot to the BART driveway and add another exit/entrance at the northeast comer of the office lot. 4.. With these conditions, the ring road should continue to function as the distributor or traffic to the mall without requiring excessive traffic controls. Our analysis, using existing traffic volumes, shows that the BART/office traffic can enter/exit satisfact~rily with these configurations. Parldng Spillover. The BART station/office layout is designed to minimize problems to the new office building but puts at risk the adjoining parking lots of the offices and malL The "tool kit" 5-4 discussed carries many useful methods, but we believe BART must include the option of future increased parking either in the planned structure or in the office lot. We also note that the mall accesses are not designed to allow simple cordoning off. If spillover becomes an issue here, modifying the mall parking lot accesses (constructing a median and reconfiguring access) may be necessary. This has significant impacts with respect to lost parking. We urge BART to reach an agreement with the mall owners for making staged measures to eliminate unwanted spillover into the nla11 parking lot. Similarly, the westerly neighbor's driveway provides the most convenientkiss-and-ride location as the site is designed. Managing the effects which can be predicted at this time should be made a part of the initial plan. Mr. John Rennels, Jr. Page 3 January 16~ 2001 lY I r We \'\Ii11 be happy to addr~ss these general comments and the particular ones in the attached memos at ~. your convenience. If you have any questions, please call me at (925) 931-5604. Sincerely~ ~~ A."~ Brian W. Swift~ n::::::T \../ Planning and Community Development BWS:kf/Ol162001rennels Attachments: Memo from Steve Otto~ dated January l6~ 2001 Memo from Bill van Gelder~ dated January 12,2001 r r t t ' r- 1 I.-~ r tJ fi r Ie " r !'"""' i , ,......, . t I ,- , I~Z- Date: January 16,2001 To: Brian W. Swift, Planning Director From: Steve Otto, Associate Planner Subject: Draft Supplemental Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit Village Project Here are my comments on the BART EIR. Please note that these comments are limited to Pleasanton impacts. Executive Summary p. 2-4 - The DEIR lists three Pleasanton intersections that will be impacted to a significant and unavoidable level if the 1-6801West Las Positas Interchange is not built. The ErR needs to state that the developer shall agree to pay its fair share of any alternative traffic mitigation m~asure designed to mitigate long-term traffic Levels-of-Service (LOS) on north Pleasanton freeway interchanges, streets, and/or intersections with or without the 1-6801West Las Positas Boulevard freeway interchange. 5-5 p. 2-9 - Mitigation Measure (MM) 4.2-2 and 4.2-4 - In order to be consistent with City of Pleasant on stonnwater policies and ordinances, will require oil/water separators for the parking lot drain inlets and trash enc1osure(s). Furthermore, the trash enclosure(s) shall be required to be roofed and drain to the sanitary sewer system. 5-6 p.2-! 0 - MM 4.3-1 - The DEIR should define "daytime" construction hours. The City's standard construction hours are 8:00am to' 5:00pm, Monday through Saturday. Staffbe1ieves that these hours would be acceptable for the BART station project. However. in some cases, Saturday construction has not been allowed. 5-7 p.2-II - MM 4.3-4 - Existing noise levels and impacts need to either be provided now with the DEIR or 5-8 later during review of the PUD development plan. The EIR should note that the City of Pleasant on General Plan requires office buildings be mitigated to provide an interior noise level of 45 dBA Leq or less. For the Dublin side, the DEIR should indicate whether or not a soundwall is proposed since this will create an aesthetic impact that would need to be discussed in the DEIR and mitigated. p.2-14 - M:M 4.4-4 - To reduce particulates, the City recommends that only non wood-burning gas or 15-9 EP A certified fireplaces be used in the residential units and hotel. jtf"?J p.2-17 - MM 4.5-4 - Analysis should be provided to justify that 50 ft. of storage space will be adequate 5-10 for the BART driveway. Does the recommendation for 50 ft. of storage space at the BART station driveway assume right turn inlout only? p.2-18 - MM4.5-5 - Provide analysis to support the office p:arking demand. Also, provi de data to { 5-11 support statement that the BART parking is adequate. p.2-18 - M114.5-5 - The City feels that the mitigation measure for a potential charge program doesn't adequately address concerns of spillover (the City feels that there may not be adequate parking even without charging). The EIR states that BART would first implement the charge program and then see if any problems occur. The City feels that BART should create an adequate program to address spillover prior to charging. Also, the EIR should create solutions for this specific site and not rely on a program that was created to solve parking problems at SFO. The City also believes that the solutiions indicated in the parking management toolkit are feasible. Furthermore, the solutions in the toolkit (e.g., install access gates or chain off surrounding parking lots, require parking stickers, install signs .and enforce, etc) create some type of inconvenience for theowner/tenantlemployee/shopper while BART, who causes the problem, is not impacted. The mitigation measure should state that the charge program Gould be rescinded if spillover parking cannot be adequately controlled. In addition, the EIR should include a' mitigation measure which states that additional BART parking will be created on the BART station parking garage or office building site should spillover parking problems occur (with or without charging). ' p2-28 - MM 4.,9-1 - Results of the recent biological field surveys should be included wiith the EIR. 15-13 n f, ; ~ n r I l p.2-33 and 34 - MM 6-3 - As required by the City's General Plan, if the traffic study shows that an affected intersection would exceed LOS "D" (greater than 0.90 volume-to-capacity ratio) as a result of the project, that intersection must be improved as a condition of the project to achieve LOS "D" or 'better. The project developer(s) would be required to either: 1) install or fund the up front costs of the traffic improvement, with reimbursement by future developers benefiting from the improvement or existing developers specifically required to pay their fair share towards the improvement; or 2) pay its fair share towards the traffic improvement if constructed by another developer. r ! j r t. r t The EIR states that the developer shall contribute its fair-share portion of traffic improvements through the City's traffic improvement fee. Please note that the City ofPleasanton's traffic impalet fees are a separate fee to be paid in addition to any site specific traffic improvements triggered by the project. However, should the BART project instaU a traffic improvement that was previously plamned as capital improvement project to be funded by the City's traffic impact fee's, then the developer(s) of the project could be eligible for a credit against the City's traffic impact fees for the project. r- L 5-12 5-14 5-15 p.2-34....,.. MM 6-3 - The EIR needs to state that if the 1-680fWest Las Positas Interchange is not 5-16 constructed, then this project will be required to pay its fair share of anyaltemative intemection/roadway improvements to allow City streets to comply with General Plan standards. .' - f . t. ; p.2-34 - MM 6-3 - Regarding the Johnson Drive/Stoneridge Dr. intersection without the I-680fWest Las Positas Interchange, the last sentence states that "No feasible mitigation measures are available to reduce this impact to a less-than-significant level." However, the West Las Positas Committee has come up with alternative traffic improvements to allow this plus the other unacceptable intersections to operate 5-17 "7 LJ,t.f acceptably without the interchange (please review the Committee's Draft Final Summary Report da~ed January 2001). The EIR will need to analyze as to their feasibility. SIt7 Note: see below for additional comments on the mitigation ~easures. ~ Proiect Descriotion p.3-5 - The "Project Characteristics" section should state if the same fare will be charged at the East DublinIPleasanton station and the proposed station. The effect the pricing decision has on parking demand should be discussed and mitigation policies proposed. We believe a "same price" policy would best allocate parking between the stations. p3-5 - Details of the proposed hotel and its amenities need to be discussed in the DEIR (e.g., is it an extended stay or standard hotel, would it have conference/meeting rooms, an on-site restaurant, etc.) as these details can affect traffic ,and parking analysis. p.3-5 - The estimated timing/phasing of construction should be noted. p.3-6 - As proposed, 71 hotel parking spaces will be "shared" parking in the BAAT garage (the after IO:OOam parking). The DEIR should indicate how the shared parking between the hotel and the BART station v.rould be structured in the evenings. For example, ifthe'10:00am stalls are still occupied by BART patrons and the Hotel parking spaces are :full, where will the hotel guests park? Land Use p.4.1-12 - Include Pleasanton General Plan Circulation Element Policy (no. 12) and Programs (12.2 and 12.3) related to the BART station. Also, the DEIR should state that the west BART station is shown on the General Plan land use map as a "Proposed BART Station." , r Hydrology and Water Ouality L p.4.2-8 - The environmental impact section should indicate if any proposed modifications are proposed to Dublin Creek (e.g., bank modification, new outfall structure, new landscaping, etc.). In addition, the approximate parking lot setback from Dublin Creek should be indicated in the DEIR. 5-18 5-19 15-20 5-21 5-22 5-23 5-24 p.4.3-6 - Add that office buildings should be mitigated to provide an interior noise level of 45 dBA Leq 15-26 or less as stipulated in the Pleasanton General Plan. n ;\' ., 1Lf5' ,....., I p.4.3-7 - Add that in some cases, Saturday construction is not allowed. 15-27 - t ; p.4.3-9 Table 4.3-5 - San Ramon Road becomes Foothill Road south ofI-S80. Please correct the table. [5-30 p.4.3-17 Table 4.3-8 - San Ramon Road becomes Foothill Road south ofI-580. Please correct the table. 15-31 p.4.3-20 - MM 4.3-1- The EIR needs to define "daytime" construction hours. The City recommends that the project should comply with our standard construction hours (i.e., 8:00am to 5:00pm, Monday through Saturday. 5-32 ~ pp.4.3-20 and 21 - The EIR should indicate if soundwalIs will be considered as a noise mitigation. If /5-33 r" soundwaIls are possible, then they need to be discussed in the aesthetic impact section. t,j Transportation/Circulation - Excluding BuiIdout Appendix B - The DEIR uses the City's trip generation tables from 1998. These need to be updated 15-34 with 2000 data. ' App~ndix B - The LOS worksheets indicate that the DEIR used 1998 counts not 2000 counts as stated in 15-35 lit the text. r The traffic analysis should indicate ifPleasanton streets, with the proposed project, will comply with the 15-36 "Desirable Level of Service Volwnes" indicated on Table III-l of the 1996 General Plan. In general, the "City Anticipated Improv.ement" should be clearly defmed as it is used in the DEJR. Are 5-37 r these improvements the alternatives to the interchange that are currently being reviewed by the I- r 680IWest Las Positas Interchange Citizens' Committee? It should be clarified throughout the EJR that any alternatives for the I-680/West Las Positas Interchange have not been initiated or approved and would require revisions to the City's General Plan (e.g., widening Stoneridge Drive to eight lanes) and a joint funding plan. Exhibit 4.5-2 onp.4.5-3 - The EIR assumes 15% of the hotel trips would use Hopyard/Owens. The EIR l5-38 should address this intersection as well as it is projected to be one of the City's most congested at build- out. Exhibit 4.5-2 on p.4.5-3 - Stoneridge Mall RoadlFabian Court and Stoneridge Mall RoadlEmbarcadero Court should be included as study intersections. 15-39 p.4.5-6 - The EIR assumes that the Foothill/San Ramon RdII-S80 Interchange has been "reconflgured" inthe existing plus approved analysis. The EIR needs to analyze traffic based on its existing configuration. The EIR should also provide a diagram of this intersection's existing and "reconfigured" 5-40 r: 7~LP r- ! i1ir,.,.;H ~ ! conditions. Please note that the funding of this improvement is eligible for the Tri-Valley Traffic Fees. The Citys of Pleasanton and Dublin have shared the cost of the project study report. Dublin is preparing the plans and specifications for this improvement with the assumption that Pleasanton would pay half. The City Council has not committed funds for the final plans or construction. p.4.5-12 - States FoothilVCanyon Way operating at LOS D, but Table 4.5-2 indicates LOS NC in the 15-41 amlpm. Clarify/correct, using 2000 base volumes. 5-40 p.4.5-12 - The text indicates that the LOS for Foothill/Canyon Way is "...LOS D just above the 5-42 minimum acceptable standard." It should be reworded to state that it is at the minimum acceptable standard rather than above it. ,... \. ! Table 4.5-2 on p.4.5-15 - Existing vIe and LOS for Foothill/Canyon Way is incorrect for the pm peak 5-43 hour. It should be vIe of 0.86 and LOS D. Note: this table is also inconsistent with p.4.5-12 that states a LOS D for this intersection. - I' p.4.5-16 - Regarding the traffic significance thresholds, the Pleasanton General Plan requires mitigation 5-44 if the proposed project causes an intersection to reach LOS E or F or add traffic to an intersection that is already projected to exceed LOS D. Otherwise, the City cannot approve the project. pp.4.5-19, 20, and 21 - Indicate timing for planned Dublin road improvements that were assumed to be 15-45 built with the existing plus approved plus project analysis. ..... . ' p.4.5-23 - The EIR needs to indicate what type of hotel from the lTE manual was used for trip generation. The ITE hotel type should match the actual hotel type proposed. /5-46 p.4.5-23 - The BART station ridership and traffic generation for the west station is based on existing ridership at the east station and a forecasting model forthe year 2010. The EIR should include these studies so the assumptions/conclusions in the EIR can be verified. For example, did the model include future development in east Dublin, Dougherty Valley, Tassajara Valley, North Livermore, etc. Did it include Measure D impacts on these areas? 5-47 . k t , p.4.5-24 - The EIRcounts vehicles dropping-offpassengers in the morning and picking-up passengers in the evening only as exit and enter vehicle trips, respectively, which are the non-critical traffic movements at that time. However, these vehicles dontt stay at the station and will also add to the critical movements when the drop-off vehicle heads to the station and the pick-up vehicle leaves the 5-51 ..- t 't 1~1 station. Therefore, the EIR should double count these vehicles (coming and going during each leg). Similar comment for vehicles picking-up in the am and dropping-off in the evening. Similar comment for shuttles. 5-51 p.4.5-27 - The EIR shoul.d state the existing trip distribution percentages from the East Dublin/Pleasanton BART station. 15-52 L; p.4.5-27 - The EIR assumes that the existing riders coming' east of the East DublinlPleasanton BART station would continue using the east station. The EIR should state the worst case scenario. Therefore, shouldn't some small percentage travel to the west station, particularly if there is a future parking problem? 5-53 p.4.5-27 - Which local residential growth rates were looked at? For what time period? 15-54 Exhibit 4.5-9 on p.4.5-30 - Please confirm that the traffic from the proposed residences and hotel using 5-55 Pleasanton streets (i.e., Foothill Road and Hopyard Road as shown on Exhibit 4.5-9) are included in Pleasanton's traffic analysis. . p.4.5-32 - The EIR should indicate the peak hour traffic volume that would trigger the need for a signal. I 5-56 Exhibit 4.5-12 on p. 4.5-38 - Exhibit doesn't show Pleasantori study intersections. 15-57 p.4.5-39 - The West Las PositaslI-680 interchange should be characterized as planned but unfunded, and being studied by a citizens advisory committee to determine whether alternatives to its construction 5-58 are possible. (""'" )>.4.5-40- The EIR states that the land use database for the existing plus approved was based on 98 '\5-59 ~. j traffic model with an adjustment for Safeway. The EIR needs to use the 2000 trip generation table for the existing plus approved scenario. r"': p.4.S-40 - The EIR assumed that the planned improvements would be completed in the "future study 5-60 scenarios." The EIR needs to define these future study scenarios. Note that some "planned improvements" are required by development agreements to spread the cost to other new development contributing traffic to these areas. 15-61 Exhibit 4.5-13 on p.4.5-41 - The existing turning movement volumes for the FoothiWSan Ramon RoadfI-SSO Interchange on- and off-ramps need to be shown. ..- Exhibit 4.5-14 on p. 4.5-42 - It appears that there may be some errors in the existing and/or the existing 5-62 plus approved turning movement volumes. For example, at Foothill/Canyon Way, the southbound through movements have been reduced in the existing plus approved scenario. Likewise, the FoothilllStoneridge southbound, southbound to eastbound left turn, and southbound to westbound right turn movements all decrease in the existing plus approved scenario. There are a few other intersection turning movements that also go down. The EIR should indicate why these volumes would go down. ...... r l \) r i : .' p.4.5-43 - The planned intersection improvements should be based on the latest information available 15-63 and not the City's 98 traffic count report. - ~ t ...- t j .,1 r" r t":' . i r I - !t r'" ~ t f r r,. i 'J~g p.4.5-43 -1rhe Foothill/Canyon WaylDublin Canyon improvements would be funded by the existing developers.in the Stoneridge Mall area as well as those subsequently developing (i.e., the BART project). p.4.5-43 -lfhe "free" right turn and pork chop island at Stoneridge Dr/Stoneridge Mall Road intersection is a planned improvement that should be added to the list. 5-64 15-65 p.4.5-43 and Table 4.5-7 - Please confirm that the existing plus approved LOS are based on 2000 15-66 counts. p.4.5-44 - Indicate timing and funding of improvement at Stoneridge Dr./Hopyard Rd. 15-67 p.4.5-44 - The text indicates that the 1-680 SB Ramps/Stoneridge Drive will operate unacceptably (LOS 5-68 E) at the pm peak without the West Las Positas Interchange. However, Table 4.5-7 indicates that it will also operate: unacceptably in the am as well. Please clarify/correct. p.4.5-44 - The anticipated City improvement for the I-680/SB ramps/Stoneridge Drive intersection needs to be clarified (e.g., is this a possible improvement being considered by the I-6801West Las Positas Intelrchange Citizen's Comniittee?). Please clarify/correct. Also, the timing and funding of this improvement needs to be discussed. . p.4.5-44 - The EIR discusses General Plan buildout improvements when discussing existing plus approved traffic conditions. The General Plan buildout improvements should not be used when discussing e:xisting plus approved conditions unless the EIR is indicating that these improvements are required with construction of the BART project. Please clarify/correct. p.4.5-44 - The EIR text should state that office trip generation is based on gross square feet not "rentable" square feet. Note: the calculations were based on gross square feet. p.4.5-44 - Office trips for the proposed office building were reduced by 15% due to the proximity of the BART station. The EIR should include the results of the Pleasanton surveys to support the proposed discount. In addition, the City's 1.33 trips per 1,000 sq. ft. trip generation rate for office uses already includes about a 10% reduction for assumed alternative commute modes. Did the UC Berkeley study take this into account? In addition, the EIR needs to indicate which stations were studied since the station location plays an important factor on ridership (a copy of this study would also be helpful). Given that tlhe West Dublin/Pleasanton station will almost be at the end of the line, the office ridership can come only from westerly destinations. This eliminates most of the potential employment base in the Tri-Valley-I-680 corridor. Please justify the presumed reduction given these Iocational considerations. 