The URL can be used to link to this page

Home My WebLink About95 - Design Report - Bridger Creek Subdivision Lots 41 & 42 - Water, Sewer111111]1DnDESIGN REPORTforLOTS 41 AND 42BRIDGER CREEK SUBDFVISIONWater and Sewer Main ExtensionsMay, 1995]]]j]JjJJPREPARED BY: MORRISON-MAIERLEP.O. BOX 1113BOZEMAN, MT 59715^2??3a.^9<y\°>^^<y$:<2>MAY1995»ro»co^'&<5<v^s^SEAL^J»7 KEITH S.''-.^MM# 2089.005 040 0310^.........^^KEITH S. \^.Xj^j' BELDEN ':^|l^i 10692ES ;>J%'^\ ^~\~o~ /.9^''^<^^A^/»»IHIIt^i:n(1^ 111110DESIGN REPORTFORLOTS 41 AND 42BRIDGER CREEK SUBDIVISIONWATER AND SEWER MAIN EXTENSIONSThe purpose of this report is to provide the basis for the designof water and sewer main extensions from existing mains in BoylanRoad, Bridger Creek Subdivision, Phase I. The extensions willservice 28 residential lots created from the subdivision of Lots 41and 42. Demand and usage values shown represent all proposed usein Bridger Creek Subdivision. Totals have been adjusted to reflectthe proposed change in use of Lots 41 and 42 and have also beenfine-tuned to reflect what is now known about the proposed use ofother lots in the subdivision.J]]]jJ]j]JWATER SUPPLYWater for domestic use and fire protection shall be provided by theCity of Bozeman via a distribution system installed by theapplicants. Water usage is based upon the following assumptions:400 gallons per day per dwelling1500 gallons per day per acre for commercial/industrial1.5 inches/week over 50% of area for irrigationDAILY DEMAND192 units x 400 gpd7.11 acres x 1500 gpd/ac52.84 acres x 50% x 43,560sf/ac x 1.5 inch/weekTOTAL DAILY DEMAND76,800 gpd10,665 gpd153,720 oud241,185 GPDPEAK DEMAND241,185 gpd - 24 hr\day -60 min\hr x 4.1 peak = 687 gpmFire protection flows are assumed to be a minimum of 1,000 gpm.Therefore, an artificial peak demand would be in excess of 1687gpm.A 10-inch main and an 8-inch main from Bridger Drive are proposedto serve the development. The two mains with a line pressure of 50psi are capable of delivering 1687 gpm 2,000 feet distant at apressure greater than 35 psi.Plans and specifications for water improvements will require theapproval of the City Engineering Department and the MontanaDepartment of Health and Environmental Sciences (MDHES). 11]^SEWAGE DISPOSALSewage will be collected in a central collection system withtreatment at the City of Bozeman Wasfcewater Treatment Plant.1DAILY FLOW192 units x 400 gpd/unit7.11 acres x 1,500 gpd/acreTOTAL DAILY FLOW76,800 gpd10,665 cs-pd87,465 GPDPEAK FLOW87,465 - 24 hr\day - 60 min\hr x 4.1 = 2,499 gpdThis flow represents an increase of 58 gpm compared to flowscalculated in the original "Community Impact" report of October1992. Calculations in the 'SEWER SERVICE AREA STUDY", January1994, however, indicate that this additional capacity exists in thenewly constructed sewer main that will service Bridger CreekSubdivision.SOIL CONDITIONSThe soils within the vacinity of Lot 41/42 Bridger CreekSubdivision can be described generally as a sandy silt with clay,medium to low plasticity to a depth of 5 to 6 feet. Below that,the soils are characteristically more gravelly with clay and somesilts.The upper horizon has a maximum dry density between 100 and 108 pcfat 22% and 16% optimum moisture, respectively. CBR values for 0.1and 0.2 inches of penetration were developed and yielded values of5 and 4.1 respectively. The more conservative CBR =4.1 and it'scorresponding R-value (= 23) was used to check the pavementstructural section. The proposed pavement structural sectionconsisting of 3" of asphalt on 3" of crushed base on 12" of selectsubbase provides 1.'85 feet of Gravel Equivalent exceeding the 1.36feet required. See attached calculations, proctors and CBR worksheets.Groundwater in late April 1995 was 10 feet below the ground surfaceat the intersection of Caddie Court with Boylan Road. Nogroundwater was encountered in this area during the 1994 summer-fall construction season. 11111•11nnGRADING AND DRAINAGENo special considerations are required outside of those normallyemployed for residential street and lot grading and compaction.This project, a resubdivision of two lots within Bridger CreekSubdivision, Phase 1, was previously included in the stormwatermaster plan for Bridger Creek Subdivision. The existing stormwaterplan and Stormwater Discharge Permit cover this development.h: \2089\designMay 22, 1995]]]]].]jjJJJJ ICalifornia Bearing Ratio Test(ASTM D 1883 /AASHTO T 19nBRAUS»a-INTERTECProject: BHDX-94-030Boring:Bridger Creek Subdivision -2089Sample:Date: 1-21-94#1Depth:Sample Description: Lean Clay with Sand, medium plasticity, trace gravel and roots, dark brown, moist.Specimen was soaked for 132 hours.Maximum Dry Density: 100.0 pcfInitialWt. Specimen + Tare WetWt. Specimen + Tare DryWt. TareMoisture ContentInitial Wt. 4161.2 gmsInitial Dry Unit Wt. 97.0 pcfFinal Dry Unit Wt. _ 96.4 pcfProcedure:AASHTO T 99, Method A324.70 gms284.30 gms129.80 gms26.1%DiameterFinalWt. Specimen + Tare WetWt. Specimen + Tare DryWt. TareMoisture Content6.00 inInitial Relative CompactionFinal Relative CompactionInitial Ht.97.0%96.4%1377.60 gms1119.10 gms118.30^ gms25.8%4.58 inSWELL TESTSurcharge Weight.nitial Dial Rdg.CBR TEST20.0 Ibs0.5000Surcharge PressureFinal Dial Rdg.120.3 psf0.5323Swell0.7%Surcharge WeightCBR @ 0.1 in.20.0 Ibs5.0Surcharge PressureCBR @ 0.2 in114.0^ psf4.1J;JJj.90807060w0<50S <owM201007/"0.1Penetration (inches)0.30.4Braun Intertec Engineering, Inc., Billings, Montana (406) 652-39300.5J 1--^4-i»t^w^Q150140130120110100900~Sample No: 1Sampled From: —Soil Description:Zero\\iCoids:urves\j\1t\xxl-s41 —?