5-69 5-70 15-71 5-72 p.4.5-46 - The discussion on the ntimber of bus trips should state "Therefore, 3 inbound and 3 outbound 15-73 bus trips would occur at the BART Station in Pleasanton durin!! the am and pm peak h~urs." p.4.5-47 - Include an exhibit showing the project only turning movement volumes on the affected Pleasanton intersections. p.4.5-47 - The traffic section should include some discussion on the potential for overflow parking driving from one station to the other. 15-74 5-75 r- , t . , 1~1 p.4.5-47 - The first paragraph under "Trip Distribution and Assignment" indicates that the overall trip distribution assumptions for the BART station are found on Exhibit 4.5-8. However, Exhibit 4.5-8 is 5-76 actually an Exhibit for the home-based trip distribution assumptions on the Dublin side. Please correct. - ~ . p.4.5-49 - An exhibit should be provided that shows the assUmed reduction and addition of trips at the affected intersections due to the BART station and freeway diversion. . p.4.5-49 - Provide an exhibit showing the work-based trip distribution assumptions for Pleasanton. o ~ Exhibit 4.5-16 on p.4.S-S0 ~ The office trip distribution assumptions appear to be a modified version of the home-based trip distribution assumptions. Please correct. 15-77 15-78 15-79 Exhibit 4.5-17 on p.4.5-51 - Doesn't indicate the existing plus approved plus project turning movement 1'5-80 volumes as stated in the text on p.4.5-49 and title block for the exhibit. Please correct. Exhibit4.5-17 on p.4.S-51 - The exhibit should clearly indicate that the turning p10vements are with the I -680/W est Las Positas Interchange. An exhibit should also be provided showing the existing plus approved plus project turning movement volumes without the 1-6801West Las Positas Interchange. ' p.4.5-52 - See earlier discussion on the City's significance threshold for mitigations. BART will have to pay its pro rata share of the cost to mitigate the Hopyard/Stoneridge Drive intersection if the 1- 680IWest Las Positas Interchange is not built. r ! p.4.5-52 - A proposed mitigation measure needs to be provided for the Stoneridge Mall Road/Stoneridge Drive intersection. 5-81 15-82 15-83 p.4.5-52 - See previous comments for p.4.5-44 of the EIR regarding the planned improvements for the 1- 5-84 680/Stoneridge Drive off-ramp. Also, the BART project will be required to pay its fair share of any improvements required to make the 1-680/Stoneridge Drive off-ramp operate at acceptable LOS. Table 4.5-9 on p.4.5-54 - The text on p. 4.5-53 states that Table 4.5~9 indicates both the existing plus 5-85 approved projects and existing plus approved projects plus proposed project scenarios. However, the title block on the table indicates "Existing Plus Approved Plus Proposed Project." Please correct. Are the LOS on the upper portion of the table with or without the 1-6801West Las Positas Interchange? Also, the title block on the lower half of the table erroneously states that these are unsignalized intersections. In addition, it appears that the lower portion of the table is with the 1-680/West Las Positas Interchange, not without. Furthermore, the V/C and LOS data in this table appears to be inaccurate. r ! Table 4.5-9 on p.4.5-54 - Please indicate where in the EIR the mitigation for the Stoneridge Mall Road/Stoneridge Drive intersection is discussed. ' r I 15-86 15-87 5-88 r- } ,...., , ! ~ r: I , r t r- l ,..... t t r ~ r r 1 t 160 p.4.5-56 - A condition of approval for the PUD governing the BART site required that the developer pay its appropriate share of all traffic control devices, including traffic signals, on Stoneridge Mall Road 5-89 needed to make the road function smoothly. Therefore, BART would be required to pay its pro rata share of any future traffic signals needed on Stoneridge Mal~ Road, including the signal at Embarcadero Court!Stoneridge Mall Road. Parking 5-90 Table 4.5-10 on p.4.5-57 - The type of hotel and its amenities should be di,SCUSS~d in the EIR (e.g., suite. 15-92 type hotel, conference/meeting rooms, on-site restaurant, etc.) since these can affect parking demand. p.4.5-57 - See comment above regarding the proposed shared parking between the BART station and 15-93 the hotel (p.3-6). p.4.5-57 -- The ErR needs to indicate the number of current riders at the East DublinfI>leasanton station 5-94 and the number of vacant spaces at the peak demand. Also, some discussion/data should be provided on the number of cars that illegally park in the parking lot at the East DublinIPleasanton station (e.g., cars that park in the reserved spaces prior to 10:00 am, park in the carpoollvanpool spaces, park in red zones .or: sidewalks, etc.). p.4.5-57 - Provide 'ridership projections for the BART station as used in the parking analysis. A 5-95 projection of parking demand based on the projected ridership growth and the current parking demand at the East Dublin/Pleasanton station should be provided. p.4.5-57 - Given that parking fortl1eBA:RT station has been designed to just meet the maximum estimated parking demand with no margin for error, the City of Pleasant on believes that potential parking spillover, even if parking is free, is a potentially significant impact. The City recommends that additional parking spaces be provided for the station should the parking demand exceed estimates. As an alternative, we recommend that the EIR include a mitigation measure that indicates that BART would construct additional parking (e.g., new levels on the BART garages, a new garage on the office site. etc.) ifparking problems arise that carmot be adequately mitigated by BART's Parking Management Toolkit. 5-96 p.4.5-57 - The EIR should indicate if any preferential parking spaces are proposed at the West DublinIPleasanton station (e.g., carpool, vanpool, shared vehicle, etc.). The number ofp~eferential parking spaces at the existing station should also be indicated. . \5-97 p.4.5-58 - Are all 3, 100 existing parking spaces at the east station permanent parking spaces? 15-98 p.4.5-60 - The EIR indicates that the BART station driveway on the Pleasanton side will need to be right turn in/out only. However, the text on p.4.5-53 indicates that left turns into this driveway would be allowed. Please clarify/correct. Did the trip distribution assumptions for the EIR assume this driveway 5-99 -151 allowed left turns in or was it limited to right turns inlout only? The EIR also indicates that the BART 5-99 station driveway shall accommodate one entry and two exit lanes. Are these right turn inlout lanes? A detail should be provided showing how the right turn in/out restriction and lane stacking would be accomplished. ..- ~ .J p.4.5-60 - Does the recommendation for SO ft. of storage space at the BART station driveway assume I right turn inlout only? Please provide data to justify that 50 ft. of storage space will be adequate for'the 5-100 BART driveway. Police p.4.6-5 - The EIR should indicate that the parking garages shall be designed to reduce crime (e.g., 5-101 adequate lighting, don't provide hiding places inside the garage, provide adequate visibility inside the garage from its exterior, utilize see-through elevators, provide "panic" phones, etc.). Fire p.4.6-15 - The EIR should state that the City of Pleasant on will require automatic fire 'sprinklers for both 15-102 the office building and BART parking garage. f- ~ ' I " Water P4.6-16 - The EIR should include the water supply impacts for the BART station in its analysis since water supply and demand has changed since 1989. r- ~ Table 4.6-1 on p.4.6-22 - The office building is incorrectly listed as 180,000 sq. ft. Please correct. r 5-103 15-104 Sewer P4.6-25 - The EIR should include the wastewater service impacts for the BART station since wastewater 15-105 collection and treatment has changed since 1989. (", , l p.4.6-29 - If installation of the new 10-inch sewer line within Stonerldge Mall Road were delayed~ there would not be adequate capacity in the 8 inch line to accommodate the BART project. Therefore, the EIR should state that building permits for the project would be withheld pending completion of the sewer line. p.4.6-30 - The table reference is incorrectly listed at Table 4.6-1. Please correct. 5-106 15-107 p.4.6-32 - The EIR should indicate that building permits for the BART project may be withheld if sewer \5-108 capacity is found by the City not to be available., . ,..... ; , f . Aesthetics p.4.8-4 - The City of Pleasant on is concerned that the proposed six-story parking garage and eight-story 5-109 hotel building may be out of scale with the surrounding buildings which don't exceed approximately 40 ft. on the north side ofl-580 and don't exceed six stories (Wyndham Garden Hotel) on the south side of 1-580. An eight-story building haS the potential to be the tallest building in both the Cities of Dublin and - , , t ~5;r Pleasanton; the City feels this would be a significant aesthetic impact. The approximate height of the parking garage and hotel building should be indicated to allow the aesthetic impacts of the proposed buildings to be fully analyzed. 5-109 - " t , p.4.8-5- The EIR erroneously indicates that the new Safeway building will be 6 stories tall. This building will be only 5 stories tall. Please correct. 15-110 Biological Resources r : . /r^ p.4.9-2 - Please note that the City of Pleasant on's Heritage Tree Ordinance also defines a heritage tree as: 5-111 a. Any tree of particular historical significance specifically designated by official action. . b. A stand of trees, the nature of which makes each dependent upon the other for survival or ,the ar~a's natural beauty. p.4.9-2 -The EIR should indicate that the request to remove the existing trees on the site will need to be reviewed in conjunction with the application for the proposed development, subject to final review and approval by the City Council. Also, please delete the text indicating that the Department of Public Works would review the tree removal request. n Energy Resources ~ 5-112 r ~ : , p.4.12-2 - To further reduce use of energy resources, the project should generally seek to comply with 5-113 the energy efficiency guidelines of the U.S. Green Building Council. In addition, the project should also incorporate U.S. Green Building concepts for use of recycled materials and diversion of waste materials. Proiect Alternatives r p.5-16 - A truer description of the aesthetic impacts with the 'Pleasanton Reduced Density Alternative" 5-114 would indicate that the alternative would be substantially less than with the proposed project due to the following: 1. The reduced density alternative would have 141 fewer surface parking spaces than the proposed project and, therefore, more land available for landscape screening. The elimination of a five-story office building and parking garage would substantially reduce visual impacts from off site views. ' Since the proposed office building would also have surface parking along the freeway, there would be no aesthetic benefit with the proposed project. With appropriate landscaping, the reduced density alternative's 419 parking spaces could be screened from off-site views. 1/*"'\ ~ t 2. 3. 4. r " Cumulative Impacts p.6-2 - Please modify the EIR text to incoIporate the following data: As of January 1,2000, the City of Pleasanton has a total of23,797 housing units (24,329 as of January 1,2001). The City's Growth Management program currently limits annual housing growth to 300 market rate units (50 additional 5-115 p.6-12 - In the "Impact 6-3" section, there appears to be a few inaccuracies in this paragraph. For example, the EIR states that under the existing' plus approved plus project plus buildout scenario, four intersections (actually five including the San Ramon BoulevardJI-580 Westbound ramps) will operate at unacceptable levels with the I-680fWest Las Positas Boulevard Interchange (nos. 345, 346, and 347). Intersection no. 313 was missing from this list. Please correct. Also, in the next sentence, the EIR states that traffic generated from the BART project would contribute significantly to three of these intersections (nos. 346, 347, and 348). However, intersection no. 348 wasn't included as one of the four intersections and based on the information listed in Table 6-3 would operate acceptably at LOS D. Please clarify/correct. p.6-15 - See earlier discussion on the City's significance threshold for mitigations. BART will have to 15-122 pay its pro rata share of the cost to mitigate the Hopyard/Stoneridge Drive intersection if the 1-6801West Las Positas Interchange is not built. f 16'; ~ r ~ ~ units per year are reserved for affordable housing). The City of Pleasant on is estimated to reach huildout in the year 2013 or later. Buildout Traffic AppendixB - The ErR uses the City's buildout trip generation tables from 1998. These need to be updated with the 2000 data. Appendix B - The buildout LOS worksheets need to use 2000 counts. The EIR should provide Exhibits showing the proposed mitigations. Exhibit 6-2 on p.6-9 - Adjust turning movement volumes to reflect 2000 traffic counts and buildout trip generation data. p.6-9 and 13 - Provide Exhibits showing buildout turning movements with the 1-6801West Las Positas Interchange (with and without project). . r- ~ J ,- f ~ .' . 15-115 15-116 15-117 15-118 r 5-119 15-120 5-121 p.6-15 - For the Hopyard/Stoneridge Drive intersection, the text states that it would operate acceptably 5-123 with the I-6801West Las Positas Boulevard Interchange. However, in Table 6.3, its states that this intersection would operate at LOS F in the pm peak. Please clarify/correct. p.6-15 - The BART project would be required to pay its fair share of the Stoneridge Drive/Stoneridge 15-124 Mall Road "free" right turn. ,-.,., ! t r p.6-16 - 1-680 Northbound RampslStoneridge Drive - The EIR needs to state that the developer shall 5-125 agree to pay its fair share of any alternative traffic mitigation measure designed to mitigate long.term traffic Levels-of-Service (LOS) at this intersection without the 1-680fWest Las Positas Boulevard freeway interchange. , ~ p.6-16 - See earlier discussion on the City's significance threshold for mitigations. BART will have to 5-126 pay its pro rata share of the cost to mitigate this intersection if the 1-6801West Las Positas Interchange is not built. 1S~ r- ! I i p.6-20- Southbound 1-680 RampslStoneridge Drive - The EIR should note that the intersection will not \5-127 operate acceptably even with the mitigations discussed in this paragraph. p.6-21 _ Johnson Drive/Stoneridge Dr. - Without the 1-6801West Las Positas Interchange, this intersection will operate unacceptably. However the EIR states that "No feasible mitigation measures 5-128 are available to reduce this impact to a less-than-significant level." However, the West Las Positas Committee has identified alternative traffic improvements to allow this intersection to operate acceptably. The EIR needs to state that the developer shall agree to pay its fair share of any alternative traffic mitigation measure designed to mitigate long-term traffic Levels-of-Service (LOS) at this intersection without the 1-680/West Las Positas Boulevard freeway interchange. ..- t i " Mitigation 6-3 on p.6-20 - Without the 1-680/West Las Positas Interchange, five Stoneridge Drive intersections will operate unacceptably (nos. 313,346,347,348, and 349). The EIR needs to discuss' possible mitigations and whether they will adequately mitigate these intersections (e.g., widening Stoneridge Drive to eight lanes). 5-129 p.6-21 - The EIR indicates that significant and unavoidable cumulative traffic impacts would occur if the 1-680/West Las Positas Interchange is not constructed. However, as indicated above, the City believes that there are alternative intersection and roadway improvements that need to be analyzed to see if the intersections can be mitigated to less-tban-significant lev~ls. 5-130 Miscellaneous Comments 1. The EIR should address weather protection for the station platform and pedestrian bridge. 15-131 r ~ .2jr:v\/ r-- ! ~ r~' " j, ,..... t , 16l!'~/ pLfASANTON. MEMORANDUM Date: January 12,2001 To: Brian Swift From: Bill van Gelder Subject: BART West Station EIR Review of the latest copy of the "Draft Suppliment Environmental Impact Report for th,e West Dublin/Pleasanton BART Station and Transit Village" has produced some additional co,ncems above those cited in my August 10 and December 4 memos. - , . . 1n In reviewing the "Existing" traffic volumes on Stoneridge eastbound in the PM peak hour the volumes on the 1-680 overpass eastbound were 2200 vehicles per hour in 1/22/1998. These are the volumes used in the "1998 Baseline Report". The similar volume used in the "2000 Baseline Reportll is 2659 for 2/03/2000, or some 459 vehicles per hour increase. This is a 21 % increase in two years. The increased volume in the critical lanes makes our job of meeting LOS standards that much more difficult. Even at the lower 1998 base volume levels the EIR shows that with the BART Station and the Transit Villagel .170,000 Sq. Ft. of office the LOS can no longer be met, at Buildout, even with the construction of the W. Las PositaslI-680 interchange. While Construction of the WLP interchange substantially improves the LOS of the problem intersections on Stoneridge Drive, the project in fact pushes the: LOS over into the LOS "E" level. The "Existing Plus Approved Plus Project" volumes all meet LOS s:tandards if the WLP interchange is built, and could be met if acceptable alternatives to the interchange were implemented. The alternatives however focus much more traffic on Stoneridge Drive. 5-132 , The 459 vehicle per hour increase in existing traffic volumes on Stoneridge is composed of some local Pleasanton Growth and some diverted traffic which would normally use the offramps aLt Hopyard Road, Hacienda Drive and Santa Rita Road. Review of the Eastbound off ramp volumes at these interchanges indicates a decrease in 1999 and year 2000. The total eastbound volumes exiting Hopy.ard, Hacienda and Santa Rita in 1998 was 2109, in 1999 it was 1915 and in 2000 it was 2039. Exiting 1the freeway early and using Stoneridge for Pleasanton residents saves time as compared to staying on 1-580 in congestion and exiting at the normal exits. r We are trying to mitigate this diversion with major Regional projects. Pleasanton is mamaging the 1-580 "Smart Corridor" project which looks to better manage the volumes and keep speeds reasonable via ramp metering and incident management. The Eastbound bottleneck is at Santa Rita Rf:>ad Interchange where the number of lanes decreases. The recently passed Measure "B II extension has funding for Auxiliary lanes on 1-580 east of Santa Rita Road. Dublin will also be construction auxiliary lanes in conjunction with their Santa Rita Ifassajara 1-680 interchange modernization project and the EI C:\WINDOWS\Temporary Internet Files\OLK85\bart sup eir.doc 15lP CharrolFallon Road 1-580 Project. The state is also doing a PSR for the HOV lane Project on 1-580 from Santa Ritaffassajara to Livennore. While a funding source, Tri-Valley Traffic Development Fees exists for the HOV improvements funding is not adequate to complete the project along with Hwy 84 improvements. 5-132 r l f Members of the West Las Positas 1-680 citizens Committee have expressed concern that~ lithe BART EIR implies that the West Las Positas/I.680 interchange is needed to enable the BART Project and ihat "With the Interchange" there will be no Problems. II While this is not what the EIR states it could be interpreted this way. What we have seen in all of the "Baseline", project traffic studies and various EIR traffic analysis as well as the West Las Positas Interchange Traffic Analysis is that the WLP interchange does in fact reduce volumes on Stoneridge Drive at the critical interchanges and may solve much of the LOS problem. What we need to assure our citizens is that when we speak of the WLP Interchange we always also note that the Committee has spent some quarter million dollars in studies to identify alternatives to the interchange and that these alternatives also largely mitigate the LOS problems. The WLP interchange while resolving some problems creates other impacts. This is also true of the Alternatives to the WLP Interchange. Not the least of which are the traffic operations impacts of an 8 lane arterial which already carries some 48,900 vehicles per day and has the highest accident rate intersections in the City. Table 4.5-9 shows the l'Existing Plus approved plus Project LOS". The top half of the table represents "without" the interchange and the bottom "With". 