—$—§—TO—Yl —H—115—I?Moisture Content %^T~2^Lab Sample No: 1Lean Clay with Sand, medium plasticity, trace gravel and roots,dark brown, moist.Maximum DryDensity, pcf *100.0\<^~^~^-2.Optimum Moist.;Content % *22.0AASHTO T 99Method: A*Densitv and moisture resultsrounded to nearest 0.5.Job No:BHDX-94-030Appr:^$ate:3/14/94Laboratory Compaction Characteristicsof Soil (Proctor)Bridger Creek Subdivision2809Braun Intertec, Billings, MontanaPlatep-1 1Jn •d^^. Q-....•o,..0^. -&Q^-.."^0:-s-Vj-^1-S<^r-tMs-3->T|^03 •QNo?-M^t~^1^®ts^<M —^SLF^g^{T^tX^1^'S^&Q^ E^^.^ L-^./!Ql>•^Ty>^4<s~-Q^>-cs^n^y "^'^-<iyai -^/}-^^1%^-1§^!agl/Ifs-^^ ! ^y^^/)Q^Q?1?1^vnT1;a &^ gM<^0^^&A^1 Mla't<^^^Sl^|<\0•^I^<^/I-M$n~i-^0t^^<^A•T,^^^^-0-19 .-y<\QQS>sn^{^\/1^-5c^.^-^Mw^VQ-^Ay ^M^s&/w^wt1&^5flc§] ^^0&»^sny^MaA(Jrin~^.0C!~^~AGt1^<in^nt}Aut1•^1t•-1501-1uwG§.13u3 Tins-I1-10r-ia\^\^\^\5S^I^{5lS71B0ch>-1 Muy A•u00ac1-1••4 H/I0KM^0^Ay 14JI p3:1 Sl S:3.n/\,^/}/15.^a-5i^ltIr°§S '3 RR ^^ N r^c^ c^un/\If/\A-0AKI/1/In3utflwa-?i-rq,^-71t<3X!r\ZL^\x\~i;1ffilasRR!2^\7-s?-s-s•a I-R- y_ 0->Q-0s a s ? . ? ss^iii8^1—|SQ>II\^(^^^^~Jr^>6u^j\)gI&^ s ^cQd-hS)-^^If1 ^Ls^ ^-s>£0-s-^-3t;^\n^^^^_^ .'§•><:^III:^Q^QzQ:s3Q!jc^?is's^Kj-fe-^11^Q*»J.*<u^0y 1nt^l^'^t^^~t-"^f^;<S7^r^1" 1^^"Q1^^r^:]y^.ttav«^vi0n^1^•^^2]^^|'Q^r\^n(SN^IQL-:12:l—^Q^-^\:^)^0ssSjtMJ ^^§^^afe•ASITt^^Ir^^^^1^^^igjll:y^^^l^I^^ISSI^^11} ^1^^^t^^1^<ti^1^+J/13^.l^-5<»^i/^\\^Mw&^/Id^^^^.l^u~1li/n&as^-/\[^ISM^~^?)(1Q*-^^%PN/I-^1-s-'VVsiAT^.1 r^-^Elsy\./\5C-1—12?s\\.^AV)w3Ac;^GM0t-1»K[Js1-1n-1s/I^un06§/InDa^AL>t1•I-l+^-1a0<-1cuIllw/Is8y-a3 ^vsCP/\.-It-t00•^1Jl^s0t>•>,P |3:|a F |hp I«tJ I >-.! 1^1 U I'^-iMn•u>u1-;u^a0s.c1-1•^1->^0U1n^1^1sls!0^^i5i3M/1as3:m/\771/I/I^^.^^^g'3RK§oj rJ r^ r4 c-1 c~^lg/1^Pl/»71lljDu^£/I.^sin^JS^^<R1-ra-71<I•(T£^/I/n\re^a\<1T-9??-R£ID?}s^aUL0Rs^8^ i<.?.0-«1-0aSRRS°38S'.?3S^j8illTB!'s<^^^"^^a^^^^^*<;. fe-N^u^fc$<QcQJ^^qjI^^^^^rnv \•^^^•\s.<»\J-s-<•T\VnI^5^ ^ .'\\tj•^5:^-s%^"s:^^)^^^-0^ ..^?S!y-^.^^S!r^^^'-^\ft1^^v^^^' •I:1^dcB;^1^-X-^^^1T^~^^.I</^\f^^ I ^-^>nl^*-^ 1111111]MorrisonMaierle."x^^PROJECT: Lu-*- A\ /4c-'Ry~: ^ rr-.g,— Tj^:-^^BY;DATCPROJ. NO.CHK:DATEPAGE:_\OF]]]11T^A,\/£V^^(^-TS>^C~T\Ot^<£'0\sJ-T'\0^ *.CV^xScV^. pryp Oc €'£s •^p^*..'-i£iT--^rT"' ^ecrsr\o^-=s/ "c.oOi^\'a--V\c,o\_ o^ 'S,1' "T^.i-p.s^'B? As.'p'n&V'ron B'v o ^-0-S;'-m,t-^!, -T-|^<^'>A/' ^r^^'ne^fc.=-c>s.^ on ^Z o^ f^1 ' r-, ^ r.u^ s^\<^c^~&->\=>ND-=.S.<-- ^t-><- ss.oss-.u-^- '^-—re.nc^y^.<1 AL-~T'T2LAt--\s Tr-<s-T^o^ ^L ^\'s.'--\^\e_ ?^v<£.mcrv~ci<s- s. \— r\ ^,'T) -', \ T; ^ ==- r-A"":; '. o"-! C2. '^,1. ^-:>e—^<-rr\\r\ c &^1'— o.r-.B- cor-,-../is3.r->' ""0TT'& ^-{-:._i. 1' ^ c-^ >--^r^£.^\I\ ^\^- (^^^3.pl'^-L-\-iT^)-Vc }T<~'s[-'r~,^ 0&&S,\^-\C_o—~\0^^o.\\9\0^.Us<^ ~~X ^ S-.S~~L ~-? C&A--/,ol-~^^n^-V.o—~\0^.^&.Z.7L,C&,\co\<=--V=- -V'r\e- Gsr&\/e\ i=-c^c.v/a*\^rv— C&^o^~ -V^cs. '^ p&ve.Tn'c-^.-v 's<2.c--sna^^ <^\^'s^r\., .~+^T<e ^-o\\Q^\hy\ ",0Ff\ o^te r\ &v G>r-«\/ c\ £-^ '-> • N' c<'. £ ^-h- ^-C.CJ-DCS^A-^,<.\--Cc.j^e.c- '5^.^<s-2e\e^ c-^o\=^<-"^pT?,^^ ^y^ ^\.\o\. 00^.s 1111111]]]]j]J1jMorrisonyMaierle/PROJECT:Lc- A\lA^LT?.S\/ s'. ,"T. ClV.BY;^ "Ci ei.'''-.DATEPROJ. NO.CHK:DATEPAGE:z.OFjmoAe<-\-\<—r'.j>^'*'o,.2A "feo..^^S<3\ ec-T ^>0\=>\3C^ <S.<5 u\o c^.c^ e.^-Ve.\^<"L~7&^0"L-^. Q= cj^z- ^^. ^.^GB ^&i2. =o.oozz. Cjx) Ooo- ^)O.OQ-S?_ (^,^) (l00--I ^)^'^~~;> . I=» ~ v^-^i ..jC', a'•-I <£€--^.\(S^. ^ O.-s^1.-GS.&C-A^<^G-^.^\\•?0c-c\s-po.\a'^v^1~-•"a cCT^-e,^.)r'.e_biisV^j^iE~~p e-c- ^.'r- -'."'^-ac—or- ,t ^ (0.^3 ^ o.\ a)\z.-szo-^ . o.zs ^ -s^'z.'^z.o-iG:>. C-^\ c.^/\ A-V—\*ri^-<3£. o<r -\-<£.<r.<~ij»^'r«s=-'=-^<='S.-<-Lon<^ o^,'-^vn<.\— \<=^£F-,G£ = o.ooz?_ CS>,^)C\QO-<SO)Ge. ^ o, &&'\2.~\le\^C. ^Oc- sJ'OVOAi><_<S>\?''c<s. -V-'r\d- G,^Y,<.\-\- sa<-!^<--c.. vn^^ c,\re^^pruN'.<=c-<L 0,^~t' ©C- c2>^y'v-'\c./<~ ^C<^<:<^'< \^<-r---\\£_ ^'^><t. -W>\<-\c-^<tS^ \^ **-^0. &B - 0,S-~?-b ^ o>-^\^ oS- \^<^^\.\0o.^\o,^e>' = ^y-z.D 11^MorrisonPRO^CT: A_^ ^\ /47^_^T^^^^^ -t^^^^,••<s-^\- f-BV:DATEPROJ. NO.^/CHK:DATEPAGE:OF^11111]jjJJ]jJ0^<S:ls '. ^^0^: ; ^<3-&>C^\-W^<s. y;C=>S- : o ^r-; \=>-=,4.^-o -SO '.: -..,-±-'- ,'l • \ o . (,o. ^s^o.'ss.I4. C.A^\^^L G& "^- o,^p^.^\-1-^ \=>^^ c.o>^£.^O\OA^<_ \<s.^&<-^ .I'7<S& = o.oo-^-c Cs'^ 0^° ~ z-^(SE.-- i.^c^12.-^<^\y<t of. S^'>a<^ <--•=. <^CT'^er^Co'-e':.. -V''rv-4- 'a.eY^c^ sJto''s';;<:^.. ~4-*''^\^.''co.,c£^i^ •;i,^Cp - o,as ^o.^'i1C^E.o.^\0.^1X-^l.00\Z*1 ^ro^.^c^ o^0,£,\' r<*^u\<~c-<^.\.oot\T'V\<2. -Yo'VfV ^3^. ^<'o^i\<^e.^ \s ;As^.vn-^~ ' O-'z^1 ^ z.