5-133 Without the WLP Interchange and with our General Plan mitigations there is only one intersection that fails. The 1-680 SB Off Ramp intersection requires widening the freeway overpass structure for three WB through lanes and a free right lane onto the southbound loop ramp. This widening is part of what is being considered by the WLP Interchange Committee as an alternate to the WLP Interchange. ,..... ~- Table 6-3 shows the "Buildout" "with" and "Without" the WLP Interchange. The LOS conditions are . met "WITH" the WLP Interchange at all intersections except 1-680 SB Off Ramp which requires widening the Storieridge Drive Interchange for WB three through lanes and a free right turn lane for the SB loop ramp. This widening has been labeled, "WITH CITY INITIATED IMPROVEMENT". It needs to be clarified that any such "improvement" has not been approved and would require revisions in the General Plan and ajoint funding plan. The City has not initiated any such Improvement. "WITHOUT" the WLP Interchange five intersections are shown as not mitigated. A further review is needed to see if the DRAFT WLP Alternative widening of Stoneridge to eight lanes would adequately mitigate these Stoneridge Intersections. (1-680 SB Off, 1-680 NB Off, Denker Drive, Johnson Drive, Hopyard Rd.) - , . t As we discussed yesterday the on site problems of Kiss and ride and bus pickup and drop offneed better 5-134 resolution along with driveway location. Pro rata sharing in the cost of the proposed traffic signal at Embarcadero Ct. would be required. A progression of traffic control plan would be in order at the shared driveway with no control until delays were demonstrated on a daily basis which warranted a 4- WAY STOP. If unanticipated significant delays resulted after the 4- WAY STOP then a traffic signal could be implemented. It is not anticipated that the signal would be warranted or necessary but the project should be conditioned for this eventuality. 151 r- , 5 City of Pleasanton Brian W. Swift, Director, Planning and Community Development January 16, 200t LEITER RESPONSE 5-1 The traffic study for the Draft Supplemental EIR was prepared in the fall of 2000 according to the specifications of the City of Pleasanton Planning Director and Traffic Engineer. As of March 2001, the City of Pleasant on has not adopted the Baseline 2000 Traffic Data/Model (2000 Model) for use in traffic studies. Therefore, the Draft Supplemental EIR did not utilize the 2000 Model for the Pleasanton traffic forecasting, but utilized the currently approved version of the model, the Baseline 1998 Traffic Data/Model (1998 Model). The traffic analysis in the Draft Supplemental EIR includes two-scenarios that define the traffic conditions without the project. These scenarios are referred to as the Existing Conditions and the Existing plus Approved Projects Conditions. For the Existing Conditions scenario, the traffic analysis identifies the traffic volumes on the local roadway network at the time of the study. When the traffic analysis was conducted, the most accurate traffic data were the year 2000 traffic counts developed by TJKM for the City of Pleasant on. Therefore, the year 2000 traffic counts were used to define the Existing Conditions scenario. r-, ~ To define the Existing plus Approved Projects scenario, the City of Pleasant on methodology requires that the most recently approved traffic model be used. Because the 2000 Model has not yet been approved, the 1998 Model was used to define the Existing plus Approved Projects scenario. The model consists of three components: I) Base traffic counts corresponding to the year of the update. In 1998, a.m. and p.m. peak hour counts were made at all key intersections in the City and are utilized as the base counts in the 1998 Model. 2) Approved land uses as of the date of the model runs for the traffic study in question. The most current land use assumptions available in the fall of 2000 were used in this study. For example, the Existing plus Approved Scenario assumes the full buildout of the Hacienda Business Park, and all recent approvals in the Stoneridge Mall vicinity including the previously-approved BART Station, the Safeway Headquarters office complex, the Hines office complex, the Stoneridge Corporate Plaza, a currently unplanned future 380,000 square foot expansion of the Mall itself, the completion of the Kaiser clinic, and the full occupancy of the entire mall periphery. These updated land uses are the same land uses that will be included as Approved Projects in the 2000 Model when it is approved, minus any portion of the identified developments that has occurred since 1998. 3) The traffic distribution assumptions for the new land use. As traffic patterns change, the distribution of the traffic from approved but unbuilt or unoccupied projects is adjusted to reflect any recent changes or trends within the community. The City has not approved the new 2000 distribution assumptions. Accordingly, the 1998 distribution assumptions are the most accurate available. ' Between 1998 and 2000, some changes in traffic patterns occurred in Pleasanton. Due to p.m. eastbound congestion on 1-580, some 1-580 traffic diverted from the freeway to Pleasanton streets, including two study streets, Foothill Road and Stoneridge Drive. Also, San Francisco Bay Area Rapid T ronsit District West Dublin/Pleasanton BART Station and T ronsit Village 2-17 EDAW Written and Orol Comments and Responses /5'8 r , I LETTER 5 continued ... RESPONSE some Pleasanton streets received less background traffic because of the freeway congestion, including portions of Hopyard Road, Hacienda Drive and Santa Rita Road. Due to this diversion, the traffic volumes identified in the year 2000 counts differ in some cases from the traffic projections included in the 1998 Model. The result is that in some instances, the traffic volumes identified in the Existing Conditions scenario may actually be higher than in the Existing plus Approved scenario. An example of this occurs in the southbound movement at the FoothilVCanyon Way intersection, as identified in Exhibits 4.5-13 and 4.5-14 ofthe Draft Supplemental EIR. This does not, however, represent an error in the data. The year 2000 traffic counts were used in the Existing Conditions scenario in an effort to identify the most current traffic conditions within the City. Similarly, the Existing plus Approved Projects scenario represents the most current approved projections of future traffic conditions for the City. The year 2000 traffic counts were not integrated into the 1998 Model for the Existing plus Approved Projects scenario for two reasons. First, it would not be consistent with the City's approved methodology for conducting traffic studies and second, it would result in the double counting of vehicle trips. As described above, the 1998 Model defines the Existing plus Approved Projects scenario as including the 1998 traffic counts and the traffic volumes associated with approved projects that have not yet been constructed. However, since 1998, portions of the approved projects have been completed and are contributing traffic to the local roadway network. If the year 2000 counts were used in the 1998 Model, these new vehicle trips would be counted twice, once as a portion of the Approved Projects and a second time as a portion of the year 2000 traffic counts. 5-2 The traffic study for the Draft Supplemental EIR was prepared through consultation with the City of Pleasanton and included use of the approved Pleasanton Traffic Model, per the specifications of the City of Pleasanton traffic study requirements. In Section 4.5 - Transportation/Circulation of the Draft Supplemental EIR, the traffic impacts anticipated with the project are clearly identified. Additionally, mitigation measures are specifically identified to reduce these traffic impacts to a less-than-significant level. These measures include providing a free right-turn lane on the westbound Stoneridge Drive approach to the Stoneridge Mall Road/Stoneridge Drive intersection and making improvements at the project access on Stoneridge Mall Road. These improvements would be funded by BART and Jones Lang LaSalle, or its successors in interest. Also, mitigation is provided for potential parking impacts associated with the BART Station. In Section 6 - Cumulative and Growth Inducing Impacts of the Draft Supplemental EIR, the cumulative traffic and circulation impacts of the project, when combined with cumulative growth in the region over the next 20 years, are also evaluated. The anticipated cumulative traffic impacts of the project, the necessary mitigation measures, and funding responsibility are all clearly identified in this section. r E r-- f r-- , , The Draft Supplemental EIR traffic study assumes the improvements to the local street system near the study intersections as listed below. The traffic study assumes that the City of Pleasanton would construct the West Las Positas interchange in accordance with the San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-18 EDAW Written and Oral Comments and Responses ~ ~ '10~ ,..... LETTER 5 continued ... RESPONSE adopted 1996 General Plan. It also assumes that if the City chooses not to construct the West Las Positas interchange, it would provide a means of funding any alternatives to the West Las Positas interchange. The inclusion of the "No West Las Positas interchange" scenarios in the Draft Supplemental EIR is intended to satisfy the earlier request of the Pleasanton staff regarding the Draft Supplemental EIR scope and is not intended to imply that the project should be a participant in any mitigation measures needed as a result of the City's decision to adopt any alternative to the West Las Positas interchange. The City of Pleasant on ' s West Las Positas interchange Community Advisory Committee released a self-described "Rough Draft" of a Summary Report in January of2001, about the same time as the City's response to the Draft Supplemental EIR. (The Summary Report also uses the 1998 Model as its analysis tool, along with the updated 1996 Tri-Valley Transportation Model and others.) Based on the conclusions of this report, it does not appear likely that a final decision regarding whether to build the West Las Positas interchange will be made in the near future. The following are the Pleasanton traffic improvements assumed in the Draft Supplemental EIR. Hopyard Road/Stoneridge Drive: The northernmost eastbound right turn lane would be restriped into a combination through plus right turn lane, with appropriate downstream restriping. Funding would be from City traffic fees. r; 1-680 Southbound Ramps/Stoneridge Drive: The southbound approach would be restriped to include three left turn lanes and one right turn lane. The westbound approach already has three through lanes and one free right turn lane leading to the westbound to southbound loop on ramp. However, one through lane and the free right turn lane are short and would need to be extended by widening the westbound bridge by two lanes. Funding for these projects would be from City traffic fees and development agreements. Foothill Road/San Ramon Road at Westbound 1-580 ramps: The north half of the existing interchange would be modified by replacing the westbound loop off-ramp with a signalized diagonal off-ramp consisting of two left turn lanes and two right- turn lanes. At the new signalized intersection, on San Ramon Road there would be three noIth.houndthr()ugh lanes, three southbound through lanes, one northbound free right turn lane onto the westbound freeway lanes, and one southbound free right turn lane also onto the westbound freeway lanes. Funding for these improvements is expected to be provided by the City of Dublin's share of the Tri-Valley Transportation Council's Regional Traffic Impact Fee. Foothill Road at Eastbound 1-580 Ramps: The south half of the existing interchange would be modified by replacing the eastbound loop off-ramp with a signalized diagonal off-ramp consisting of two left turn lanes and two right turn lanes. At the signalized intersection on Foothill Road, there would be three northbound through Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-19 EDAW Written and Oral Comments and Responses 1I..PO LETTER 5 continued ... RESPONSE lanes, at least, two southbound through lanes, one northbound free right turn lane leading onto the eastbound freeway lanes and one southbound free right turn lane also leading to the eastbound freeway lanes. Funding for this project is expected to be provided by the City of Pleasariton' s share of the Tri-Valley Transportation Council's Regional Traffic Impact Fee and the City's Traffic Impact Fee. Foothill Road and Canyon Way: The northbound approach would be restriped to include three through lanes and one combined through-right turn lane. The eastbound approach would be revised to include two left-turn lanes, one shared left and through lane and one right turn lane. Funding is expected to be provided by Stoneridge Mall area developers. 5-3 Section 4.5 - Transportation/Circulation of the Draft Supplemental EIR includes a detailed discussion of the parcel access and circulation impacts anticipated on Stoneridge Mall Road and provides mitigation for the identified impacts. The analysis concludes that with implementation of the identified mitigation measures, site access impacts would be reduced to a less-than-significant level. Therefore, no additional mitigation measures would be necessary. Should the City and Jones Lang LaSalle agree to implement certain additional design measures along Stoneridge Mall Road in addition to or instead of those identified in the Draft Supplemental EIR, the City will be required to evaluate these measures and ensure that the effectiveness of the mitigation is not negated and that no new significant impacts occur as a result of the implementation of the new measures. r- 5-4 As indicated in Section 4.5 - Transportation/Circulation of the Draft Supplemental EIR, the parking demand for the West Dublin/Pleasanton BART Station would be accommodated by the proposed BART parking facilities. No deficit in parking spaces is anticipated. Additionally, the hotel and residential components in Dublin would have a surplus of 37 spaces for the hotel and 156 spaces for the residential use during the peak parking hour and the office component in Pleasanton would have a surplus of 157 spaces during the peak parking hour. Based on the parking analysis included in the Draft Supplemental EIR, the parking garages are adequately sized to accommodate the parking demand associated with the project. r ~ " The Draft Supplemental EIR did conclude that if parking charges are implemented within the parking garages, spillover parking onto adjacent lots could occur. The EIR concluded that this potential for parking spillover is directly related to the charging program and has no relation to the capacity of the parking garages. Based on this conclusion, BART has committed to conducting a monitoring program to determine whether substantial parking spillover into adjacent private parking lots occurs. The monitoring program is described in Mitigation Measure 4.5-5 on page 4.5-60 of the Draft Supplemental EIR. Mitigation Measure 4.5-5 further states that if spillover parking is identified as a problem, BART staff will assist local parking authorities in implementing appropriate parking control measures, consistent with BART's Parking Management Toolkit (attached as Appendix C of the Draft Son Francisco Boy Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-20 EDAW Written and Oral Comments and Responses '1 /.() j r-, ~ , , LETTER 5 continued ... t, RESPONSE " ~~" Supplemental EIR). With the implementation of Mitigation Measure 4.5-5, the Draft Supplemental EIR concluded that the project's potential parking spillover impacts would be less than significant. Therefore, the mitigation measures proposed by the commenter would not be necessary. In addition, BART will conduct a monitoring program even ifparking charges are not implemented. Though such monitoring is not required to mitigate impacts identified in this Draft Supplemental EIR, BART undertakes to do so voluntarily and will provide assistance to local authorities consistent with the Parking Management Toolkit if unforeseen spillover should occur. " ~ 1 5-5 The cumulative traffic analysis for the City of Pleasant on, commencing on page 6-8 of the Draft Supplemental EIR, identifies the traffic impacts that would be' anticipated with the Existing plus Approved Projects plus Project plus General Plan Buildout scenario. Due to the large volume of traffic associated with buildout of undeveloped lands within the City of Pleasanton, significant traffic impacts were identified at a number of City intersections. The project was projected to contribute to'the unacceptable operation of three of these intersections. Implementation of Mitigation Measure 6-3 on page 6-20 of the Draft Supplemental EIR would improve the operation of these three intersections to acceptable levels if the West Las Positas interchange were constructed. The City of Pleasant on would be responsible for implementing these improvements with Jones Lang LaSalle (or its successors in interest) contributing their fair-share portion through the payment of the City' s Traffic Improvement Fee. BART would also contribute its fair-share portion through a separate payment to the City of Pleasant on. However, without construction ofthe West Las Positas interchange, the analysis concluded that the intersections could not be improved to acceptable levels with implementation of the identified mitigation measures. Without other feasible mitigation measures, the Draft Supplemental EIR concluded that the traffic impacts at these three intersections would be considered significant and unavoidable. Neither BART nor Jones Lang, LaSalle would be responsible for implementing as yet unidentified traffic improvements that would be necessary to accommodate general plan buildout conditions if the West Las Positas interchange is not constructed. r r-: !l' ., 5-6 The project's storm water facilities located within the City of Pleasant on will be designed and installed consistent with applicable City of Pleasanton storm water policies and ordinances. 5-7 "Daytime" construction hours are defined as being consistent with the City Noise Ordinance, which allows general noise-generating construction activities between the hours of 8 a.m. and 8 p.m. Monday through Saturday, and 10 a.m. and 6 p.m. on Sundays and holidays. The City currently restricts noise-generating construction activities occurring within noise sensitive areas to between the hours of 8 a.m. and 5 p.m. Monday through Saturday. However, because the project is not located within a noise sensitive area, these restrictions would not apply. Nighttime and weekend construction will be necessary for the previously-approved BART Station and the associated pedestrian bridges in order to minimize traffic disruption on Interstate 580 during peak traffic periods. r San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-21 EDAW Written and Oral Comments and Responses /I.PV r- , . , LETTER 5 continued ... RESPONSE r t 5-8 The existing noise levels and impacts are included in Section 4.3 - Noise of the Draft Supplemental EIR. Regarding the interior noise levels for offices, the Noise Element of the City of Pleasant on General Plan does not include specific policies or programs that require interior office noise levels be limited to 45 dBA Leq. Therefore, no discussion of this requirement was included in the Draft Supplemental EIR. The Noise and Land Use Compatibility Guidelines of the Noise Element do provide the following guidance (page VIII-7): r t , b > r- ~ 1 i Appropriate interior noise levels in commercial, industrial, and office buildings are a function of the use of space. For example, the noise level in private offices should generally be quieter than for data processing rooms. Interior noise levels in offices generally should be maintained at 45 LOO or less. The project will endeavor to meet this guidance. No sound walls are proposed with project implementation either in Dublin or Pleasanton. 5-9 The comment regarding requiring only non-wood burning gas or EP A certified fireplaces being used in the residential units and hotel is noted. The State currently requires that when new construction of residential units includes fireplaces, only EP A approved units be installed. r, I 5-10 The commenter questions the adequacy of on-site vehicle storage for the BART driveway from the proposed parking garage. No significant impacts were identified in the Draft Supplemental EIR related to this' on-site design issue. Typically, the number of vehicles exiting the parking garage at any point in time would be limited by the number of private- vehicle-driving BART patrons that would disembark from a single train after it arrives at the station. Due to the limited number of BART patrons per train, departing vehicles from the parking garage would be expected to exit the garage before the next train arrives. Because departing vehicles would generally be spread out over time rather than occurring in large peaks, little demand for on-site vehicle storage in the BART driveway would be expected. 