-sz- = °'S7"Base 0,2.^^^ \>\o s o.z.8S^bAS^.... \.ook ^ ^oo _..^. \. 00l,asL&S*J3C-0^^^2-^- "^ \."2>Ge» r£:^^\<-£-^-0\^\ ;*'•tfAPPENDIX BTraffic Model 1nnrr,[]n11n[IIIII!1!IiIji2s»^--\0>£\^d:t^?^|^0^^ ^1^<-»,\^\^CM 0 MiCM 0 •<-IiIssi^J\^l\tESSIS3CM in M| t- T-^ ^\1^<->^s\^\t^S S-IS S2CM IT- MsIn a> -r-1^- Mi \^*-\CM t-\^ ^\1^^S3*-\\->-^\?^1\T^•"?%\-sl8ss^•M^s'ss\K?ft|sgS^ ^\1^<-»,5z\-^^s s s00 CM;M^i^ nnnrnnnI!IIIIuL-jjjIIEIIUja:tM (0 ^(^ 0 -^/ ^\1^<-^\^l\t^CM 0 <N|C^ F-- <-t0•»J'*1\^l\t^?slss.s^•>-^-^•I\/Iisi•»- cn •<fi CM CM inx'^\|^<-^I\-*^^n\t^^c°§Is?ss.^t£.^g,c ^|»/<^*<, ^ ^^^-\\-^^ms3|M^10 N?g\SSIsM^^S-9s^sI^i^lsgs^ ^1^<-^£\-^^»sssiIN ® —IM^^^ 1nnrI.nII[If]LIJ[I[1;JJJjj!!.^1-t0 ^0slliiIllIisCM <- ^1-^ 0 -^ ^\1*^<-^\^l\t^(N 0 <M|CS( ^ ^5^-v«-^?1\/1sIcnss^^^IMg£|5SCMJT- If)CM CD CM I^ i\|»^<-\1^I\^|M^?sl5?S51s£?§|?SS^ ^\1«'^\?=CMS|?g^ ^\1^<-IIs s)^^Sss|s^s?^ ^1«'<-*.gI\-^^?'?slM^co n59N«-^S3|!-*^3'Ss\t^s'g\-^^\gss|\t^10ss? 1nrfinf111n[]1111IIuLIuuLJ!ii3slis"HICL S. U-ecs.1c.R^I-0^^ ^^^\^\\^CM 0 MlCM CM T-•e^ sist^l^^Mss|sss.R»'<-\-s\/§I^sQs•3i- io|co CN <o/1\1*/<-><,I\^M^d a? <M| ^ a cofflg'1$-sssl? scoin§1S ^ S|, i2§ci -^ t|o3 in Si^ ^\1^--»,5tD 0)/ ^^IIIs I ?^s^ls-\^ ^\\^^\5I\-*^ssslM/•D;g\-3S|s"^1^M^\-*^s §s?|co r*- CM IM^^? nnnf!nli[1F][I[1J.1JJJ\-s1ii!i2 IItII^«'--\/\Sg5Sgia:^sQI"'sg2sr^0 10^\\1^t.\^\^/•<r o ua\^s3Img ^•§3\^|M§l|?gCM cn cssa?X' ^|^<-»,I\^\\^gg-|ss ssIs-gl^s^ ^\lt^<-*.£^slCM i-[^ l^tj^--s?£!Iss»-^£3•? S SlSS 3s.5^^1^<-^ Iz\->^<sss\t^SE5S\-sl-^8?sGOM-^?'"sCN (0\^\\^/iplGR:s]^ss nnnnn[I11[In[j[1I!L^.^JjJ!_ilil'? iItIIB:<usr^ co oi/^:soS>r^\\^\\^r^ o CM|IO o?sS|r:-l1^1\^\\r sgs»'<-\-^1\^5SiIII^i01COisni \^*-\\^|M^£:g~|5?'?3M M I CM COIsI•^ 0§S3|SSI^ ^\1^<->^?i•(' ^^ms^s ss\\t^lsl^^ ^\1»<'<-*(,^I\--^1?3M/'^SK\-9S|\t^s^s?:s<*\-^^03 0 <01IIs!M^SS5 APPENDIX CLOS CalculationsgaK-E^^^®%^-^^:'S]%^I"^^^^^^;^S^ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I Northbound | SouthboundI LTNo. Lanes ILGConfig |Volume I 5Lane Width |RTOR Vol |0R0LT1LTR11 3515.00R0I 1 1I L TR1191 9 5112.0 12.00I L^IITRLTR0III16II11 I 020LT R | LTR203 289 1152 349 10 ]12.0 12.0 I 12.0 I01 01Duration0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedAAAAAA30. 03.01.0Area Type: All other areasSignal Operations234NB5AA678Appr/LaneGrpLaneGroupCapacityLeftThruRight APedsSB Left AThru ARight APedsEB RightWB Right52.03.01.0Cycle Length: 90.0Intersection Performance SummaryRatiosAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundLTR 622WestboundLTR4565531867136916580.110.460.120.330.330.3320.824.420.9ccc20.823.6seescNorthboundLT 1028R 933SouthboundLTR15131779161526190.290.420.470.580.580.589.810.911.2ABB10.511.2BBIntersection Delay = 13.3 (sec/veh) Intersection LOSBLI HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7th!SIGNALIZED INTERSECTION SUMMARYI Eastbound I Westbound [ Northbound|L T R|L T R|L T RSouthbound |L T R INo. Lanes |. LGConfig |Volume I 5Lane Width |RTOR Vol |01 0LTR12 3015.001110I L TR360 12 20812.0 12.000I7111020LT R | LTR479 167 182 357 8 |12.0 12.0 I 12.0 I01 0|IIDuration0.25Phase Combination 1Area Type: All other areasSignal Operations324EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedAAAAAA30.03.01.05AA678Appr/LaneGrpLaneGroupCapacityI NB LeftI ThruI Right AI PedsI SB Left AI Thru AI Right AI PedsI EB RightI WB Right52.03.01.0Cycle Length: 90.0Intersection Performance SummaryRatiosAdj SatFlow Rate(s) v/c g/CLane Group ApproachDelay LOS Delay LOSEastboundLTR 619WestboundLTR4565441856 0.11 0.331369 0.92 0.331631 0.47 0.3320.852.524.4cDc20.841.8cDseesNorthboundLT 1090R 933SouthboundLTR14651887161525360.520.210.390.580.580.5812.09.210.5BAB11.310.5BBIntersection Delay = 21.3 (sec/veh) Intersection LOScJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thI EastboundSIGNALIZED INTERSECTION SUMMARYI Westbound I NorthboundLTNo. LanesLGConfigVolumeLane Width |RTOR Vol |DurationI00R0LTRLTI10I1L TR1112 2 64I 12.0 12.0I 0I 1 2I L T145 58115.0 12.0R0I SouthboundI L T R1^00IIII2TR620 6312.00IIII0.25Phase Combination 1EB LeftThruRightPedsLeftThruRightPedsRightArea Type: All other areasSignal Operations2 3 41I NB5AA678WBAAARightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityLeftThruI RightI PedsSB LeftI Thru AI Right A! PedsI EB RightI WB Right20.0 60.03.0 3.01.0 1.0Cycle Length: 88.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundWestboundL 410TR 369180516240.390.250.230.2329.428.3cc29.0cINorthboundL 448T 2467SouthboundTR 2432657361835670.420.300.34Intersection Delay =8.80.680.686.85.7AA5.9A0.68 5.9 A 5.9 A(sec/veh) Intersection LOS = A.^J HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYEastboundL T RNo. Lanes ILGConfigVolume ILane Width |RTOR Vol |000I WestboundI L T R1110I L TR|126 1 81[12.0 12.00NorthboundL T RI12L T1419 776I 15.0 12.000I Southbound |I L T R II ___ I2 0TR I708 152 |12.0 I0Duration0.25Phase Combination 1EB LeftThruRightPedsWB Left AThru ARight APedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityArea Type: All other areasSignal Operations2 3 4|[ NB LeftThruI RightI PedsSB LeftI ThruI RightPedsI EB RightI WB Right5AA20.03. 01.015.03.00.06AAAA44.03.01.078ICycle Length: 90.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Groupv/cg/cDelay LOSApproachDelay LOSEastboundWestboundL 401TR 360180516180.350.260.220.2230.129.2cc29.8cNorthboundL 530T 2492198636180.900.350.690.6934. 05.8cA15.7BSouthbound. TR 172235220.560.4916.6B16.6BIntersection Delay = 17.3 (sec/veh) Intersection LOSB/J HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: AbelinDate:Traffic3/14/2006ServicesPeriod: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI Eastbound[ L T RWestboundL T RNorthboundL T RII SouthboundI L T RINo. LanesLGConfigVolume 1125Lane Width ]RTOR Vol |0211LT R5200000015.0 15.00III2TRI 607 80I 12. 0I 0I 1 2L T139 618115.0 12.00.1IIDurationPhase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRight0.25 Area Type: All other areasSignal Operations2 3 4|A I NB LeftA I ThruA I RightI PedsI SB LeftThruI RightI PedsEB RightI WB Right5AAAA678GreenYellowAll Red30. 03.01.0Appr/LaneGrp52.03.01.0Cycle Length: 90.0Intersection Performance SummaryLane Adj Sat Ratios Lane Group ApproachGroup Flow Rate(s)seesCapacityv/cg/cDelay LOS Delay LOSEastboundLT 664R 1048Westbound199131440.270.710.330.3322.228.427.2ccNorthboundTR 2053SouthboundL 332T 2090355457436180.42 0.580. 140.340.580.5810.78.910.1BAB10.7Bj10.0+ BIntersection Delay = 16.5 (sec/veh) Intersection LOSBtJ r-1HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI LIEastboundTRWestboundL T RNorthboundL T RI SouthboundL T RNo. LanesLGConfigVolumeLane WidthRTOR Vol0I1821 2LT R1 34015.0 15.0000002 0TR1144 14212.001 2L T46 74115.0 12.00IIIIIIIIDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundLT 664R 1048WestboundArea Type: All other areasSignal Operations2 3 4|NB5678A I NB LeftA I Thru AA I Right AI PedsI SB Left AI Thru AI RightI PedsI EB RightI WB Right30.0 52.03.0 3.01.0 1.0Cycle Length: 90.0Intersection Performance SummaryRatios Lane Group ApproachseesAdj SatFlow Rate(s)v/cg/cLane GroupDelay LOSDelay LOS199231440. 140.360.330.3321.122.922.6ccNorthboundTR 205635580.700.5814.4B14. 4BSouthboundL 125 217 0.39 0.58 12.4T 2090 3618 0.38 0.58 10.4Intersection Delay = 14.6 (sec/veh)JJBB 10.5 BIntersection LOSB HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYNo. LanesLGConfigVolumeLane WidthRTOR VolIEastboundL T R1111I L T R1246 152 118I 15.0 12.0 12.0I 0IIWestboundL T RI Northbound | SouthboundL101I L TR157 112 71115.0 15.0I 0TRLTRIIIJ|121|121|I L T R | L T R |153 395 36 |276 826 155 |115.0 12.0 12.0 115.0 12.0 12.0 |I 01 0|Duration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityAAArea Type: All other areasSignal Operations4NB10. 03.00.02AAAAAA25.03.01.03SBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA11.03.00.06AAAAAA30.03.01.078Cycle Length: 90.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundL 501T 528R 449WestboundL 536TR 547198619001615198619680.560.330.300.120.390.420.280.280.420.2819.526.226.015.926.8BcBc23.024.2ccNorthboundL 336T 1206R 538SouthboundL 528T 1206R 5381986361816151986361816150.170.360.070.650.860.360.490.330.330.490.330.3316.322.920.617.734.223.1BccBcc22.029.2cIntersection Delay = 26.2 (sec/veh) Intersection LOScJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2005N/S St: North 7thNo. LanesLGConfigVolumeSIGNALIZED INTERSECTION SUMMARYEastboundTI L1^I 1I L1232RWestboundT1T1931R124I L1^I 1I LI 112R1 0TR266 145Lane Width |15.0 12.0 12.0 [15.0 15.0RTOR VolI00NorthboundI LITRI 1I LI 17812T R904 105SouthboundLT1L1782T608I00IR I.11 IR I274 |115.0 12.0 12.0 115.0 12.0 12.0 |IDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedArea Type: All other areasSignal Operations2Appr/LaneGrpLaneGroupCapacityAA10.03.00.0AAAAAA30.03.01.034 IIIINBI SBIIII EBI WBLeftThruRightPedsLeftThruRightPedsRightRight5AA8.03.00.06AAAAAA28.03.01.078Cycle Length: 90.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/CDelay LOS Delay LOSEastboundL 321T 633R 538WestboundL 570TR 660198619001615198619790.850.360.270.250.780.480.330.330.480.3337.723.122.313.932.9DccBc29.128.8ccNorthboundL 325 1986 0.64 0.43 22.1 CT 1126 3618 0.94 0.31 45.7 D 40.2 D' R 502 1615 0.25 0.31 23.4 CSouthboundL 270 1986 0.73 0.43 30.9 C,T 1126 3618 0.59 0.31 27.0 C 28.0 CR 502 1615 0.60 0.31 28.2 CIntersection Delay = 32.7 (sec/veh) Intersection LOScJ HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Red Wing & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Red Wind SouthNorth/South Street: North 7th AveIntersection Orientation: NSMajor Street:Study period (hrs): 0.25Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R | LTRVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?10.7510Undivided1210.751616190.7285910.721/1L1No1No0TRMinor Street:ApproachMovementWestbound789L T REastboundI 10 11 12I L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Flared Approach: Exists?