5-11 Please see the office parking demand analysis on page 4.5-57 of the Draft Supplemental EIR. The BART parking facilities are designed to accommodate the ridership patronage projected by BART. For a detailed discussion of this issue, please see the BART parking demand analysis on page 4.5-57 of the Draft Supplemental EIR. ..- 5-12 Please see Response to Comment 5-4. Please note also that although the Parking Management Toolkit was originally developed for the stations along the San Francisco Airport Extension, it is not extension-specific and has broad applicability for all BART extension stations. -. , k t San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-22 EDAW Written and Oral Comments and Responses r: t : lto3 r- > , LETTER 5 continued ... RESPONSE 5-13 rr 5-14 , l r- 5-15 1 ! 5-16 r 5-17 l For a discussion of the results ofthe biological field surveys conducted on the project site, please see Section 4.9 - Biological Resources of the Draft Supplemental E1R. This comment is noted. This comment is noted. Please see Response to Comment 5-5. Please see Responses to Comments 5-2 and 5-5. As noted, the West Las Positas Interchange Community Advisory Committee (CAe) issued a "Rough Draft" of its findings in January of 200 1. The feasibility of the noted mitigation measure has already been analyzed by the CAC. 5-18 The fare at the WestDublin/Pleasanton BART Station has not been determined at this time. Because of their proximity, the price for tickets may be the same for both stations. However, if fares differ between the two stations, the difference is not expected to be substantial enough to affect parking demand. 5-19 The type of hotel that may be constructed on the site in Dublin is not lmown at this time. The traffic study included in the Draft Supplemental EIR used the general Institute of Transportation Engineers (ITE) hotel rate, which reflects the highest vehicle generation rate of all hotel types considered by ITE. For a discussion of potential impacts associated with different types of hotels, please see Response to Comment 4-4. 5-20 Please see Response to Comment 4-9. 5-21 Please see Response to Comment 4-4 for a detailed discussion of hotel parking. Regarding the specific issues identified by the commenter, the large majority of the parking spaces in the BART garage are expected to empty in the evening hours as commuters drive home. Therefore, even if some of the 10:00 a.m. spaces are still occupied, sufficient capacity would be available in the garage to accommodate the evening demand for hotel parking. r 5-22 The following text is hereby added following the second indented paragraph on page 4.1-8 of the Draft Supplemental EIR: Additionally, the project site is identified on the Pleasanton General Plan Land Use Map as a "Proposed BART Station". The following text is hereby added to the end of the first paragraph on page 4.1-13 of the Draft Supplemental EIR as follows: San Frandsco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-23 EDAW Written and Oral Comments and Responses -;1.04 LEITER 5 continued ... RESPONSE The following City of Pleasanton General Plan Circulation Policy and Programs are also relevant to the discussion of land use. Policy 12: Encourage the extension of BART from Pleasanton to Livermore following the 1-580 alignment. Program 12.2: Encourage mass transit in the Tri-Valley area by a variety of means, including private investment. Program 12.3: Encourage BART to complete the West DublinIPleasanton station to better serve the 1-680 corridor and west Pleasanton locations. 5-23 No modifications are proposed within the Dublin Creek channel. However, minor modifications of existing concrete storm water outfalls may be necessary to accommodate site drainage. Also, the pedestrian bridge would be constructed over the top of the drainage channel, although no structural portions of the pedestrian bridge are anticipated to be located within the drainage channel. The parking lot would be set back 10 feet from the northern bank of Dublin Creek. No new landscaping is proposed along Dublin Creek. 5-24 Please see Response to Comment 5-6. 5-25 The noise impacts of the previously approved BART station were evaluated in detail in the 1990 DPX EIR. Additional analysis is, therefore, not necessary. The design ofthe station would account for any concerns associated with the surrounding ambient noise levels. 5-26 Please see Response to Comment 5-8. 5-27 Please see Response to Comment 5-7. The commenter has not identified and the Pleasanton General Plan Noise Element does not indicate when Saturday construction would not be allowed. Therefore, the text of the Draft Supplemental ElR has not been revised. 5-28 For a discussion of existing noise sensitive land uses, please see the first paragraph on page 4.3-11 of the Draft Supplemental ElR. 5-29 The dominant noise source on both the Pleasanton and the Dublin parcels is generated by traffic on Interstate 580. This noise source dwarfs all other noise generated near the freeway. It can reasonably be assumed, therefore, given that the topographic characteristics are similar, that the noise levels on each side of the freeway would be relatively equivalent within a short distance from the travel lanes. 5-30 Table 4.3-5 on page 4.3-9 ofthe Draft Supplemental EIR has been revised as suggested by the commenter. Please see the revision in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-24 EDAW Written and Oral Comments and Responses "" '1 /.[) 'j r \ LETTER 5, continued ... RESPONSE 5-31 Table 4.3-8 on page 4.3-17 of the Draft Supplemental EIR has been revised as suggested by the commenter. Please see the revision in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. 5-32 Please see Response to Comment 5-7. r t ' 5-33 Please see Response to Comment 5-8. 5-34 Please see Response to Comment 5-1. 5-35 Please also see Response to Comment 5-1. 5-36 1:'ab!~~!I~~.~~t~~ 1??~ (J~neralPI~nsuggests the "desirable level of service volumes" for two-way average daily traffic. This table provides general level of service guidance when reviewing average daily trip (ADT) volumes on local roadways. However, the two-way average daily traffic figures in this table are not applicable to the traffic analysis included in the Draft Supplemental EIR because, as required by the General Plan and City staff, only peak hour conditions are analyzed. The table also suggests the desirable level of service volumes for directional peak hour conditions. The desirable standards are 750 vehicles per lane per hour, which computes to 2,250 vehicles per hour for each direction of six-lane streets and 3,000 vehicles per hour for street sections with eight lanes. These standards are exceeded in the "no West Las Positasinterchange" scenarios on sections of Stoneridge Drive with or without the project. There are no known cases where the project triggers these desirable volumes to be exceeded. Because the significance thresholds included in the Draft Supplemental EIR's traffic analysis are more conservative than the thresholds suggested in Table 111-1 of the General Plan, no changes in the traffic analysis conclusions would be anticipated. 5-37 The City Initiated Improvements for the City of Pleasant on are defined on pages 4.5-40 and 4.5-43 of the Draft Supplemental EIR. This Draft Supplemental EIR cannot anticipate the results of study being conducted by the City whose results may not be known until after the project is completed. Please also see Response to Comment 5-2. 5-38 During the a.m. peak: hour, approximately 20 vehicle trips would be contributed to the HopyardlOwens intersection, assuming that 15 percent of the peak-hour, hotel-generated traffic would travel through this intersection. During the p.m. peak hour, approximately 22 vehicle trips would be contributed to this intersection. This increase in vehicle traffic would have negligible impacts on this intersection in the Existing plus Approved Projects plus Project scenario and the Existing plus Approved Projects plus Project plus General Plan Buildout scenario. 5-39 The traffic impact analysis of the Stoneridge Mall RoadlEmbarcadero Court intersection is included on page 4.5-55 of the Draft Supplemental EIR. As concluded in the impact San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-25 EDAW Written and Oral Comments and Responses r- ~ i f 1LolP LETTER 5 continued ... n RESPONSE r I analysis, the project would not significantly affect this interchange. The Fabian Court/Stoneridge Mall Road intersection is a comparatively minor intersection indicated by the 1998 Pleasanton Model to operate at LOS A at buildout, and the project is not anticipated to significantly affect this intersection. In any event, during consultation with City of Pleasanton engineering staff prior to initiating the traffic analysis for this Supplemental Draft EIR, Pleasanton staff did not identify this intersection as a concern or request analysis. 5-40 The Foothill Road/San Ramon RoadlI-580 interchange currently is a four-quadrant cloverleaf and has no intersections within or near it that can be analyzed by the use of Pleasanton methodology. The interchange has no significant capacity problems but contributes to safety issues near it because it allows freeway off-ramp traffic to enter the local street system without going through a traffic signal. That is why the Pleasanton Traffic Model does not include any "existing" intersections at the interchange but does examine future conditions after the planned reconfiguration of the interchange is completed. The Draft Supplemental EIR analysis follows this pattern. The comment regarding the City's financing plans is noted; hmvever, if the City of Pleasant on does not complete the planned reconfiguration, the project would not cause any level of service problems. t 5-41 The intersection is actually operating at LOS A during the a.m. peak hour and LOS C during the p.m. peak hour, as indicated in Table 5.4-2 on page 4.5-15 of the Draft Supplemental EIR. The fourth sentence in the last paragraph on page 4.5-12 of the Draft Supplemental EIR is hereby deleted as follows: Th@ iater~e~tioo QfFoothill Road/CaRj7OO '~T~y i~ gper~tiRg lit LOS; D j>llOt :.\bgue the miaiB*HTl aec8fltable sffiftaar.a. Regarding using the 2000 base volumes, please see Response to Comment 5-1. r r 5-42 Please see Response to Comment 5-41. 5-43 The figures in Table 4.5-2 are correct. Please see Responses to Comments 5-1 and 5-41. 5-44 The commenter summarizes the City's policies regarding traffic impacts and mitigation. Mitigation measures are provided for all traffic impacts that exceed the significance thresholds identified in the Draft Supplemental EIR. 5-45 The Dublin Boulevard/Amador Plaza Road restriping is a part of the current 1-580/1-680 project, which is scheduled for completion by 2002. Other completion schedules are indicated commencing on page 4.5-19 of the Draft Supplemental EIR. 5-46 Please see Responses to Comments 4-4 and 5-19. n t i l , San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-26 EDAW Written and Oral Comments and Responses I/j)J LEITER 5 continued ... RESPONSE l , 5-47 The BART station ridership for the West Dublin/Pleasanton BART Station is based on the BART Ridership Forecasting Model. The forecasting model uses ridership data from the East Dublin/Pleasanton BART Station, geographic-based census tract information, and the 1998 Association of Bay Area Governments' projections to forecast future ridership. The forecasting model assumed development in the East Dublin, Dougherty Valley and North Livermore areas, but not the Tassajara Valley area. It did not include the Measure D impacts - on these areas. 5-48 The mode split was based on the East Dublin/Pleasanton BART Station's actual conditions, which ~e assumed to be the most relevant figures. The mode split was based on actual station counts of bus passengers and total passengers and actual vehicle counts at the station entrances. Weather conditions are unknown, but based on standard industry practices, mode split is not considered a weather-sensitive issue at existing or future Tri-Valley stations. 5-49 The 1.1 persons per vehicle occupancy figure is based on the 1998 Station Profile Survey for the East Dublin/Pleasanton BART Station. 5-50 The last sentence of the second paragraph on page 4.5-24 ofthe Draft Supplemental EIR is hereby revised as follow: However, for the work-based trips it is assumed that BART passengers use (work provided) shuttles at a rate of two passengers per shuttle (i.e., a.m. exits: 15% x 182 rHtpassengers = 28 3tpassengers at two per shuttle = 14 ~shuttles). 5-51 The comment is in error. See Footnote 3 in Table 4.5-4 and the last paragraph of text on page 4.5-24. Trips in both directions were included in the analysis. 5-52 Please see Table 2 for a description of the e~isting trip distribution percentages from the East Dublin/Pleasanton BART station. Table 2 Orh!ins of Home-Based Work Trips at the East DublinIPleasanton BART Station Survey % Danville 3.2% Dublin 16.0% Livermore 21.5% Manteca 1.1% Modesto 2.8% Pleasanton 26.1% San Ramon 16.0% Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-27 EDAW Written and Oral Comments and Responses 1lO~ LETTER 5 continued ... RESPONSE Stockton 2.2% Tracy 4.9% Rest of BART District 3.8% Rest of Central Valley 2.4% Source: BART Station Profile Studv, Office of External Affairs, AUl!:ust 1999 5-53 The patronage for the West Dublin/Pleasanton BART Station is determined by the patronage forecasts. These forecasts assume that the majority of the traffic generated by the new station would originate from within the local community. Therefore, the majority of the vehicles accessing the station would be driving on the local roadway networks of either Pleasanton or Dublin. This would be considered the worst-case analysis for intersections in Pleasanton and Dublin. If some of the trips were to come from a different area than assumed, such as east of the East DublinlPleasanton BART Station, this would, in effect, reduce trips on the more heavily congested intersections in both cities. This would occur because the trips from the east would most likely drive to the West Dublin/Pleasanton BART Station by way of Interstate 580 and the Interstate 580/Foothill Road/San Ramon Road interchange, thus avoiding the most sensitive intersections within Pleasanton and Dublin. 5-54 The local growth rates referenced in the second full paragraph on page 4.5-27 of the Draft Supplemental EIR were for Pleasanton, Dublin and San Ramon for the period 2000 to 2020. 5-55 The traffic from the proposed residential and hotel components ofthe project are included in the Pleasanton traffic analysis. 5-56 Caltrans peak hour warrants identify the traffic volumes that would trigger the need for traffic signals based on a complex sliding scale. The intersection referenced is located in the City of Dublin. The City of Dublin has reviewed this issue and has determined that signals would not be needed until St. Patrick Way is extended to Regional Street, which would occur after the completion of the project. r, ~ r 5-57 Exhibit 4.5-12 on page 4.5-38 ofthe Draft Supplemental EIR has been revised in response to the comments provided. Please see the revision in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. 5-58 The requested description ofthe West Las Positas interchange as planned but unfunded is included in the fITst paragraph on page 4.5-39. This paragraph also states that the West Las Positas Citizens I Advisory Committee is currently in the process of determining the impacts of removing the interchange from the General Plan. 5-59 Please see Response to Comment 5-1. Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-28 EDAW Written and Oral Comments and Responses 1l.o1 LETTER 5 continued ... r l RESPONSE 5-60 The "future study scenarios" consist of "Existing plus Approved" and "Buildout" conditions, as described in Section 45 - Transportation/Circulation of the Draft Supplemental EIR. 5-61 Please see Response to Comment 5-40. 5-62 Please see Response to Comment 5-1. The exhibits shown are not in error. 5-63 Please see Responses to Comments 5-1 and 5-2. 5-64 As noted on page 4.5-43 of the Draft Supplemental EIR, private developers in the Stoneridge Mall area are obligated to install these improvements. 5-65 The construction of a westbound free right turn at the Stoneridge Mall Road/Stoneridge Drive intersection is a relatively recently identified project and was not identified in the 1998 traffic model. The improvement may be a mitigation requirement of the Hines project. However, as a worst-case analysis, the Draft Supplemental EIR assumes that the project contributes to the need for the improvement and the free right turn lane is therefore listed as Mitigation Measure 4.5-3 on page 4.5-59 of the Draft Supplemental EIR. 5-66 Please see Response to Comment 5-1. The "Existing plus Approved" calculations are based on the approved 1998 Pleasanton model. 5-67 The Hopyard Road/Stoneridge Drive intersection will be improved in the future by the City of Pleasant on using traffic impact fees when then-existing level of service conditions warrant such an improvement. The conditions assumed are based on the full buildout of the Hacienda Business Park and other developments, which are not imminent. The intersection operated at LOS C in February of 2000, sothe restriping is not needed in the short-term. r 5-68 The first sentence of the first full paragraph on page4.5-44 of the Draft Supplemental EIR is hereby revised as follows: Without the West Las Positas interchange, this signalized intersection is projected to operate unacceptably at LOS E during the a.m. and p.m. peak hour. 5-69 There are two future improvements to the 1-680 Southbound Ramps/Stoneridge Drive intersection. The first is a relatively low cost restriping of the southbound ramps themselves to change one of the two existing right turn lanes to a left turn lane. This project will be needed in the near future and is expected to be improved by the City using traffic fees. The second improvement consists of widening the overpass and will not be needed for several years, until after all approved projects such as Hacienda Business Park are completed. If the West Las Positas interchange is not built, this second improvement will be needed earlier. This improvement has been identified for the last few years and is considered a "build out" mitigation measure in the 1998 traffic model. Please see Mitigation Measure 6-3 on page 6- San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-29 EDAW Written and Oral Comments and Responses .... r t r: ~.. i n """'.,; I"""': J j Ii>.,,,, II . ' t' r ~ r ~ i r ~ r t 1;0 LETTER 5 continued ... RESPONSE 5-70 5-71 5-72 5-73 5-74 21 of the Draft Supplemental EIR for a discussion of BART's and Jones Lang LaSalle's responsibility for the improvement's funding. The comment is noted. Generally, the General Plan buildout improvements are not assumed as part of "existing plus approved" development. Without the West Las Positas interchange, the need for some General Plan buildout improvements l1).ay be accelerated. The Draft Supplemental EIR traffic analysis uses the convention adopted by the City traffic engineering staff, in which the most appropriate mitigation measure from a series of future mitigation measures is applied when needed as traffic increases. The first sentence of the last paragraph on page 4.5-44 of the Draft Supplemental EIR is hereby revised as follows: The trip generation for the office component of the project was based on the standard trip generation rates for office developments (1.33 trips per 1,000 gross rentahle square feet for the a.m. and p.m. peak hours) adopted by the City of Pleasant on. The peak hour trip rate used in the Draft Supplemental EIR analysis was an effective 1.13 rate (85 percent of 1.33), based on the assumption of a 15 percent reduction due to the BART Station, which is conservatively lower than the 17% estimated BART usage by people working near a BART Station, as found by the D.C. Berkeley study. The 1.33 rate was based on measurements made several years ago in Pleasanton by the City, and does Iill1 include a ten percent reduction for alternative commute modes. In addition, studies of several north Pleasanton office developments in 1986 by TJKM Transportation Consultants corroborates the conclusion that an effective 1.13 rate is conservative, because in these studies the a.m. peak hour trip rates were 1.05 trips per thousand square feet and the p.m. peak hour trip rates were 0.78 , in both cases less than 1.13. These studies were conducted prior to the opening of the Dublin/Pleasanton BART extension, the subsequent improvement of local transit service, and the recent onset of significant regional congestion, which has the effect of spreading peak traffic. While it is true that the employment base in the 1-680 corridor is unlikely to use BART to reach the Stoneridge Mall area office complex, hundreds of thousands of potential office employees reside in the East Bay and other locations convenient to existing BART stations. The second to last sentence in the second paragraph on page 4.5-46 of the Draft Supplemental EIR is hereby revised as follows: Therefore, 3 inbound and 3 outbound bus trips would occur at the BART Station in Pleasanton during the a.m. and p.m. peak hours. Tables 3 through 6 below identify the turning movement volumes for the project (BART Station and office trips) during a.m. and p.m. peak hours for both the near-term and buildout 2-30 EDAW Written and Oral Comments and Responses San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village ..... t /11 LETTER 5 continued ... RESPONSE 5-75 ..