/StorageLanesConfiguration0/10.9010010.90100LRNo/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4 I 7 8 9 | 10 11L12IILRv (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS17900.000.009.6A23040.010.0216.9c16.9c HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYRLAAbelin Traffic Services3/14/2006PM Peak HourRed Wing & N 7thAnalyst:Agency/Co.:Date Performed:Analysis Time Period:Intersection:Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Red Wind SouthNorth/South Street: North 7th AveIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?10.8510Undivided6310.85742230 10.76 0.76302 1/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9RI10LEastbound11T12RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Flared Approach: Exists?/StorageLanesConfiguration0/10.9010010.90100LRNo/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4 ] 7 8 9 | 10 11L12ILRv (vph) 1' C(m) (vph) 1269v/c 0.0095% queue length 0.00, Control Delay 7.8LOS AApproach DelayApproach LOS23800.010.0214.5B14.5B nHCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWMajor Street:Study period (hrs): 0.25Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 | 4 5L T R I L T6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?20.7220Undivided6200.7286110.72110.7310118 20.73 0.73161 2/0 1LTRNo00 1LTRNo0Minor Street:ApproachMovement7LNorthbound8 9T RSouthbound10 11 12L T RVolume 101Peak Hour Factor, PHF 0.90 0.90 0.90Hourly Flow Rate, HFR 101Percent Heavy Vehicles 000Percent Grade (%) 0Flared Approach: Exists?/Storage NoLanes 010Configuration LTR/20.9020000.900001LTR20.9020No/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceEB WB Northbound Southbound1 4 I 7 8 9 110 11 12LTR LTR | LTRv (vph) 2'C(m) (vph) 1428v/c 0.0095% queue length 0.00Control Delay 7.5LOS AApproach DelayApproach LOS17890.000.009.6A22660. 010.0218.6c18.6LTR43440.010.0415.6c15.6c 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWMajor Street:Study period (hrs): 0.25Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 1 4 5L T R I L T6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?20.7620Undivided2270.7629810.76110.8510632 20.85 0.85743 2/0 1LTRNo00 1LTRNo0Minor Street:ApproachMovementNorthbound789L T RSouthboundI 10 11 12I L T RVolume 101Peak Hour Factor, PHF 0.90 0.90 0.90Hourly Flow Rate, HFR 101Percent Heavy Vehicles 000Percent Grade (%) 0Flared Approach: Exists?/Storage NoLanes 010Configuration LTR20.9020/000.900001LTR20.9020No0/Delay, Queue Length, and Level of ServiceApproachMovementLane ConfigEB1LTRWB4LTR7Northbound8 9LTR10Southbound11 12LTRv (vph) 2 1C(m) (vph) 872 1274v/c 0.00 0.0095% queue length 0.01 0.00Control Delay 9.1 7.8LOS A AApproach DelayApproach LOS23220.010.0216.2c16.2c42760.010.0418.2c18.2cJ 1nHCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSStudy period (hrs:0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?1170.861360Undivided1850.86215100. 861110. 91102520.912761060.91116/110L TRNo110L TRNoMinor Street:ApproachMovementWestbound789L T R10LEastbound11T12RVolume 2Peak Hour Factor, PHF 0.60Hourly Flow Rate, HFR 3Percent Heavy Vehicles 0Percent Grade (%)Flared Approach: ExistsP/StorageLanes 0Configuration50.608001LTR20.6030No1190.791500/00120.79150012120.792680/1LTRApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11L L | LTR I LT12Rv (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS13611780.120.398.5A113540.000.007.7A142580.050.1719. 8c19.8c1652580.643.9740.8E2687120.381.7613.1B.,--^'23.6c^. IY•'^ 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2005Project ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSMajor Street:Study period (hrs): 0.25Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 1 4 5 6L T R | L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?270 2200.81 0.81333 2710Undivided50. 81620.94202240.942381580. 94168/1L1No0TRMinor Street:ApproachMovementWestbound789L T R110L TRNoEastbound10 11 12L T RVolume 4 9Peak Hour Factor, PHF 0.60 0.60Hourly Flow Rate, HFR 6 14Percent Heavy Vehicles 0 0Percent Grade (%) 0Flared Approach: Exists?/StorageLanes 0 1Configuration LTR10.6010No1280.871470/0080.8790012070.872370/1LTRApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4 I 7 8 9 | 10 11L L | LTR | LT12Rv (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS33311640.291.199.3A212980.000.007.8A21980.210.7651.5F51.5F1561031.5111.65348.7F2377240.331.4312.4B't-.l--A.-1.}»145.9F^I HCS+: Signalized Intersections Release 5.2rAnalyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2005N/S St: Spring Hill RoadSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RII WestboundNorthboundI LITRNo. LanesLGConfigVolumeLane WidthRTOR VolDuration1I L[ 1201T441001II12.0 12.01T R86 3212.0 12.00I L.!-„IIIITRI Southbound |I L T R II000I 1I L1179112.0I0 1 1R67 |12.0 I00.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightppppNBSBGreenYellowAll Red567ppAppr/LaneGrpLaneGroupCapacityArea Type: All other areasSignal Operations234NB LeftThruRightPedsSB LeftThruRightPedsEB RightWB Right50.0 15.04.0 3.01.0 1.0Cycle Length:Intersection Performance SummaryAdj Sat RatiosFlow Rate(s)874.0seesLane Group Approachv/cg/cDelay LOS Delay LOSEastboundL 891T 1284131919000.160.400.680.684.76.3AA5.9AWestboundT 1284R 1091Northbound190016150.080.030.680.684.24.0AA4.2A<SouthboundL 366JR18050.60327 1615 0.25Intersection Delay = 12.90.20 33.7 C31.8 C0.20 26.6 C(sec/veh) Intersection LOSB HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2005N/S St: Spring Hill RoadSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RWestboundTI NorthboundLRLTRNo. LanesLGConfigVolumeLane WidthRTOR VolI11[ L T63 16212.0 12.000I1 1T R461 17112.0 12. 00IIII000Southbound |L T R II1011L R |65 210 112.0 12.0 I0 IDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundL 549T 1284pppp50.04.01.0Area Type: All other areasSignal Operations234I NB5678LeftI ThruI RightI PedsI SB Left PI ThruI Right PI PedsI EB RightWB Right15.03.01.0Cycle Length: 74.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/c81319000.120.13g/C0. 680.68Delay LOS Delay LOS4.74.5AA4.5AWestboundT 1284R 1091Northbound190016150. 400.180. 680.686.34.8AA5.9ASouthboundL 366 1805 0.19 0.20 25.7 C35.9 DR 327 1615 0.70 0.20 39.1 DIntersection Delay = 12.8 (sec/veh) Intersection LOSBiJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thfNo. Lanes |LGConfig |Volume ILane Width |RTOR Vol |SIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I NorthboundL T R|L T R|L T R. I ___ I __01011101011LTR I L TR I LT R6 13 42 1229 11 61 |19 244 347I SouthboundI L T R.1.II018215.00112.0 12.0 II 0 I12.0 12.0 |0 I2 0LTR419 1212.00IIDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAAAAAA30.03.01.0Area Type: All other areasSignal Operations2 3 41NB67LeftAAAppr/LaneGrpLaneGroupCapacity5AThru ARight APedsLeftThruRight APedsRightRight52.03.01.0Cycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosFlow Ratev/c8I SBEBWBseesLane Group Approach(s)g/cDelay LOS Delay LOSEastboundLTR 621WestboundLTR4555531862136616580.130.560.140.330.330.3321.026.121.1ccc21.024. 9ccNorthboundLT 1009R 933Southbound. LTRJ14501746161525090.360.510.59Intersection Delay = 14.40.580.5810.311.8BB11.2B0.58 12.8 B 12.8 B(sec/veh) Intersection LOSBJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RIWestboundL T RNorthboundL T RI Southbound[ L T RINo. Lanes | 0 1 0LGConfig | LTRVolume 16 14 36Lane Width | 15.0RTOR Vol0110L TR432 14 25012.0 12.0001I1LT R8 575 200 19812.0 12.0 10 I02 0LTR428 1012. 00Duration0.25Area Type: All other areasSignal OperationsPhase Combination 1234 I67EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedAAAAAA30.03.01.0I NB LeftISBAAIAppr/LaneGrpLaneGroupCapacity5AThru ARight APedsLeftThruRight APedsI EB RightI WB Right52. 03.01.0Cycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosFlow Rateg/C8.1IIIsees(s)v/cLane Group ApproachDelay LOS Delay LOSEastboundLTR 614• WestboundLTR4565431841136716300.131.100.570.330.330.3321.0102.426.0cF21.073.4cEINorthboundLT 1089R 933SouthboundLTRJ13061885161522600.630.250.530.580.580.5813.89.511.9BAB12.711.9BBIntersection Delay =32.4 (sec/veh) Intersection LOScJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYIEastboundL T RWestboundL T RI NorthboundI L T RII SouthboundI L T RINo. LanesLGConfigVolumeLane WidthRTOR VolDuration00010II1I L TR1134 2 77112.0 12.0I 012I L T[174 697115.0 12.00IIII002TR744 7612.00I^1IIIII0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsRightArea Type: All other areasSignal Operations2 3 41I NB5AA678AAAI SBRightNBSBGreenYellowAll RedAppr/LaneGrpIIIAALaneGroupCapacityLeftThruRightPedsLeftThruRightPedsRightRight60.03.01.0Cycle Length: 88.0Intersection Performance SummaryAdj SatFlow Rate(s)EBWB20.03.01.0seesRatiosLane Group Approachv/cg/CDelay LOS Delay LOSEastboundWestboundL 410TR 369180516230.470.310.230.2330.228.7cc29.7cNorthboundL 363 533 0.61 0.68 10.8 BT 2467 3618 0.36 0.68 6.0 A7.0ASouthbound, TR 243235670.41Intersection Delay = 9.50. 68 6.3 A 6.3 A(sec/veh) Intersection LOS = AJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI Eastbound I Westbound I Northbound|L T R|L T R|L T RSouthboundL T RNo. Lanes |LGConfig |Volume ILane Width |RTOR Vol |0000I 1 1I L TR1151 1 97112.0 12.00I 1 2I L T1503 931I 15.0 12.0000II2TR850 182 |12.0 I0IPhase CombinationEB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll Red12Duration 0.25 Area Type: All other areasSignal Operations3 4NB LeftThruRightPedsSB LeftThruRightPedsEB RightWB RightAAA5AA20.03.01.020.03.00.06AAAA40.03.01.078Appr/LaneGrpLaneGroupCapacityCycle Length: 91.0Intersection Performance SummaryAdj Sat RatiosFlow Rate(s) v/c g/CseesLane Group ApproachDelay LOS Delay LOSEastboundWestboundL 397TR 356180516180.430.310.220.2231.330.2c30.9cNorthboundL 531T 2505198636181.080.420.690.6988.66.2FA35.1DSouthbound' TR 1548J35220.750.4423.4c23.4cIntersection Delay = 30.3 (sec/veh) Intersection LOSc HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RNo. LanesLGConfigVolumeLane WidthRTOR VolII1150II011 2LT R624IIIIWestboundL T RI NorthboundI L T RI SouthboundI L T R00015.0 15.00IIIII002TR728 9612 .00I 1 2I L T147 742I 15.0 12.00IIDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightArea Type: All other areasSignal Operations2 3 