- . ~ 5-76 " .. ,.-. , f 5-77 r 5-78 ,....'. t; ; 5-79 r L 5-80 r- t . . r, t 5-81 r , ' 5-82 ..- ~. 5-83 r . ~ i r t ~ scenarios in Pleasanton. These volumes include the reductions for freeway and East ' Dublin/Pleasanton BART Station diversions. Commute patterns tend to be repeated and vary little from day to day. After an initial adjustment period, it is expected that most BART patrons would drive directly to their station of choice, based on previous experience with availability of parking and travel times.' Consequently, the potential for BART-bound motorists hunting for parking spaces on a regular basis is low. The frrst sentence ofthe second paragraph on page 4.5-47 of the Draft Supplemental EIR is hereby revised as follows: The Dublin Traffic Analysis portion of this section describes development of the overall trip distribution asswnptions for the proposed West DublinlPleasanton BART Station, which are also illustrated in Exhibit 4.5-7~. Please see Response to Comment 5-74. Please see Exhibit 1 in Section 3 - Revisions to the Draft Supplemental EIR at the end of this docwnent. Exhibit 4.5-16 on page 4.5-50 ofthe Draft Supplemental EIR has been revised in response to the comments provided. The incorrect exhibit was included in the Draft Supplemental EIR. Please see the revised Exhibit 4.5-16 in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. Exhibit 4.5-17 on page 4.5-51 of the Draft Supplemental EIR has been revised in response to the comments provided. The incorrect exhibit was included in the Draft Supplemental EIR. Please see the revised Exhibit 4.5-17 in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. This exhibit reflects the turning movement volumes with the West Las Positas interchange. Please see Response to Comment 5-80. Please also see Exhibit 2 in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. Based on the significance thresholds identified in the Draft SupplementalEIR, the project would not significantly affect the intersection of Hop yard RoadlStoneridge Drive (pages 4.5- 16, 4.5-52 and 6-15 of the Draft Supplemental EIR). Therefore, no mitigation measures would be necessary either with or without construction of the West Las Positas interchange. Please see Response to Comment 5-65. 2-31 EDAW Written and Oral Comments and Responses Son Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village ..... ! . , . r ~. ~ r, ! r ! ,..., r I r t r t ,..-. t f 77Y LETTER 5 continued ... RESPONSE Table 3 West Dublin/Pleasanton BART Station AM Peak Hour - Project Trips; BART and Office Trips south bound west bound north bound east bound in right thru left right thru left right thru left right thru left totol 302 0 -1 76 15 0 4 22 -3 0 0 0 0 113 304 0 5 0 -1 0 0 2 21 0 0 0 0 27 313 -17 -7 0 0 9 0 0 -37 47 8 1 -107 -103 344 3 3 0 0 -2 -4 -18 18 -1 0 -11 15 3 345 2 0 29 219 -7 0 0 0 0 0 -42 12 213 346 57 0 0 -7 154 0 0 0 0 10 -22 0 192 347 0 0 0 0 70 0 -42 0 77 1 -24 0 82 348 1 0 0 0 69 0 0 0 0 0 -69 1 2 349 3 0 0 0 41 -4 -22 0 26 3 -76 3 -26 392 19 3 0 0 0 0 0 2 0 0 0 100 124 901 0 14 0 0 0 28 1 3 0 0 0 0 46 903 0 42 0 0 0 0 9 3 0 32 0 0 86 Intersection 302 Foothill Road/Canyon Way 304 Foothill Road/Stoneridge Drive 313 Hopyard Road/Stoneridge Drive 344 Springdale Avenue/Stoneridge Drive 345 Stoneridge Mall Road/Stoneridge Drive 346 1-680 SB Ramps/Stoneridge Drive 347 1-680NB Ramps/Stoneridge Drive 348 Johnson Drive/Stoneridge Drive 349 Denker Drive/Stoneridge Drive 392 Stoneridge Mall Road/Canyon Way 901 San Ramon Road/I-5S0 WB Ramps 903 Foothill Road/I-5S0 EB Ramps Source: TJKM 2000 San Frandsco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village EDAW Written and Oral Comments and Responses 2-32 r' t r- . ~ \, r- j r t ,... t ~, - , ~, r-: r. ~ ..-. , 113 LEITER 5 continued ... RESPONSE Table 4 West DublinIPleasanton BART Station PM Peak Hour - Project Trips; BART and Office Trips south bound west bound north bound east bound in right thru left right thru left right thru left right thru left lotol 302 0 -2 9 42 0 18 3 0 0 0 0 0 70 303 0 1 0 0 0 1 0 0 0 0 0 0 2 304 0 -33 -6 0 -8 -33 -38 -19 9 -1 0 0 -129 313 -86 -30 0 0 2 0 0 -5 7 38 19 -10 -65 344 12 14 0 0 -9 -16 -3 2 0 -1 -2 2 -1 345 9 0 212 50 c34 0 0 0 0 0 -6 2 233 346 18 0 0 -34 -3 0 0 0 0 54 150 0 185 347 0 0 0 0 -49 0 -6 0 13 49 101 0 108 348 1 0 0 0 -51 0 0 0 0 0 96 1 47 349 4 0 0 0 -59 -18 -3 0 4 21 62 15 26 392 60 3 0 0 0 0 0 4 0 0 0 13 80 901 0 2 0 0 0 0 30 12 0 0 0 0 44 903 0 2 0 0 0 0 0 41 0 5 0 0 48 302 Foothill Road/Canyon Way 304 Foothill Road/Stoneridge Drive 313 Hopyard Road/Stoneridge Drive 344 Sprindale Avenue/Stoneridge Drive 345 Stoneridge Mall Road/Stoneridge Drive 346 1-680 SB Ramps/Stoneridge Drive 347 1-680 NB Ramps/Stoneridge Drive 348 Johnson Drive/Stoneridge Drive 349 Denker Drive/Stoneridge Drive 392 Stoneridge Mall Road/Canyon Way 901 San Ramon Road/I-580 WB Ramps 903 Foothill Road/I-580 EB Ramps Source: TJKM 2000 San Frandsco Bay Area Rapid Transit District West Dublin/Pleasanton BART Stotion and Tronsit Village EDAW Written and Oral Comments and Responses 2-33 ,......, t r f ,....\ ~l t r j, I".,t ?1~ LETTER 5 continued ... RESPONSE Table 5 West DublinIPleasanton BART Station AM Peak Hour - Project Trips; BART and Office Trips Buildout Scenario south bound west bound north bound east bound in right thru left right thru left right thru left right thru left totol 302 0 -4 69 16 0 6 32 -21 0 0 I 0 99 304 0 3 0 -I 0 2 12 13 0 0 0 0 29 313 -18 -8 0 0 7 0 0 -43 54 10 I -107 -104 344 4 3 0 0 -I -4 -19 17 -1 0 -7 21 13 , 345 3 0 40 274 -7 0 0 0 0 0 -42 16 284 346 64 0 0 -7 202 0 0 0 0 18 -19 0 258 347 0 0 0 0 77 0 -42 0 119 2 -21 0 135 348 I 0 0 0 75 0 0 0 0 0 -68 I 9 349 4 0 0 0 48 -4 -22 0 25 3 -74 4 -16 392 22 3 0 0 0 0 0 3 0 0 0 103 131 901 14 112 0 203 0 21 -18 103 0 0 0 0 435 903 0 35 0 0 0 0 10 -15 0 29 0 0 59 302 Foothill Road/Canyon Way 304 Foothill Road/Stoneridge Drive 313 Hopyard RoadlStoneridge Drive 344 Springdale Avenue/Stoneridge Drive 345 Stoneridge Mall Road/Stoneridge Drive 346 1-680 SB Ramps/Stoneridge Drive 347 1-680 NB Ramps/Stoneridge Drive 348 Johnson Drive/Stoneridge Drive 349 Denker/Drive/Stoneridge Drive 392 Stoneridge Mall RoadJl-580 WB Ramps 901 San Ramon Road/I-580 WB Ramps 903 Foothill RoadlI-580 EB Ramps Source: TJKM 2000 San Frandsco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village EDAW Written and Oral Comments and Responses 2-34 ' r . ~.. r-" f i' IT""' 'r r t r: t ')1$ LETTER 5 continued ... RESPONSE Table 6 West Dublin/Pleasanton BART Station PM Peak Hour - Project Trips; BART and Office Trips Buildout Scenario south bound west bound north bound east bound in right thru left right thru left right thru left right thru left totol 302 0 -16 9 42 0 26 4 -2 0 0 0 0 63 304 0 12 -1 0 0 10 3 2 0 0 0 0 26 313 -86 -35 0 0 2 0 0 -6 8 44 22 -11 -62 344 16 13 0 0 -7 -16 -3 2 0 -I -1 3 6 345 13 0 251 59 -35 0 0 0 0 0 -6 3 285 346 19 0 0 -34 6 0 0 0 0 89 156 0 236 347 0 0 0 0 -47 0 -6 0 18 50 107 0 122 348 I 0 0 0 -49 0 0 0 0 0 101 1 54 349 5 0 0 0 -58 -18 -3 0 5 20 68 14 33 392 69 4 0 0 0 0 0 5 0 0 0 14 92 901 115 321 0 226 0 0 27 187 0 0 0 0 876 903 0 2 0 0 0 0 0 40 0 -9 0 0 33 302 Foothill Road/Canyon Way 304 Foothill Road/Stoneridge Drive 313 Hopyard Road/Stoneridge Drive 344 Springdale Avenue/Stoneridge Drive 345 Stoneridge Mall Road/Stoneridge Drive 346 1-680 SB Ramps/Stoneridge Drive 347 1-680 NB Ramps/Stoneridge Drive 348 Johnson Drive/Stoneridge Drive 349 Denker Drive/Stoneridge Drive 392 Stoneridge Mall Road/Canyon Way 901 San Ramon Road/I-580 WB Ramps 903 Foothill Road/I-580 EB Ramps Source: TJKM 2000 Son Frandsco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village EDAW Written and Oral Comments and Responses 2-35 ,,() LP LEITER 5 continued ... RESPONSE r ~ 5-84 Please see Mitigation Measure 6-3 on page 6-20 of the Draft Supplemental EIR. Please also see Response to Comment 5-69. 5-85 Table 4.5-9 on page 4.5-54 of the Draft Supplemental EIR has been revised in response to the comments provided. Please see the revision in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. 5-86 Please see 4.5-59 ofthe Draft Supplemental EIR. 5-87 Without the signal, the motorists using Stoneridge Mall Road would experience LOS A conditions. However, motorists leaving the BART Station would experience long delays, possibly at LOS F. The congestion would be confined to the BART lot itself and would primarily involve motorists trying to exit the BART Station via a left turn onto Stoneridge Mall Road. Alternatively, these motorists have the option of turning right and still reaching their destination because Stoneridge Mall Road is a full loop street. The on-site circulation characteristics of the BART Station are an operational issue for BART that do not affect off- site traffic conditions. 5-88 Please see Response to Comment 5-3. Jones Lang LaSalle will work closely with the City of Pleasanton to define the final configuration of this intersection. Detailed plans will be submitted once the final configuration is resolved. r- 5-89 The Draft Supplemental EIR includes a detailed description of the traffic and circulation impacts that would be anticipated with project implementation. Mitigation measures have also been identified that address the project's traffic and circulation impacts. If implementation of the Transit Village project is approved by the BART Board, BART and Jones Lang LaSalle would be responsible for contributing their fair-share to the identified traffic improvements as described in the Draft Supplemental EIR. However, BART would not be responsible for any additional mitigation measures, other than those identified in the Draft Supplemental EIR. Jones Lang LaSalle will comply with all appropriate conditions of approval ofthe existing PUD or, alternatively, will work with the City to adopt a site-specific PUD. ...... ~ . r , r- i 5-90 The project includes one parking stall per 304 gross square feet. Given the proximity of the BART station, the proposed one percent deviation from City standards is conservative. Please see Response to Comment 5-72. 5-91 Please see Response to Comment 5-19. ~ I ~ , 5-92 Please see Response to Comment 5-19. 5-93 Please see Response to Comment 5-21. r Son Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-36 EDAW Written and Oral Comments and Responses 111 LEITER 5 continued ... RESPONSE r . l 5-94 - F, 5-95 5-96 r- . . 5-97 The East Dublin/Pleasanton BART station parking lot is essentially fully occupied at peak periods. No data is available on the number of illegally parked cars, although BART Police regularly enforce the parking lot rules and regulations. Ridership projections for the BART Station are described on pages 4.5-23 through 4.5-25 and in Table 4.5-4 oftheoDraft Supplemental EIR. The projections are based on future ridership and on existing ridership of the East Dublin/Pleasanton BART Station. Please see Response to Comment 5-4. Preferential parking would be provided for BART patrons who use carpools or vanpools to reach the station. The number of parking stalls in this category has not yet been determined. The number of preferential parking spaces at the East Dublin/Pleasanton BART Station varies in relation to demand. 5-98 Some of the parking stalls at the East Dublin/Pleasanton BART Station are temporary in the senSe that they are placed in surface lots that may in the future be replaced with parking stalls in a parking structure. However, the number of stalls is not expected to be reduced. r f ' 5-99 - t . 5-100 r- 1 5-101 r r 5-102 r:- f . g,....$ 5-103 Mitigation Measure 4.5-4 on pages 4.5-59 and 4.5-60 of the Draft Supplemental EIR identifies the right turn in/out only restriction as one of two options for mitigating site access impacts. Because this restriction is not an existing condition, it was not assumed to be in place in the traffic analysis. If the other mitigation option is implemented, the right turn in/out restriction would not be necessary. For more detail regarding how the project access impacts would be mitigated, please see Mitigation Measure 4.5-4. The on-site circulation characteristics associated with the BART parking garage are an operational issue for BART that do not affect off-site traffic conditions. For more information regarding on-site vehicle stacking, please see Response to Comment 5-10. Please see Responses to Comments 5-10 and 5-99. The design ofthe BART parking garages will be developed in consultation with the BART Police Department in order to ensure public safety. The design and construction of the BART Station and parking garages would be required to comply with the Uniform Building Code requirements. The design and construction of the private development, including the hotel, residential and office uses, would be required to comply with the Uniform Building Code and the building code requirements of the applicable local jurisdiction. Impacts of construction and operation of the BART Station were analyzed in the DPX EIR approved in 1990. Therefore, no additional analysis of BART Station impacts is warranted. 2-37 EDAW Written and Oral Comments and Responses San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village r-- f . , LETTER 5 RESPONSE r J 1'18 continued ... Additionally, the BART Station is anticipated to have minimal demands for water other than for meeting fire flow requirements. Please see Comment 3-3 in Letter 3 received from Mr. Jack Fong, Associate Civil Engineer, Alameda County Flood Control and Water Conservation District - Zone 7 for additional information regarding the availability of increased water supplies. The text located within the first column and eighth row of Table 4.6-1 on page 4.6-22 of the Draft Supplemental EIR is hereby revised as follows: 170,000 18e,eeO sq ft office building The impacts of construction and operation of the BART Station were analyzed in the DPX EIR approved in 1990. Therefore, no additional analysis of BART Station impacts is warranted. However, as indicated by the wastewater impact analysis provided in Section 4.6.4 of the Draft Supplemental EIR, adequate collection, treatment, and export capacity exists within the region to accommodate growth into the future. Because the wastewater demands of the BART Station would represent only a fraction of the demand anticipated by the private development portions of the project, no changes in the conclusions of the 1990 DPX EIR regarding wastewater demand would be anticipated. Construction of the necessary sewer lines to accommodate the project's wastewater demands is being conducted by the City and is anticipated to be completed within the next few months. Because the office development and the BART Station are not expected to be completed until 2003 and 2004, respectively, sewer capacity will not be inadequate. The second sentence in the third paragraph on page 4.6-30 ofthcDraft Supplemental EIR is hereby revised as follows: Table 4.6-2 4.e-l-identifies the estimated wastewater flow generation for the proposed project. Please see Response to Comment 5-106. The Draft Supplemental EIR includes a detailed analysis of the project's visual impacts and concludes that they would be less than significant. Regarding the hotel and parking garage on the Dublin parcel, the Draft Supplemental EIR concludes that these uses would be consistent with the adjacent office and commercial buildings, and thus, would not alter the overall visual character of the surrounding area. The Draft Supplemental EIR further concludes that the proposed perimeter landscaping of the hotel and residential complex as well as the planted islands within the paved parking areas would be compatible with adjacent land uses and visual features, and although the structures would be taller than the surrounding buildings, they would not be out of scale with the type or mass of the buildings in the area. 2-38 EDAW Written and Oral Comments and Responses San Frandseo Bay Area Rapid Transit Distrid West Dublin/Pleosanton BART Station and Transit Village r ; l ~ 111 LETTER 5 continued ... RESPONSE r , ! ~ 5-110 r- ! , ,.-. ~ l~ ~ 5-111 5-112 r: . r 5-113 - l' l 5-114 ,.... , j r r-: r ' t 5-115 The estimate height of the proposed hotel is 80 feet and the estimated height of the proposed parking garage is 72 feet. The sentence commencing on the fourth line ofthe first paragraph on page 4.8-5 of the Draft Supplemental EIR is hereby revised as follows: Further to the west and adjacent to 1-580, the Wyndham Garden Hotel is six stories tall and the Safeway building (currently under construction) is five &fa BetA S:b,,( stories tall. This comment is noted. All applicable requirements included in the City of Pleasant on Tree Preservation Ordinance regarding the removal of heritage trees on the site will be followed. The fifth and sixth sentences of the last paragraph on page 4.9-2 of the Draft Supplemental EIR are hereby deleted and replaced as follows: All applicable requirements included in the Tree Preservation Ordinance will be followed. In (mler to rema','e these trees, a tree remavaJ. permit must b~ gbtaiR~d :fh~m too City DeplH1lReB:t efPHBlie ....Narks. The ~plieatioo f.er tkispermit Fm:l5t eoHtam rele'laM informatioo. ab9\R the tree &Yek as tree height and1runk eireum.fereaee aad the ICM6fiS Beeessitatmg its remo.ral. This comment is noted. The analysis of the Pleasanton Reduced Density Alternative concludes on page 5-17 of the Draft Supplemental EIR that this alternative would have fewer impacts than anticipated with the project. The existing visual environment includes a variety of large commercial and retail buildings that would be visually compatible with the proposed office development. The mass and scale of the office building would be consistent with the typical view of the built environment in the area. Replacing the office building with a large surface parking lot as envisioned in the Pleasanton Reduced Density Alternative would also be consistent with the existing built environment iIlthe 10caTarea. However, by visually extending the existing surrounding parking areas, including the parking lot at Stoneridge Mall, the visual character of the site as seen from Interstate 580 would be of an expansive paved environment. This visual homogeneity could be perceived as being worse than the more architecturally interesting mix of buildings anticipated with the project. Accordingly, the Draft Supplemental EIR concluded that the visual character of the Pleasanton Reduced Density Alternative would differ substantially from the project, but that visual impacts likely would not be reduced. This comment is noted. 2-39 EDAW Written and Oral Comments and Responses r- I L: San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village r ~. 1~O LETTER 5 continued ... RESPONSE 5-116 5-117 5-118 5-119 5-120 ...... t , t ' 5-121 5-122 r; t 5-123 r; t t,d 5-124 r- ~ . 5-125 5-126 5-127 r: t . L ..