4|] NB5678NBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityA ] NB LeftA I Thru AA I Right AI PedsI SB Left AI Thru AI RightI PedsI EB RightWB Right30.0 52.03.0 3.01.0 1.0Cycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosFlow Rate(s) v/c g/CseesLane Group ApproachDelay LOS Delay LOS>EastboundLT 664R 1048j Westbound199131440.320.850.330.3322.734.732.4ccNorthboundTR 2053SouthboundL 257T 2090IJ355444536180.500.210.410.580.580.5811.59.610.7BAB11.5B10.6 BIntersection Delay = 18.8 (sec/veh) Intersection LOSB HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYEastboundL T RIIWestboundL T RNorthboundL T RSouthboundL T RI.INo. LanesLGConfig |Volume |98Lane Width |RTOR Vol021LT R1 408 115.0 15.0 10I00002 0TR1373 17012.001 2I L T[55 889115.0 12.00Duration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundLT 664R 1048WestboundAAAArea Type: All other areasSignal Operations3 4 |[ NB2IIII SBIIEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AAAA67830. 03.01.052.03.01.0Cycle Length:Intersection Performance SummaryRatios90.0seesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOS199131440.170.430.330.3321.323.7c23.2cNorthboundTR 2056tSouthboundL 93, T 2090355816136180.830.630.450.580.580.58Intersection Delay = 17.3 (sec/veh)18.6 B 18.6 BcB 11.9 BIntersection LOS = B26.011.0.1J HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thrFNo. LanesLGConfigVolumeLane WidthRTOR VolIIISIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I NorthboundL T R|L T R|L T R1III SouthboundI L T R1 1I L T R1295 182 14215.0 12.0 12.00101I L TR168 134 8515.0 15.0I 0.!-_I L16412T4741R43I 1I L3312 1T R991 186I15.0 12.0 12.0 115.0 12.0 12.000Duration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpAAArea Type: All other areasSignal Operations3 4 |NB10.03.00.02AAAAAA25.03.01.0ISBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA11.03.00.06AAAAAA30.03.01.078LaneGroupCapacityCycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosFlow Rate(s) v/c g/CseesLane Group ApproachDelay LOS Delay LOSEastboundL 462T 528R 449WestboundL 504TR 547198619001615198619680.730.400.360.160.470.420.280.280.420.2829.026.926.616.227.6ccBc27.824. 9ccNorthboundL 336T 1206R 538SouthboundL 484T 1206R 5381986361816151986361816150.210.430.090.861.030.430.490.330.330.490.330.3317.323.620.738.963.123.9BccDEc22.753.0cDIntersection Delay = 39.9 (sec/veh) Intersection LOSDJJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: North 7thNo. LanesLGConfigVolumeLane WidthRTOR VolIISIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I NorthboundL T R|L T R|L T RJ.11111011ISouthboundL T RI 1I L278T2321R149I 1I L11341 0TR319 174I L2142 1T R1085 1261I LI 2142T730I1R32915.0 12.0 12.0 115.0 15.00 I115.0 12.0 12.0 115.0 12.0 12.0 1000Duration0.25Phase Combination 1Area Type: All other areasSignal OperationsEBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityAA10.03.00.02AAAAAA30.03.01.034NBSBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA8.03.00.06AAAAAA28.03.01.078Cycle Length: 90.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundL 314T 633R 538WestboundL 527TR 660198619001615198619801.040.430.330.320.930. 480.330.330.480.3382.123.822.814.549.4FccBD48.242.0DDINorthboundL 275T 1126R 502SouthboundL 270T 1126R 5021986361816151986361816150.921.130.290.870.710.720. 430.310.310.430.310.3152.7 D102.4 F23.8 C45. 929.632.6Dc88.033.1FcIntersection Delay = 57.0 (sec/veh) Intersection LOSEJj Analyst:Agency/Co.:Date Performed:HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYRLAAbelin Traffic Services3/14/2006Analysis Time Period: AM Peak HourIntersection: Red Wing & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Red Wind SouthNorth/South Street: North 7th AveIntersection Orientation: NSStudy period (hrs): 0.25' Major Street:rVehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?10.7510Undivided1450.751937430.72103110.721/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9REastbound10 11 12I L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%) 0Flared Approach: Exists?/StorageLanesConfiguration/10.9010010. 90100LRNo/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11L I I LR12v (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS16810.000.0010.3B22340.010.0320.5c20.5c HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Red Wing & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Red Wind SouthNorth/South Street: North 7th AveIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 1 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?10.8510Undivided7570. 85890276 10.76 0.76363 1/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9REastboundI 10 11 12I L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%) 0Flared Approach: Exists?