- , , , t Please see Response to Comment 5-1. Please see Response to Comment 5-1. The Draft Supplemental EIR provides a textual description of the traffic mitigation measures that clearly indicates the improvements that would be necessary. No exhibits are required for mitigation measures, and exhibits showing these specific improvements could not be prepared until the actual improvements are designed. Please see Response to Comment 5-1. Please see Exhibits 3 and 4 in Section 3 - Revisions to the Draft Supplemental EIR at the end of this document. The commenter is in error. Impact 6-3 on page 6-12 of the Draft Supplemental EIR correctly concludes that four study intersections would operate unacceptably in the Existing plus Approved Projects plus Project plus General Plan Bui1dout scenario with construction of the West Las Positas interchange. As identified in Table 6-2 on page 6-14 and in the first bulleted paragraph on page 6-15, the Hopyard RoadlStoneridge Drive intersection (No. 313) would operate acceptably with construction of the, West Las Positas interchange. Additionally, Impact 6-3 concludes that without construction of the West Las Positas interchange, seven study intersections would operate unacceptably. Impact 6-3 further concludes that three study intersections would be significantly affected by the project. These are 1-680 Southbound Ramps/Stoneridge Drive (No. 346), 1-680 Northbound Ramps/Stoneridge Drive (No. 347), and Johnson Drive/Stoneridge Drive (No. 348). Please see Response to Comment 5-82. The commenter is in error. Table 6-3 states that without the West Las Positas interchange, the level of service for the Hopyard RoadlStoneridge Drive intersection would be LOS F at the p.m. peak. The correct level of service with the West Las Positas interchange is LOS E with current striping and LOS D with the City's planned restriping. Please see Response to Comment 5-65. Please see Response to Comment 5-5. Please see Response to Comment 5-5. The text below the "Level of Significance After Mitigation" header on page 6-21 of the Draft Supplemental EIR states that following implementation of the identified mitigation measures, significant and unavoidable cumulative traffic impacts would be anticipated at the 2-40 EDAW Written and Oral Comments and Responses San Francisco Boy Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village LETTER 5 r-: I' : , :~:~ RESPONSE ri r 5-128 5-129 r t t 5-130 5-131 5-132 5-133 5-134 r-: i I n . !"""" r Ii , Ie 19\ continued ... Southbound 1-680 Ramps/Stoneridge Drive intersection if the West Las Positas interchange is not constructed. Please see Response to Comment 5-5. The commenter is in error. Impact 6-3 concludes that the number of intersections that would operate unacceptably on Stoneridge Drive without construction of the West Las Positas interchange is actually six, not five as indicated by commenter. Three of these intersections are significantly affected by the project and mitigation measures for these three intersections are identified on page 6-20 of the Draft Supplemental EIR. Because the project would not contribute'to impacts at the other three intersections,' no additional mitigation measures would be necessary. Please see Response to Comment 5-5. The impacts associated with the previously-approved BART Station Platform were evaluated in detail in the 1990 DPX EIR. Therefore, no additional analysis is necessary. The design of the station will account for any concerns regarding weather protection. This comment is noted. This comment is noted. Please see Responses to Comments 5-69 and 5-70. This comment is noted. Please see Response to Comment 5-3. 2-41 EDAW Written and Oral Comments and Responses San Francisco Bay Area Rapid Transit District West Dublin/Pleasonton BART Station and Transit Village 1~/z...., ''''';""'~:' 1"\_____ _ _ o.J ,L..:Vl.il,n=.:.. \..- - -..- ..~" :::11"-lO:::- .r .;.............;____ 1... .:. .. C'.... ll1 V .1. -= ~ .-' () 1 ::: =- r. ') r-. , ('. '- ..-" .;:; -: ...; \.0' \..; - <o,JU --: \",0 T"....--_\-__ ''*)'Z L'II::~ l:::"1:'..../C.:. .:... 'oJ 1 ~ooo 8 ~.lr. Johrl II. Rerlilels ~ Jr, DART PO Dox 12688 Oakland, CA 9~60~-2G38 RE: DSEIR, West Dublin DART Station and Transit Village ~roject . ;-. Free pedestrianfloi; across 1-580 at the proposed DART statibn is needed if the project is to succeed. Exhibit 3-3 and references in 6-1 the text suggest that there would be separate struct~res crossing the eastbound and the westbound 1-50n lanes. To cross from, s~y, the intermodal facilitr or hotel in Dublin to, say, the office building in Pleasant on would appear to require one to enter and ex.it the station and possibl:y. pa~- the e:.~cursion fare. At hours when DART is not open, the only way for pedestrians to cross would probably be the long walk to the voothill/SRV interchange well to the west of the station, mingling with heavy auto traffic. r: ~ . .' , ..- . ~ The gist of my ~~'ritten comment (#6, Appendix A) is that the two separate structures should instead be one continuous pedestrian crossing of 1-580, with access to the station from that walkway. If th~ state fire marshall requires an additional pedestrian exit, so be it, but be sure that there is a single free crossing for pedestrians and bicycles whether or not the DART station is open. r . ' t' I ,,"ould hope that this structure (unlike the Coliseum ,,;alk,.ay) would be covered and enclosed, but more important is that it be a single structure encouraging pedestrian traffic and cohesive de,"elopment. ~",l-,,\-s ,CL~\.~ Robert S. ~~llerl DART Director, (925l --b49-1387 ~(\":'I 1000 1..::J I -t - .L .:JUf.-J cc: DART Directors ~ Staff Cit:,... of Dttblirl City of Pleasantou E DA. ~~: C~ltrans District ~ Go;-ernor's Office .~ i.. Flanni~g & Re5earch ..; 1 a.m e da :: G n:s e 3 t i.:, l:~~ a,r~ag-e-me rl t ~; ~ e rie.;...... Alameda CO~~inty .Com~tinit~ De~elopm€~~ l' ....T' L.~ '., J..."-\. St. ~.lic;"'1a~l ril....-estuterl~.s ", _.... - -.,,, .-.. == t:" : 1"- ..~ r",~ ,;. i:::~~~~ ~:a . :; ~.~. ~. .. ... I ~r [ ;. ( I I I r j, , r l r , r Conceptual Site Plan r, W, est Dublin/Pleasanton BART Station and Transit Village Project t- IN OT012.01 11/00 ~ 3-3 lEiS rn~ 7S~ 6 Mr. Robert S. Allen Allen, BART Director, 1974-1988 December 26, 2000 LETTER RESPONSE / I 6-1 The purpose of the pedestrian walkways is to allow pedestrians (and bicyclists) to reach the BART Station from both Pleasanton and Dublin. However, by providing this access, a new pedestrian connection between Dublin and Pleasanton may be provided. Pedestrians could use the proposed pedestrian bridges to cross Interstate 580. No fee would be charged for pedestrians (and bicyclists) to cross through the station. The station's hours of operation are expected to be between 4:00 a.m. and 1 :00 a.m. During the three hours when the station is closed, no pedestrian access would be provided across the freeway. r: t j The bridges are separated to provide two separate access points during emergencies at the station, as required by the State Fire Marshal. This separation would not adversely affect free pedestrian access across the freeway. The actual design of the pedestrian bridges has not been finalized, therefore, it cannot be stated whether they would be covered and enclosed. San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-42 EDAW Written and Oral Comments and Responses ~ ~, ;FJj"":a ~.... ~~ _?l.~ . ' ~ "1..:-' II ~ :jl ~""'i j :J"')~~:i iJ. 'J (.,;4 'W ?,J;i ~ il '....-'<1. t ,J 195' n ~ : --:- :-:: l._;:.:Q'~~.~~'~ C':':':':?~':i~4.; ~"..'," , ~' , ~" J,U 2'.\:' =':;s~ ~:.::,'~~: ._31':,:~ ~::.:.~:~.: ::.:.:2 ....~!:< PC Ec<(: 2,:-,:: 3: ~~.::;r:'L.~~;,j ~<~s. ;...:; ":.j.:.~<:.. ~~~ :..:", <:.~~: 2S3-EE.:::-C- ~, .E "A R 5 January 15,2001 John H. Rennels, Jr. . Senior Real Estate Officer San Francisco Bay Area Rapid Transit District P.O. Box 12688 800 Mission Street Oakland, CA 94604-2688 ~ Re: Draft Supplemental Environmental Impact Report (SEIR) West Dublin/Pleasanton BART Station and Transit Village Dear Mr. Rennels: The Pleasanton portion of the BART/Jones Lang LaSalle (JLL) transit village is located across the ring road from the Stoneridge Shopping Center (Stoneridge) on land that is subject to recorded Conditions, Covenants and Restrictions (CC&Rs) and a Construction, Operation and 7-1 Reciprocal Easement Agreement (REA). Both of these documents affect development of the BART/JLL property by prescribing development standards, parking ratios, number of and distance between curb cuts, etc. While we welcome and support the BART/JLL project, we have certain concerns that must be addressed to assure the continued economic health and vitality of Stoneridge. These concerns can be boiled down to two categories: traffic circulation and parking. Stoneridge Mall Road (the ring road) was originally designed to function as a traffic distributor free of signals and stop signs. The purpose of this design is to distribute traffic easily to all parking areas along both sides of the ring road, giving equal access to all department stores and tenants in the shopping center. The parking rows in the shopping center open to the ring road and thus it functions as a key component of the parking search pattern for the centers' customers and tenants. Closing off any of the drive aisles at the ring road affects both the circulation function and diminishes the number of parking spaces available to Stoneridge. ,......, ~ ~ t., The REA provides for a certain parking ratio for Stoneridge. The parking ratio is an extremely. important element that has been extensively. negotiated between Stoneridge and the department stores. It assures that adequate parking will be available for all of the stores at Stoneridge at peak shopping demand periods. At the Christmas shopping season the importance of both free circulation and a full complement of available parkIng is underscored. If access to Stoneridge is difficult, or if there is not enough parking, shoppers will take their business elsewhere. It is not an understatement to say that easy access and abundant parking is the lifeblood of a successful l'6lP shopping center. Stcmeridge is, and always has been, vigilant in assuring that these two elements . 7-1 are preserved. The most recent additiqn to Stoneridge ~vas the Sears store. With this expansion of the center, a deck was constructed to provide enough parking to meet the required parking ratio. .8toneridge has no surplus parking spaces, and any spaces lost would thus have to be replaced with deck' parking. We have reviewed the draft SEIR, as has our traffic consultant, Pat Gibson of Kaku Associates. It is in the context of our concerns about circulation and parking that we offer the following comments on the BART/JLL draft SEIR. It is our expectation that the cost of any required . mitigations including, but not limited to, replacement of parking spaces, ring road improvements, landscaping, costs of operations and maintenance, etc. will be borne by BART/JLL. Traffic: 1. Complete off-site intersection mitigation as called for in the draft SEIR. It should be noted 7 -2 that all developments surrounding Stoneridge, along with Stoneridge, are responsible for funding certain traffic improvements in the area based on ,traffic generation. Both BART and the ILL projects should be added to the contributing projeCts. 2. Access to the BART/ILL project would be at two locations. The main drive to the office building is opposite the main drive aisle at the Nordstrom store at Stoneridge, and the access 7-3 for the BART parking deck is west of this entry. The draft SEIR calls for signalizing the office drive and providing a concrete median on Stoneridge Mall Road, or closing off parking aisles along the Nordstrom parking lot. Since the intersection of Stoneridge Mall Road/Embarcadero is already designed to accept a signal, the City of Pleasanton favors installing the signal at this location. Embarcadero is too close to the proposed BART/ILL driveway and therefore the project driveway is not likely to get City approval for signalization. The City also believes that the Embarcadero signal may very well provide sufficient gaps in ring road traffic to allow the project driveway to operate adequately r,.,.. ' without signalization. As to the BART entry, we object to the construction of a center ~ median on Stoneridge Mall Road. We would propose an alternative solution: A. Modify the site plan to relocate the BART access point to a distance that is 225 feet east of the existing driveway. Widen the office access drive to provide two entry and two exit lanes from Stoneridge Mall Road. Lengthen the bus bay/kiss-and-ride pull-out lane to cover the distance between the two drives. B. The BART/ILL project should monitor gaps in the ring road traffic after Embarcadero is signalized. If the gaps are insufficient, add a four way stop control at the easterly drive. If the four way stop capacity is exceeded, only then would a signal be added. C. The City of Pleasant on should reserve'the right to require the BART/JLL project to install a temporary center median across the westerly driveway during peak traffic months. D. The BART/JLL project should provide a landscaped divider barrier at the shopping center separating its parking lot from the ring road lanes. The first segment of the divider should extend from the intersection westerly approximately 1\vo bays. lt61 Parking: 1. The BART/JLL project should monitor parking spillover at Stoneridge upon opening, and periodically thereafter. A six-month monitonng effort that includes four weeks before and four weeks after Christmas must be undertaken. . 7-4 r ~ . 2. If spillover parking is found at Stoneridge implement the following mitigation measures at the BART/JLL projects' expense. The mitigations should be implemented in the order presented: ' A. Install "Shopping Center Parking Only" signs along the ring road at the shopping center. B. Install poles and chains to close off sections of the Stoneridge parking lot where spillover " has occurred. C. Install a landscaped curb barrier from the intersection westerly past the BART driveway and compensate Stoneridge for lost parking spaces. D. Add more parking to the BART/JLL projects if spillover continues. . 3. Conduct parking spiliover measurements again if BART or the office impose parking fees, 17-6 with the same remedies as above. 7-5 r While BART and JLL are welcomed as neighbors, it is essential to the continued economic 7-7 viability of Stoneridge that unimpeded traffic circulation and adequate free parking is maintained for the shopping center, its tenants and customers. It would be unacceptable to solve the BART/JLL projects' spillover parking "on the back" of Stoneridge. It would be preferable to agree to a new set of CC&Rs, or some other vehicle to assure that mutually acceptable remedies are available. 1:;--L J!!rL- r Peter T. DeGalan ! ' I Vice President, Development \ ' ,., I . cc: John Simon Ron Pastore Avner Naggar Pat Gibson Brian Swift '1~~ 7 Mr. Peter T. DeGalan The Taubman Company January 15, 2001 LEITER RESPONSE 7-1 The commenter identifies his concerns regarding closing off any of the drive aisles along the ring road and states the importance of adequate parking to the success of the Stoneridge Mall retailers. The commenter further states that the costs of any required mitigation should be borne by BART and Jones Lang LaSalle. The Draft Supplemental EIR identified the impacts that would be anticipated with project implementation and provided mitigation measures for these effects. No parking is proposed to be removed from Stoneridge Mall as part of the project. If the Transit Village project is approved by the BART Board, BART and Jones Lang LaSalle (or its successors in interest) would be responsible for implementing the mitigation measures identified in the Draft Supplemental EIR. In most cases, BART and Jones Lang LaSalle are jointly responsible for implementing the identified mitigation measures. However, in some cases, separate responsibility has been identified for the individual mitigation measures. The cities of Dublin and Pleasanton would be responsible for ensuring that the mitigation measures specifically required to be implemented by Jones Lang LaSalle, or its successors in interest, are implemented. For the majority ofthe traffic mitigation measures, either the City of Dublin or Pleasanton would be responsible for implementation of the identified improvements with BART and/or Jones Lang LaSalle, or its successors in interest, providing their fair share of the improvements funding. 7-2 The commenter requests that the off-site mitigation included in the Draft Supplemental EIR be completed and that the project be added to the developments responsible for traffic improvements in the area based on traffic generation. The Draft Supplemental EIR includes a detailed description of the traffic and circulation impacts that would be anticipated with project implementation. Mitigation measures, including certain traffic improvements, have also been identified for the project I s traffic and circulation impacts. If implementation of the Transit Village project IS approved by the BART Board, BART and Jones Lang LaSalle would be responsible for contributing their fair share to the identified traffic improvements. 7-3 Please see Response to Comment 5-3. r o. ~ 7-4 The commenter identifies specific periods when monitoring for parking spillover should occur. The parking monitoring program identified in Mitigation Measure 4.5-5 on page 4.5-60 and the Parking Management Toolkit included in Appendix C of the Draft Supplemental EIR are intended to ensure that significant parking spillover does not occur. Also, BART parking demand is directly related to station ridership. Because ridership is not expected to substantially increase during the holiday season, if parking spillover does occur, it would not substantially increase during this period. Therefore, period-specific monitoring would not be necessary. 7-5 The commenter proposes specific mitigation measures to address potential parking spillover. As indicated in Section 4.5 - Transportation/Circulation of the Draft Supplemental EIR, the parking demand for the West Dublin/Pleasanton BART Station would be accommodated San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-43 EDAW Written and Oral Comments and Responses LETTER 1 RESPONSE r , ~ r- r 7-6 7-7 [ r r- ~ , ;"'-""! continued ... 1f::H entirely by the proposed BART parking facilities. No deficit in parking spaces would be anticipated. Additionally, the hotel and residential components in Dublin would have a surplus of 37 spaces for the hotel and 156 spaces for the residential use during the peak parking hour and the office component in. Pleasanton would have a surplus of 157 spaces during the peak parking hour. Based on the parking analysis included in the Draft Supplemental EIR, the parking garages are adequately sized to accommodate the parking demand associated with the BART Station and the transit village. The Draft Supplemental EIR did conclude that if parking charges are implemented within the parking garages, spillover parking onto adjacent lots could occur. Based on this conclusion, BART has committed to conducting a monitoring program to determine whether substantial parking spillover into adjacent private parking lots occurs as a result of the parking charges. The monitoring program is described in Mitigation Measure 4.5-5 on page 4.5-60 of the Draft Supplemental EIR. Mitigation Measure 4.5-5 further states that if spillover parking is identified as a problem, BART staff will assist local parking authorities in implementing appropriate parking control measures, consistent with BART I S Parking Management Toolkit (attached as Appendix C of the Draft Supplemental EIR). With the implementation of Mitigation Measure 4.5-5, the Draft Supplemental EIR concluded that the project I s potential parking spillover impacts would be less than significant and no further mitigation measures would be necessary. While spillover parking is not anticipated to occur absent parking charges, BART has also committed to conducting a monitoring program even if parking charges are not implemented, and will provide assistance to local authorities as provided in the Parkin.g Management Toolkit if unforeseen spillover does occur. Please see Response to Comment 7-5. This comment is noted. San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village r L 2-44 EDAW Written and Oral Comments and Responses ~Cl"-Ut:S-U~ 05:4BP .. . . . I WIT~ ro , . 8 PI LJ . . Hand. [h~~ivered JanuarY '8,. 200.0 . Mr. 'John H. Rennels, Jr. . . San Franc~seo S"ay Area .Rapid Transit Oistrict p ,0. Box 12688 800 Maqison Street.: '. . Oakland, CA 94604.2688. St. ~lIch;'el'lnYestment5 ~670 Amador Plata Rd Dublin. cA 94569 phone 925.828;8423 . Re ': '. Draft Supplemental Environmental' "Impact Report . fax 925.833.08~6 West "Dublin I. Pleasanton BART Station and 'Transit Village I;>ublin; CA - ,. ~ j , ..,..., Dear Mr,'Rennels, . .' . ~t. Michael Inv~stments flas. owner~hip interes.t 'jn th~ following buildings loc~ted at-: r ~ - 6401 Golden Gat~ Drive . . 7460 Dublin Blvd. . 6701 Amador Plaza Road . 6698 Amador' Plaza Road We have had a ~hance to review the Draft Supplem~ntal Environmenlallmpact . Report for the above referenced' project pated November 3D, 2000 and have the fOllol,ying comments ~nd concerns.: ", - 73500 Dublin Srvd. ": 6~8.0 Amador Pla~a Road. - 6694 Amador PI~za Road . r- t ~ . Buildin~ Height of Parking Structure. , . , We strongly disagree with the conclusions addressed,in Section 4.1--1, Project Impacts.Building a six-s:~ory (713'.stall) p~uking garag~ ne~t to the Golden. Gate "8";1 Business Park (a single .story concrete ~iIt-fJp) wi,lI have a very negative visual impact, o~'our property, At a minimum, the parki!1g structure should be te~raced to achieye a mq~e. compatible transition. with the adjoining property. . , . . n Traffic' & Circl!latiori. r ....., .. .. We also feel strong.ly that th.e Draft SuppJemef.1tal Environmental Impact Repo~ do~s not adequately identify or address the neg~tive impacts re~u!tin9 from increased traffic and circulation associated with the'. proposed project. Potentia,l lJ'litigation measures' . are mentioned but are not addressed. in detail. Neither cost, timing or responsibility of the mitigation measure~ are a~dr~s~ed. I ,don't think YOl! need to be a traffic engineer to understand that the proposed Proje9t will have a si.9nificant impact on the existing traffic infrastructure. . .' . 8..:2 r \/ ..lan-OS-Ol OS:4SP 1q/ " . Mr. .John H. Rennel$, Jr. '. . January 8,' 2001 Page 2, Continued." r- I ,. . . While we do not oppose the proje"ct, we feel that .if the parking structure was constructed as proposed it would have ~ very negative impact on the Golden Gate Business Park. . . . 8-3 In the spirit qf cooperation, we would welcome the opportunity to address th'ese'issues I.n greater detail with the appropriate parties at s9m~ future date. r, Sincerely, . 4G4~ r- f ! r t Robert S. Enea Partner r t... j r ~ I.. , r-: f r. 1q ;;r r f 8 Mr. Robert S. Enea St. Michael Investments January 8, 2001 LEITER RESPONSE 8-1 The commenter disagrees with the conclusion of Impact 4.1-1 on page 4.1-13 of the Draft Supplemental EIR regarding the land use compatibility of the proposed parking garage with the adjacent commercial uses because of visual impacts. The commenter specifically states that constructing a six-story parking garage next to a single-story concrete tilt-up will have a negative visual impact. The visual impacts of the project are discussed in detail in Section 4.8 - Aesthetics of the Draft Supplemental EIR. The Draft Supplemental EIR concludes on page 4.8-4 that although the parking garage would be taller than the surrounding buildings, it would not be out of scale with the type or mass of the buildings in the area. The Cor-O-Van warehouse located to the west is approximately forty feet tall (four stories) and the Washington Mutual Bank building located to the north is three stories. Additionally, buildings to the south across Interstate 580 range from three to six stories. The Draft Supplemental EIR concludes that the visual impacts of the project would be less than significant. Therefore, land use compatibility impacts specifically related to visual resources were concluded to be less than significant. Moreover, the parking garage as currently proposed is compatible with the height restrictions identified for buildings within the West Dublin BART Specific Plan Area. r rl . ~ I , f This conclusion is supported by the fact that although the parking garage would be taller, the architectural character of the Golden Gate Business Park structures (concrete tilt up) would not differ substantially from the garage's pre-cast concrete construction. Also, a fence would visually separate the parking garage from the open bays and parking area of the small commercialllight industrial businesses that face toward the south. If the parking garage were terraced, as suggested by the commenter, fewer spaces would be available on individual floors. This would require that additional stories be constructed on the parking garage in order to accommodate all of the proposed parking spaces necessary to meet demand. 8-2 The commenter states that the Draft Supplemental EIR does not adequately identify or address the project's traffic impacts. However, the Draft Supplemental EIR identifies all of the traffic and circulation impacts anticipated with implementation of the project and provides mitigation for those impacts. The commenter has not identified any specific inadequacies in the analysis. The commenter further questions the traffic mitigation measure costs, timing and responsibility for implementation. The EIR is not required to identify the costs associated with the identified mitigation measures. Timing of the improvements are tied to the existing, 2010 or 2020 development scenarios. Regarding mitigation measure responsibility, please see the latter portion of Response to Comment 7-1. r r r r- ~ t; 8-3 The commenter states that the construction of the BART parking garage would have a "very negative" impact on the Golden Gate Business Park. No specific negative impacts on the Golden Gate Business Park were identified and the commenter has not identified any impacts other than those addressed in the Draft Supplemental EIR. Therefore, no additional response IS necessary. r ~ San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-45 EDAW Written and Oral Comments and Responses Tom Gill 6415 Amber Lane Pleasanton, CA 94566 925-846.3889 ,QS January 11, 2001 ~. :LJ John H. Rennels, Jr. Senior real Estate Officer San Francisco Bay Area Rapid Transit District P.O. Box 12688 800 Madison Street " Oakland, CA 94604-2688 Dear Mr. Rennels: ....... ~ t I am writing to voice my concerns about the Draft Supplemental EIR for the West Dublin/Pleasanton BART Station and Transit Village Project. Specifically, I am concerned that outdated assumptions about traffic mitigations were used by BART to reach the conclusion about BART's impact on traffic flow in Pleasanton at buildout. More specifically, I am concerned that BART based it's conclusions on the assumption that the West Las Positas Interchange (WLPI) on 1-680 would be built in Pleasanton and that the WLPI will be capable of mitigating Pleasanton traffic Levels of Service (LOS), at the studied intersections during peak hours, to acceptable LOS ("0" or better) without BART's project included. Moreover, I am concerned that since BART assumed the WLPI would be built that BART did not include in it's Draft EIR the impact of traffic on the Hopyard NVest Las Positas intersection in Pleasanton as the WLPI will cause this interchange to operate at unacceptable LOS at build out. 9-1 ~ ~ ...~ ~ " t r . l" .~ I base my assertion that BART has used outdated assumptions of traffic mitigations on my participation, since 1997, on the Pleasanton Community Advisory Committee for the West Las Positas Interchange (WLPI CAC). The purpose of the WLPI CAC being "to study and prepare a recommendation to the (Pleasanton) City council as to whether or not the City should continue to plan for the construction of the West Las Positas Boulevardll-680 Interchange.n1 The committee has spent well over $500K on consultants and traffic studies and has had dozens of meetings to review, interpret, and make conclusions about the data. One of our early studies confirmed the theory that the Pleasanton Traffic Model, which the BART EIR relies heavily upon for it's conclusions, is unable to measure the impact of freeway operations on the city's streets. The WLPI CAChas extensively modeled the operation .of 1-680 at buildout as we have sought validation from CalTrans for our options. As a result, the WLPI CAe has detennined that NB 1-680 between the Stoneridge on ramp and the EBIWB 1-580 off ramp will operate at LOS F in the PM peak at build out with or without the WLPI unless further mitigations are implemented. The result being that NB 1-680 Stoneridge cars will not be able to enter 1-680 and will quickly back up onto city streets (confinn~d with computer simulation). The Pleasanton Traffic Model fails to predict this condition and therefore BART's EIR also fails to take this into account. Therefore; BART's conclusions about the traffic mitigation benefrts of the WLPI at buildout are incorrect. ....... f ~ i , r 1 Draft Final Summary Report for the West Las Positas Interchange Traffic Study by the Community Advisory Committee, Page I, October 200(). . r- f The WLPI CAC is nearing the end of its process to look for alternatives to the WLPI and is finalizing five options which are designed to provide acceptable LOS at Pleasanton buildout. All five contain Braided Ramps at the NB 1-680/Stoneridge interchange that separate the NB 1-680 to EBIW8 1-580 traffic from the NB 1-680 IStoneridge traffic. The grade separation of these movements is consistent with ultimate CalTrans design of the 1-58011-680 interchange and is required to maintain NB 1-680 traffic flow so that cars /entering the freeway at Stoneridge don't back up onto city streets. One altemative still includes the WLPI, whereas the other alternatives include various capital and trip. reduction projects. in lieu of the WLPI. The <x.>st of implementing any of the five alternatives will be 2 to 3 times the cost of building only the WLPJ. The bottom line is that maintaining acceptable LOS at buildout in Pleasanton with or without the BART project will be far more complex and cOstly than the BART EIR implies. My second concern with the BART EIR is somewhat moot given that I have demonstrated that BART's assumptions about traffic mitigations achieved by building the WLPI without the Braided Ramps at Stoneridge are "outdated. Nonetheless, it is essential to highlight the fact that the intersection of Hopyard and West Las Positas will degrade to an unacceptable LOS at build out if the WLPI is built. The net effect being that Stoneridge is fixed but West Las Positasis broken. And while it is true that certain widening measures can betaken at the HopyardJWest Las Positasintersection it is also true that a successful argument can be made that the quality of life impacts of diverting traffic to West Las Positas Boulevard will be far higher than finding a way to successfully handle the buildout traffic on Stoneridge. Suffice it to say that no EIR that would recommend the. construction of the WLPI is complete without a thorough discussion of the impact of thousands of extra cars at the HopyardJWest Las Positas intersection on the thousands of children who use the intersection each day to reach Donlon Elementary and Hart Middle School (located just to the west and east, respectively to the HopyardlWest Las Positas intersection). r- r I ~- I suggest that you contact George Homolka at 925-820-4840 with the City of Pleasanton so that you can gain access to the extensive research available from the WLPI CAe and use it to bring the BART EIR up to date. r I since~ /7c/}u ~ Tom Gill ...-. ~ ~ t 194 9-1 9-2 r . ~. [b] ;- ~ 1q~ Mr. Tom Gill January 11, 2001 " 9-1 r t t r t ~ 9-2 r . I ~ r:- ; The Draft Supplemental EIR traffic study was prepared consistent with all other development proposals in the City, as prescribed by General Plan requirements and the practices and policies of the City of Pleasanton. The study does not conclude, nor is it intended to conclude, that the West Las Positas interchange should be built or will be built. Because the West Las Positas interchange is included as a component of the existing General Plan, it is studied in all scenarios, as is the no-build alternative. The "Rough Draft" of the Pleasanton Community Advisory Committee report cited by the commenter states, on page 23, that j'The Tri-Valley Traffic Model and the City Baseline Report Model [1998 Model] varied in their predictions for individual streets but came to the same conclusions regarding the impacts of building or not building the West Las Positas interchange, the potential of finding alternative mitigation measures to the West Las Positas interchange, and the timing for when the improvements might be needed." The Pleasanton General Plan does not require local development proposals to mitigate freeway impacts. However, it should be noted that, in general, the improvement and expansion of BART as depicted in the Draft Supplemental EIR improves (not degrades) the regional freeway system by encouraging conversion of trips from private auto to transit. As noted in response 9-1, the Draft Supplementlil EIR is not intended to convey a recommendation for the construction of the West Las Positas interchange. It is acknowledged that the Hopyard Road/W est Las Positas Boulevard intersection will have more traffic with the construction of the interchange. It should also be noted that the Pleasanton buildout model accounts for all trips generated by all current and future homes in Pleasanton, and therefore already includes the peak hour trips of residents driving through this intersection to reach north Pleasanton employment destinations and the BART Station. San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-46 EDAW Written and Oral Comments and Responses - ..' ~ , t lLP r ! Draft Supplemental Environmental Impact Report \Vest DublinfPleasanton BART Station and Transit Village Project Public Hearing Monday, January 8, 2001 G;:l ~ f r ; ! COMMENT CARD Note: All items must be completed so that we may respond to your comments. Name: ..~~ ~~~c..rlN, t7ce /'MS/,j.&VT, xki/at::'oA#E4T rl/fj ~ (/~3. . ~ 'Y' .. ) . , Address: ,)00 ~ eA:>T L~ U/(~ )(~ ~Lt>ot:1P-/LZ{...A ;fILc:.S. At I 'Ta~o" - <::D,.<OZ) ") " Comment: IM/~/A~;..~ ~ ~ ~/~ / 118-1 r , r ~ I ~ L r l 10.""''; ..- r LEITER 10 RESPONSE r t Mr. Peter DeGalan The Taubman Company January 8, 2001 1q1 10-1 r ; ~ ,..... f. It' . \ r f , ..- ~ i' .~ t , r ~ ~ , The commenter indicates that verbal comments were provided at the public hearing and that written comments would follow. Please see Responses to Comments 7-1 to 7-7. San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton' BART Station and Transit Village 2-47 EDAW Written and Oral Comments and Responses 1qB Draft Supplemental Environmental Impact Report 'Vest Dublin/Pleasanton BART Station and Transit Village Project Public Hearing l\'londay, January"S, 2001 I L~ I ". COMi\'IENT CARD Note: All items must he completed so that we may respond to YOllr comments. Name: PM t5/t?L.- Address: 6WS- /Jyf~ I~c: 7ZG6"~ C4 , , Comment: ~ 7}vJ1hC1c #>>U,qI'l:7~ PCJ/ 11-1 ~ 0 7Y O~ ?C&f:;r~/ /IS /r- ~~ ~~~~ /~ (/vc::-~.z:) ~. .Oar-CJ}fC p~~ 5~~h-"~~~ ~ O'?/~.s /ftJt/151f~ Ct:7WA'/ /~ S'7VP;~ ~ tL-R. A ~ ffC' U/? ~ W/?? ~/. ~/7?~ ~0 /1-7 ~.. S7V/~~ /~~~ AT :? t(tZ,-;:? C!Jct /: r l r- , ~. 1qt:t 11 Mr. Tom Gill January 8, 2001 LEITER RESPONSE 11-1 Please see Response to Comment 9-1. r ~ t r f r , t Sari Francisco Bay AreaR(]pid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-48 EDAW Written and Oral Comments and Responses Draft Supplemental Enyironmental Impact Report 'Vest DublinJPleasanton BART Station and Transit Village Project 1JOO Public Hearing Monday, January"S, 2001 I Ul COl\tL"IENT CARD Note: All items must be completed so that we may respond to your comments. n I^ 0" 1- -r-j (1 f7 Name: Knv l?Q 'L -L \ i \ o~t. Address: Lf0 ~O i,---,l\J..\ R-LDCu-\ 1)\2-; Comment: l U po' I ~"N tE:2.(,[.\~A.NC\ (;. L~..J; 1/ d F s-hz.cv }vu~J L-( Q. ~ 1'--\ ~ i cd'\. We e h [} () d <; <5 t'.l hi II I. J ' I. (i /' I ) I I J / . .\.\ {\ 11'--IC~ II +0 I-\. \ + ie. \ 1'--\ -e \~~ <, Ie E,.Jtll~ AVL.f:A.. S : v r: t ,.... , f , 12-1 ~pl 12 Mr. Robert Iliff January 8, 2001 LEITER ..- ~ ! ~--I RESPONSE 12-1 Please see Responses to Comments 9-1 and 9-2. r f San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-49 EDAW Written and Oral Comments and Responses fbb1- Draft Supplemental Environmental Impact Report West Dublin/Pleasanton BART Station and Transit Village Projectn Public Hearing Nlonday, January"S, 2001 \ul r ~ COi\tI.lYIENT CARD Note: All items mllst be completed so that we may respond to your comments. Name: tJe;'"( Jo~ Vi50 h Address: I r;s;r; ~ c()p(f~ C.f., 5~"" f(ctMIJv\ qq~~'3 I ' comment)J- J c:- "'. "" ...." fel, I ""'"': oJ,,- ('( r Ie <.5 d -1-[. f tI.: , (~ c::... I a..ho cJ f Pe. (". CCJA-t' '" (0 M :5e:t...... G l.o1 "'-' /5 .sta. ?,'o1A. w: (( ~ ~ 4, ~o('~ c-PV\ve~/'ekf for"ftl ~ +~~I\ fh e.- e>((5~i",) ~"fr< f/,,~ . TkE:: r(~\c.c.~ ~e;ttj. ..>V\< tJ/~(o.{( (;) II\. !2. . "0"'-. ~ '1 ~><'e:t rov~ ; f ~QU1. -J.o M ~ t:{ b/f e.j (~ d(o V5 hAt " f {,-e 5d; I €.:./- fo ~KflU\slv.e. tl1/ Il~ct f/~v.... ~f c.~~eS" f<,o~ ef~c.. 1; .. Y'(et0e:. do Yl"f btJrlep.. -14,'5 "/0 le c..f ,~h"{-it (.)1.-\ i1rc:c:.e.s-s~/y I'. I I I v I e...j rJ Ire "iM.elll n". 13-1 '303 13 Mr. ~ealJohnson January 8, 2001 LEITER RESPONSE 13-1 The commenter states his support for the project. No additional response is necessary. r ~ r: ! San Francisco Bay Area Rapid Transit District West Dublin/Pleasanton BART Station and Transit Village 2-50 EDAW Written and Oral Comments and Responses r- b PUBLIC HEARING FOR THE ~o\ r.:=::T!;.C9 CC':'Y f . i .v.<.,,, DRAFT SUPPLEMENTAL ENVIRONMENTAL IMPACT" REPORT" WEST DUBLIN/PLEASANTON BART STATION AND TRANSIT VILLAGE PROJECT ---000--- n -<' MARISA BARLEY & ASSOCIATES Certified Shorthand Reporters 1547 Palos Verdes Mall, Suite 288 Walnut Creek, California 94596 (925) 370-8883 REPORTED BY: CHRISTINE BEDARD, CSR #10709 r . ~ ~... 1141 r ." "" BE IT REMEMBERED that, on Monday, January 8,8cD 2001 at the hour of 7:02 p.m. thereof, at the Offices of the DUBLIN CITY COUNCIL CHAMBERS, 100 Civic Plaza Drive, Dublin, Californ~a, before me, CHRISTINE BEDARD, a Certified Shorthand Reporter in and for the Coun.ty of Contra Costa, State of California, the following proceedings occurred --000-- APPEARANCES SHARON M. SOLOMON, Facilitator Pillsbury Winthrop 50 Fremont Street San Francisco, California 94105-2228 (415) 983-1000 KATHLEEN K. MAYO, Bay Area Rapid Transit District 1000 Broadway, Suite 615 Oakland, California 94607-4039 (510) 287-4881 ---000--- 2 [ r- . , . I - ~ t ~. fi . j",",., - r 1 L t r f, t , r r . l>:'.'.:", r , , ~ , 10 11 12 1 so ~ PROCEEDINGS 2 Good e9~~ing, &verybody. MS. MAYO: Welcome. 3 This is a public hearing on the supplemental 4 environm€ntal impact report" for the west Dublin 5 station, BART station and transit village project.: 6 First, I'd like to thank all of you who have 7 come out "tonight. I appreciate you taking your time on 8 a Monday evening. I'm Kathleen Mayo, and I'm deputy 9 executive manager for transit system development at BART, basically responsible for implementing BART capitol programs. As I said, this is a public hearing. We're here 13 to take your comments on the supplemental E.I.R., which 14 15 16 17 18 19 20 21 22 23 24 was released on December 1st of last year. And the closing period for comments is January 16th of 2001. We're prepared to take all comments tonight and each and every comment will be responded to in our final E.I.R. We have tonight a moderator, Sharon Solomon, who is going to discuss with you the process and moderate the program. And I'll turn it over to Sharon. MS. SOLOMON: Thank you. Let me start out by saying that I'm not a BART employee. I've b~en retained to facilitate this meeting. So why I am here 25 is to make sure that each of you get a chance to 26 participate in the public hearing if you're interested 3 r- r- r ' r t , , ..... . 10 - , < 11 12 13 :0 1 in making comments, and that this is done in an orderly 2 fashion. 3 If you want to address the record tonight 4 verbally, if you would pick"up a comment card, either 5 over there or here and give them to this woman sit~ing 6 here, I will call upon you -by name, so that we can do 7 this in an orderly process. 8 If you don1t want to comment tonight, you just 9 want to listen, but would like to have written comments tonight, please also fill out one of the speaker cards and hand them to this woman over here, as well, and she will make sure that they get put into the record. Let me assure you that if you don1t comment 14 tonight, either written or verbally, that, again, we 15 will be taking comments in written form up until 16 February 16th, at the close of business. 17 18 r ~ " 19 MS. MAYO: January. MS. SOLOMON: January. Excuse me. Ilm already ahead of myself. If you would come up to the 20 microphone right here, we have a tape recorder and we 21 have a court reporter. So we have a dual system 22 tonight to make sure that every comment gets taken 23 down. r f 24 r ~ I 25 I want to assure you that every comment that is made will be presented to the BART board during their ,..... ~ k ~ 26 decision-making process and will also be responded to fl . t 4 r- t , 1 in the final environmental impact report. If you 2 would, when you speak o~ on thG speaker cards, put your 3 name and your address and speak very clearly into the 4 micropho~e, so that the cou~t reporter over here can 5 understand and take your name down correctly. 6 We are going to set a five minute limit on 7 speakers,."and at that point, I will ask you to please 8 cut your comments short. If any of you decides that 9 they need more time, please put your comments in 10 writing and submit them to Ms. Warner over.here. 11 12 r ! 13 14 I have no other comments. Do we have anybody who would like to make comments? Let me also point out that this is a public hearing, and we will not be answering questions this evening. We will be here 15 solely to hear your comments and to receive your r' I t 16 17 testimony on this project. Mr~ Tom Gill. If you could speak into the 18 microphone, please. ,- . 19 20 MR. GILL: Hi. 14-] My name is Tom Gill. I live at 6415 Amber Lane in Pleasanton, California. I'm a 21 member of the City of Pleasanton's West Las Positas 22 interchange traffic study committee. 23 And specifically what I wanted to do was to 24 point out that the environmental draft, environmental 25 impact report, that is available, that the assumptions 26 used for traffic and as that traffic will be mitigated 5 r l / r , r I- >" .. 1 at West Las as a result of West Las Positas 14-1 2 interchange is uut of date, and speclfic"lly ~able 63, 3 page 618 says that even without the BART project, that 4 the West. Las Positas interc~ange will mitigate all 5 intersections in the city of Pleasanton, that was part 6 of this study, would mitigate them to acceptable levels 7 of service. 8 But the City of Pleasanton has a community 9 advisory committee that's been studying this for about 10 three-and-a-half years, and about two years ago, we r 11 determined that not to be correct. 12 n ! . 13 14 r- & j . f 15 r ~ 16 All that information is available through the City of Pleasanton. Basically, you can see I have a traffic study done for the City of Pleasanton by Dawling Association, Associates. If you contact Randy Lum with the City of - ~ 17 Pleasanton or George Homolka, who's our consultant on 18 the project, they can give you that information, and r i 19 20 21 r; , 22 you can get the up-to-date information. The bottom line is that the West Las Positas interchange will cost up to $29 million. The best it could do would be to mitigate traffic at the studied r f t 23 intersections up to 80 percent of build-out, which is 24 -- ; ; t 25 existing plus approved. In order to fully mitigate the traffic at these 26 intersections and the rest of the intersections at 6 ..... , ; ~ ,. r-: ~.. 'i t ~IO ..., 1 Pleasanton that the Pleasanton committee has studied 2 it's going to require a gLeat separation at Stoneridge 3 interchange and there are alternatives to the West 4 Las Positas interchange" that we're currently studying 5 that actually are far less expensive than the West: 6 Las Positas interchange to "mitigate at 80 percent. 7 But the bottom line is that the full mitigation 8 package in the city of Pleasanton to mitigate all the 9 intersections studied by BART, plus extra intersections 10 studied by the City of Pleasanton, could cost up to 11 $100 million, and I think that we'll need to update the 12 BART study to reflect this. 13 Now, whether the City of Pleasanton, you know, 14 will be concerned about the fact that, you know, that 15 those -- the impact of the BART, I don't know, but I ..- , ! L, ..... e f 16 17 18 think it's important that we get the correct traffic information in the BART study. Thank you. MS. SOLOMON: Thank you, Mr. Gill. Do we have 19 any other speakers this evening? r-; , 20 21 22 23 24 MR. ILIFF: If you don't mind. MS. SOLOMON: Mr. Iliff. MR. ILIFF: Hello. My name is Robert Iliff and 14-2 I work in the city of Pleasanton for the Clo~ox Company, and as of about a year-and-a-half ago, I now 25 live in the city of Pleasanton. 26 I read the newspaper article this past few days "7 r r" t G k . ~ i L. ._' ~ 1 10 11 r 12 13 14 15 ~ 16 17 r ~\, 1 that identified this meeting and what its subject was, . 14-2 2 and I looked out my front window and realized that when 3 the West Las Positas interchange goes in, I will now be 4 sitting 9n a major thorough~are that people will use to 5 get from 680 to the new BART station or to Foothill or 6 to 580. 7 I live on the corner of Muirwood and 'Springdale 8 at 4920, and I know that the path of least resistance, 9 right, will go right past my front door. This is not a civic thing that I'm doing here, but a personal thing. And I wanted to come and at least make that statement that I think my neighborhood will be very badly affected by this. Thank you. MS. SOLOMON: Thank you. Do we have any other public comments? Mr. Peter DeGalan. MR. DeGALAN: Yes. I'm vice president of development for the Taubman Company. We are the 18 managers of the Stoneridge Shopping Center in l"""1 ~ , 19 20 Pleasanton. MS. SOLOMON: Would you state your name and 21 address, as well. 22 MR. DeGALAN: Peter DeGalan, 200 East Long Lake 23 Road, Bloomfield Hills, Michigan. 24 25 26 MS. SOLOMON: Thank you. MR. DeGALAN: We have a couple of concerns about the BART project. 14-3 Number one, I'd like to say that we 8 r; t 1 . r f n r 1:.. ~\t.- 1 think it's a good idea and we welcome the BART project 1 -3 2 and the Jones Lang LaSalle office project, as well. 3 Our concerns are primarily wrapped up in traffic 4 and park~ng, and the way that the Stoneridge Mall was 5 designed for traffic is, there's a ring roa~ that 6 encircles the shopping center. It's intended to 7 disburse traffic to both sides, that is, to the 8 shopping center side, as well as the property on the 9 outside of the ring road. It's to give each of the 10 uses in that area equal access to the ring road. 11 r- r 12 Some of the changes or some of the recommendations that are made in the draft supplemental 13 E.I.R. include some signalization, and they include 14 some other improvements that the report concluded 15 needed to be made in the main driveway area, and I r- 16 think some of the alternatives included signalization, 17 a center median or a canoe on the shopping center side 18 of the road. r-: , / 19 The intent here was to get the traffic coming 20 out of the office and the BART project to turn left or r i 21 r I 22 23 r: l 24 25 right and not interfere with the shopping center traffic. In principle, we're not real happy abqut signalization, but with the added traffic here, it may be necessary to have a signal. We believe that should 26 be part of the project cost. 9 r ~ t r, r ~ G 11'-:1 ~\~ 1. We do not 1.ike the idea of a center median out 1 -3 2 there. It sort oi ~efeats the purpose of the ~ing road 3 concept, and if a canoe is implemented, which will 4 result i~ the reconfiguration of the parking lot 5 outside of the Nordstroms store, and the loss of s9me 6 parking, that should also be a project responsibility. 7 IJ4-4 We' also have some concerns about parking. 8 Because we have a large parking field, which is 9 designed to hold all of the -- of the cars that show up 10 during certain times of the year, it sometimes appears r ~ 1 11 12 that we have excess parking, and we are concerned that, particularly if BART implements a paid parking program, 13 that people will utilize our lot. t; ~ ; ~ ...- f r 14 1.5 16 We -- we have the duty, a contractual obligation with the department stores who are there, to police the parking lots, make sure that there's adequate parking 17 available to them, and so we are concerned that 18 measures be taken so that if parking poaching occurs, r- ~ , 19 20 21 that there are some remedies. Those remedies could include building additional parking. It could inalude some trip-reduction programs 22 for the office building or programs of that nature. r P" f ...- ,. 23 24 25 26 So those are primarily our concerns. If those are adequately addressed, then we'll be delighted to have both of these as new neighbors. MS. SOLOMON: Thank you. Do we have any other 10 r , ' r- t I 1 ~14 further comments? 2 UNKNOWN SPEAKER: I'll just submit these in 3 writing. 4 Thank you. M$. SOLOMON: Well, if nobody 5 further wishes to comment, I will close the'publi~. 6 hearing, and I will remind "those of you who are here 7 that if you have written comments that you would like 8 to make, you may make them to Mr. John Reynolds at 9 BART, Box 12688, area (sic) code 94604 in Oakland, 10 California, and you may submit those in writing up r I 1-, f r 22 . , r 25 ~ ..- , 11 12 13 14 15 16 17 18 19 20 21 23 24 26 until close of business on January 16th, 2001. Thank you very much for coming. This hearing is " now closed. (The public hearing concluded at 7:16 p.m.) ---000--- 11 n f 4 n 5 ~.i r ~ , ~- -j r- f' j 1 6\~ STATE OF CALIFORNIA ) 2 ss. 3 COUNTY OF CONTRA COSTA 6 I, CHRISTINE BEDARD, Certified Shorthand 7 Reporter," certify: 8 That the foregoing proceedings were taken by me 9 at the time and place therein set forth; 10 That the testimony was recorded stenographically 11 by me and were thereafter transcribed. 12 That the foregoing is a true and correct 13 transcript of my shorthand notes so taken. 14 I further certify that I am not a relative or 15 employee of any attorney or of any of the parties, nor 16 financially interested in the action. 17 I declare under the penalty of perjury under the ~ 18 laws of the State of California that the foregoing is ~ 19 20 21 22 23 24 25 26 true and correct~ Dated this 15th day of January,2001. CJw;J1 .14 W C(Jt5m CHRISTINE BEDARD, CSR NO. 10709 12 Bllo r f ~ 14 Public Hearing Comments January 8, 2001 LEITER RESPONSE Ii r f 14-1 Please see Response to Comment 9-1. r I ! 14-2 The commenter states his concern regarding the traffic effects associated with installation of the West Las Positas interchange. The installation of the West Las Positas interchange is a separate project outside of the scope of this EIR. Therefore, no additional response is necessary . 14-3 Please see Responses to Comments 7-1 and 7-2. 14-4 The commenter states his concern that measures be implemented so that if parking spillover occurs, there are some remedies. The commenter further proposes some specific remedies. For a detailed discussion of the parking impacts associated with the project and the mitigation measures intended to address these impacts, please see Section 4.5 - Transportation/Circulation and Appendix C - Parking Management Toolkit of the Draft Supplemental EIR.Please also see Response to Comment 7-5. - f t'..-a r, ~ . San Francisco Bay Area Rapid Transit District West Dublin!Pleasanton BART Station and Transit Village 2-51 EDAW Written and Oral Comments and Responses ~11 ,...., t i !' t 3 REVISIONS TO THE DRAFT EIR r t t".~,~ The third sentence on the first paragraph of Mitigation Measure 4.7-1 on pages 2-26 and 4.7-13 ofthe Draft Supplemental EIR is hereby revised as follows: n ! In addition, a detailed historical assessment of past uses of the project site shall be conducted in order to determine whether hazardous substances may have been released into site soils. This historical information, in combination with the field sampling outlinedin the Field Investigation Work Plan, shall be used to determine the appropriate chemical analyses to be conducted and the site's sampling locations. A Health and Safety Plan shall be developed that outlines safety procedures to follow in the event of accidental spills or the unearthing of contaminated soil or groundwater during construction activities. The following text is hereby added to the end of Mitigation Measure 4.7-1 on pages 2-27 and 4.7-13 of the Draft Supplemental EIR: "..., i ~ Regulatory review and approval shall be obtained from the California Department of Toxic Substances Control for all relevant investigation and remediation documents. The following text is hereby added to the list of discretionary actions by responsible agencies on page 2-2 ofthe Draft Supplemental EIR: Issuance of an encroachment permit by the Alameda County Flood Control and Water Conservation District - Zone 7 for construction of a pedestrian overcrossing over Dublin Creek. The last sentence of the first paragraph on page 4.6-17 of the Draft Supplemental EIR is hereby revised as follows: ,..., The current water entitlement for Zone 7 is 78,000 acre-ft/year 46,Og(J as ft.'y~ The following text is hereby added to the list of discretionary actions by responsible agencies on page 2-2 ofthe Draft Supplemental EIR: r- . f ~ Approval of a Planned Development Zoning District Stage 2 Development Plan by the City of Dublin. Consideration of the EIR and adoption of findings and a mitigation plan by both the City of Dublin and the City of Pleasanton as responsible agencies following EIR certification by the BART Board. The following text is hereby added following the second indented paragraph on page 4.1_8 of the Draft Supplemental EIR: Additionally, the project site is identified on the Pleasanton General Plan Land Use Map as a "Proposed BART Station". San Francisco Bay Area Rapid Transit District West!Dublin Pleasanton BART Station and Transit Village 3-1 EDAW Revisions to the DEIR ~\~ Policy 12: Encourage the extension of BART from Pleasanton to Livermore following the 1-580 alignment. r Program 12.2: Encourage mass transit in the Tri-Valley area by a variety of means, including private investment. L Program 12.3:Encourage BART to complete the West DublinIPleasanton station to better serve the 1-680 corridor and west Pleasanton locations, The fourth sentence in the last paragraph on page 4.5-12 of the Draft Supplemental EIR is hereby deleted as follows: The int@rs@~tioo 9fF99thill R.oad/CanY9B 'Nay is 9p<<a.tiRg at l..O~ D jl:lGt abe';e the mimml:llR aes@ptabl@ staBaara. The last sentence ofthe second paragraph on page 4.5-24 ofthe Draft Supplemental EIR is hereby revised as follow: However, for the work-based trips it is assumed that BART passengers use (work provided) shuttles at a rate of two passengers per shuttle (i.e., a.m. exits: 15% x 182-2t& passengers = 28~ passengers at two per shuttle = 14 -t6-shuttles). The first sentence of the first full paragraph on page 4.5-44 ofthe Draft Supplemental EIR is hereby revised as follows: Without the West Las Positas interchange, this signalized intersection is projected to operate unacceptably at LOS E during the a.m. and p.m. peak hour. The first sentence of the last paragraph on page 4.5-44 ofthe Draft Supplemental EIR is hereby revised as follows: The trip generation for the office component of the project was based on the standard trip generation rates for office developments (1.33 trips per 1,000 gross t'~l1t::lRh~ square feet for the a.m. and p.m. peak hours) adopted by the City of Pleasanton. The second to last sentence in the second paragraph on page 4.5-46 of the Draft Supplemental EIR is hereby revised as follows: Therefore, 3 inbound and 3 outbound bus trips would occur at the BART Station in Pleasanton during the a.m. and p.m. peak hours. The first sentence of the second paragraph on page 4.5-47 of the Draft Supplemental EIR is hereby revised as follows: San Francisco Bay Area Rapid Transit District West/Dublin Pleasanton BART Station and Transit Village 3-2 EDAW Revisions to the DEIR L6 \ q n The Dublin Traffic Arialysis portion of this section describes development of the overall trip distribution assumptions for the proposed West Dublin/Pleasanton BART Station, which are also illustrated in Exhibit 4.5-74:5-& The text located within the first column and eighth row of Table 4.6-1 on page 4.6-22 of the Draft Supplemental EIR is hereby revised as follows: 170,()O() 180,OeO sq ft office building r f The second sentence in the third paragraph on page 4.6-30 of the Draft Supplemental EIR is hereby revised as follows: Table 4.6-24:-6-+ identifies the estimate wastewater flow generation for the proposed proj ect. The sentence commencing on the fourth line of the first paragraph on page 4.8-5 of the Draft Supplemental EIR is hereby revised as follows: Further to the west and adjacent to 1-580, the Wyndham Garden Hotel is six stories tall and the Safeway building (currently under construction) is five arB beth six. stories tall. The fifth and sixth sentences of the last paragraph on page 4.9-2 of the Draft Supplemental EIR are hereby deleted and replaced as follows: All applicable requirements included in the Tree Preservation Ordinance will be . followed. III erder to remeve these trees, a tree removal pennit must be obtaiRed freffl the City Departtncnt of Public "\Vorks. The application for this permit must 6effi:aifl relevtmt illf"6fffiati8fi aeeH:lt the tree slieh as tree height ffi'ld trunk cir~ymful:en.C0 and the r€ali:9nS necessibting its r0mgVal. San Francisco Bay Area Rapid Transit District West/Dublin Pleasanton BART Station and Transit Village 3-3 EDAW Revisions to the DEIR r n n L,c.,.J r , , ....-,....~ r L. ~~D TABLE 4.3-5 EXISTING AVERAGE DAILY TRAFFIC NOISE LEVELS Distance from Roadway Centerline to ~JCNEl (feet)" ~CNEl (dBA) 50 feet Roadway Segment From Center-line of 70 dBA 65 dBA 60 dBA Near Travel lane City of Dublin Dublin Boulevard, San Ramon Road to 62.2 175.1 546.2 68.7 Amador Plaza Road Golden Gate Drive, Dublin Boulevard to 0 0 90.7 62.0 St. Patrick Way Amador Plaza Drive, Dublin Boulevard 0 0 125.1 63.4 to St. Patrick Way City of Pleasanton Canyon Way, San RamOflFoothiltRoad 0 0 102.6 61.9 to Stoneridge Mall Road Stoneridge Mall Road, Canyon Way to 0 0 59.8 59.4 Stoneridge Drive Stoneridge Drive, San Ramon Foothill 0 0 77.8 60.6 Road to Stoneridge Mall Road Foothill Road, Canyon Way to 64.6 183.4 573.0 68.9 Stoneridge Drive 1-580 2,053.6 6,492.9 20,530.5 84.1 Traffic noise levels were calculated using the FHW A Noise Prediction Model based on peak hour traffic volumes presented in the traffic report prepared for this project. Assumes a k-factor of 0.10 for conversion of peak hour volumes to average daily traffic volumes. Does not consider any natural or manmade shielding effects between sources and receptors. Source: EDA W 2000, TJKM 2000 San Francisco Boy Area Rapid Transit District West/Dublin Pleasanton BART Station and T ronsit Village EDAW Revisions to the DEIR 3-4 r , , ~ t j r r f r t q' ~~ TABLE 4.3-8 PROJECTED TRAFFIC NOISE LEVELS Noise level (tNE~n) at 50 ft. From Near Trovellane Centerline Roadway Contribution to Increased Existing Existing Plus Project T raffle Noise level City of Dublin Dublin Boulevard, San Ramon Road to Amador 68.7 68.9 0.2 Plaza Road Golden Gate Drive, Dublin Boulevard to St. 62.0 64.0 2.0 Patrick Way Amador Plaza Drive, Dublin Boulevard to St. 63.4 64.0 0.6 Patrick Way .. City of Pleasanton Canyon Way, San Ramon Foothill Road to 61.9 62.0 0.1 Stoneridge Mall Road Stoneridge Mall Road, Canyon Way to 59.4 60.9 1.5 Stoneridge Drive Stoneridge Drive, San Ramon Foothill Road to 60.6 60.6 0 Stoneridge Mall Road Foothill Road, Canyon Way to Stoneridge Drive 68.9 68.9 0 Traffic noise levels were modeled using the FHWA Noise Prediction Model (FHWA-RD-77-108) based on traffic information (Le., average daily traffic, vehicle speeds. roadway width. etc.) obtained from the traffic analysis prepared for this project. Assumes no natural or man-made shielding (i.e.. vegetation. berms. walls, buildings. etc.) between the roadway and receptor. Source: EDA W 2000. TJKM 2000. San Francisco Bay Area Rapid Transit District West/Dublin Pleasanton BART Station and Transit Village EDAW Revisions to the DEIR 3-5 r r L, - t , - , I ~ r r ,"",,,,I [ ~v-z.- TABLE 4.5-9 PLEASANTON PEAK HOUR INTERSECI10N LEvELS OF SERVICE- EXISTING PLUS APPROVED PLUS PROPOSED PROJECT SIGNALIZED INTERSEGlONS WITHOUT 1-680/WEST LAS POSITAS INTERCHANGE Existing + Approved Existing + Approved + Project 10 Intersection A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour vIe I LOS vIe I LOS vIe I LOS vIe I LOS 302 FoothillRoad/Canyon Way 0.66 B 0.86 D 0.69 B 0.87 D with Planned Improvement 0.62 B 0.82 D 0.64 B 0.83 D 304 Foothill Road/Stoneridge Drive 0.40 A 0.44 A 0.40 A 0.44 A 313 Hopyard Road/Stoneridge Drive 0.84 D 0.92 E 0.85 D 0.93 E with Planned Improvement 0.73 C 0.86 D 0.75 C 0.87 D 344 Springdale Avenue/Stoneridge Drive 0.44 A 0.66 B 0.46 A 0.67 B 345 Stoneridge Mall Road/Stoneridge Drive 0.86 D 0.82 D 0.93 E 0.84 D -MITIGATED 1 FREE WB RT LANE 0.34 A 0.77 C 346 1-680 SB Ramps/Stoneridge Drive 0.93 E 0.99 E 0.96 E 0.98 E with Planned Future Improvement 0.85 D 0.91 E 0.87 D 0.91 E with City Initiated Improvement 0.81 D 0.85 D 0.84 D 0.87 D 347 1-680 NO.72B Ramps/Stoneridge Dr. 0.85 D 0.88 D 0.84 D 0.90 D 348 Johnson Drive/Stoneridge Drive 0.71 C 0.86 D 0.70 B 0.86 D 349 Denker Drive/Stoneridge Drive 0.84 D 0.89 D 0.85 D 0.89 D 392 Stoneridge Mall Road/Canyon Way 0.41 A 0.44 A 0.44 A 0.45 A 901 San Ramon Rd/I-580 WB Ramps 0.75 C 0.86 D 0.76 C 0.87 D 903 Foothill Road/l-580 EB Ramps 0.74 C 0.83 D 0.75 C 0.84 D UNSIGNAlIZED SIGNNALlZEO INTERSEGlONS - WITHOUT WITH 1-680/WEST LAS POSITAS INTERCHANGE Existing + Approved Existing + Approved + Project ID Intersedion A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour V/C I LOS V/C I LOS VlC I LOS V/C I LOS 302 FoothillRoad/Canyon Way 0.66 B 0.86 D 0.69 B 0.87 D with Planned Future Improvement 0.62 B 0.82 D 0.65 B 0.83 D 304 Foothill RoadjStoneridge Drive 0.37 A 0.41 A 0.38 A 0.42 A 313 Hopyard Road/Stoneridge Drive 0.71 C 0.86 D 0.73 C 0.86 D 344 Springdale Avenue/Stoneridge Drive 0.44 A 0.66 B 0.46 A 0.67 B 345 Stoneridge Mall RoadjStoneridge Dr. 0.86 D 0.82 D 0.93 E 0.85 D -MITIGATED 1 FREE WE RTLANE 0.34 A 0.76 C 346 1-680 SB Ramps/Stoneridge Drive 0.88 D 0.89 D 0.90 D 0.89 D with Planned Future Improvement 0.79 C 0.86 D 0.83 D 0.85 D 347 1-680 NB Ramps/Stoneridge Dr. 0.72 C 0.82 D 0.75 C 0.85 D 348 Johnson Drive/Stoneridge Drive 0.61 B 0.81 D 0.61 B 0.80 C 349 Denker Drive/Stoneridge Drive 0.74 C 0.82 D 0.74 C 0.82 D 392 Stoneridge Mall Road/Canyon Way 0.41 A 0.44 A 0.44 A 0.45 A 901 San Ramon Rd/I-580 WE Ramps 0.75 C 0.86 D 0.76 C 0.87 D 903 Foothill Road/I-580 EB Ramps 0.74 C 0.83 D 0.75 C 0.84 D Note: v/c = volume to capacity ratio, LOS = level of service San Francisco Bay Area Rapid Transit District West/Dublin Pleasanton BART Station and Transit Village EDAW Revisions to the DEIR 3-6 ~ ~ HAaENDADR. l!i I WIU.OWRD. aiABOl'DR. ;; ~.. ~d~ ~II ...-- HUlON ~ I: CII S. c ~ 'i Ii > i &~ - &1 i l~~ I: ! &~ I lX:JE Q i i I i a.... .. ~ O!~. 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