/StorageLanesConfiguration/10.9010010.90100LRNo/0ApproachMovementLane ConfigDelay,NB1LQueue Length, and Level of ServiceSB Westbound4|7 8 9 | 10v (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS112060.000.008.0AEastbound11 12LR22990.010.0217.1c17.1c 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 | 4 5L T R I L T6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?20.7220Undivided7440.72103310.72110.7310142 20.73 0.73194 2/0 1LTRNo00 1LTRNo0Minor Street:ApproachMovement7LNorthbound8 9T RSouthboundI 10 11 12I L T R10.9010VolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Flared Approach: Exists?/StorageLanes 0Configuration00.900001LTR10. 9010No/020.9020000.900001LTR20.9020No/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceEB WB Northbound Southbound1 4 I 7 8 9 | 10 11 12LTR LTR | LTR | LTRv (vph) 2C(m) (vph) 1389v/c 0.0095% queue length 0.00Control Delay 7.6LOS AApproach DelayApproach LOS16800.000.0010.3B21990.010.0323.3c23.3cA^ -SA.^ ..42610.020.0519.0c19.0c 1^•-T,Analyst:Agency/Co.:Date Performed:HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYRLAAbelin Traffic Services3/14/2006Analysis Time Period: PM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 1 4 5L T R I L T6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?20.7620Undivided2720.7635710.76110. 8510758 20.85 0.85891 2/0 1LTRNo00 1LTRNo0Minor Street:ApproachMovementNorthbound789L T RSouthboundI 10 11 12I L T RVolume 101Peak Hour Factor, PHF 0.90 0.90 0.90Hourly Flow Rate, HFR 101Percent Heavy Vehicles 000Percent Grade (%) 0Flared Approach: Exists?/Storage NoLanes 010Configuration LTR/20.9020000.900001LTR20. 9020No/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceEB WB Northbound Southbound1 4 I 7 8 9 | 10 11 12v (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOSLTR27680.000.019.7ALTRLTRIILTR112120.000.008.0A22440.010.0219. 9c19.9c/\-^Zt.-5 u<^42080.020.0622.6c22.6c HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?140 2220.86 0.86162 2580Undivided110L TRNo120.861310.91103020.913311270.91139/1L1No0TRMinor Street:ApproachMovement7LWestbound8T9REastbound10 11 12L T RVolume 2Peak Hour Factor, PHF 0.60Hourly Flow Rate, HFR 3Percent Heavy Vehicles 0Percent Grade (%)Flared Approach: Exists?/StorageLanes 0Configuration60.609001LTR20.6030No/01430.7918100140.79170012540.7932101LTR/ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11L L | LTR | LT12Rv (vph) 162C(m) (vph) 1102v/c 0.1595% queue length 0.51Control Delay 8.8LOS AApproach DelayApproach LOS113040.000.007.8A151830.080.2626.4D26.4D1981931.038.94122.5F3216540. 492.7115.7c56.4F 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 Without DevelopmentProject ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 I 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?324 2640.81 0.81399 3250Undivided60.81720.94202690.942861900.94202/11 0L TRNo110L TRNoMinor Street:ApproachMovement7LWestbound8TEastbound9 [ 10 11 12R I L T RVolume 5Peak Hour Factor, PHF 0.60Hourly Flow Rate, HFR 8Percent Heavy Vehicles 0Percent Grade (%)Flared Approach: Exists?/StorageLanes 0Configuration110.6018001LTR10.6010No1540.871770/00100. 87110012480.872850/1LTRApproachMovementLane ConfigDelay,NB1LQueue Length, and Level of ServiceSB Westbound4|7 8 9 | 10L | LTR I LTEastbound1112Rv (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS39910860.371.7110.2B212390.000.007.9A27540.501.91125.5F125.5F188563.3620.021215F2856650.432.1514.4B(ft^ 5-':4^ ^491.5F-i<. HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin TrafficDate: 3/14/2006Period: AM Peak HourProject ID: MandevilleE/W St: Frontage RoadServicesDevelopmentInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: Spring Hill RoadSIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I NorthboundL T R[L T R|L T RNo. Lanes | 1 1LGConfig | L TVolume 1144 529Lane Width |12.0 12.0RTOR Vol |00I1 1T R103 3812.0 12.00I0000I SouthboundI L T R.1—___I 1I L1215112.0II1R8012. 00Duration 0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll Redpppp50.04.01.0Area Type: All other areasSignal Operations3 4 1I NB25678Appr/LaneGrpLaneGroupCapacityLeftI ThruRightI PedsSB Left PI ThruI Right PI PedsI EB RightI WB Right15.03.01.0Cycle Length: 74.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundL 876T 1284129619000.190. 480.680.685.07.0AA6.6AWestboundT 1284R 1091Northbound190016150.090.040.680.684.34.1AA4.2A^JSouthboundL 366R1805327 1615Intersection DelayJ0.72 0.20 38.9 D35.8 D0.30 0.20 27.4 C14.4 (sec/veh) Intersection LOSBj ^-tHCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin TrafficDate: 3/14/2006Period: PM Peak HourProject ID: MandevilleE/W St: Frontage RoadServicesDevelopmentInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2015 Without DevelopmentN/S St: Spring Hill RoadSIGNALIZED INTERSECTION SUMMARYIIEastboundL T RWestboundL T RNorthboundL T RSouthbound |L T R INo. Lanes | 1 1LGConfig | L TVolume 176 194Lane Width |12.0 12.0RTOR Vol |00I1 1T R553 20512.0 12.000001L7812.001R25212.00Duration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightArea Type: All other areasSignal Operations2 3 4|NB5678GreenYellowAll Redpp50.04.01.0IppAppr/LaneGrpLaneGroupCapacityP [ NB LeftP I ThruI RightI PedsLeftThruRightPedsRightRight15.03.01.0Cycle Length: 74.0Intersection Performance SummaryAdj SatFlow Rate(s)SBEBWBseesRatiosLane Group Approachv/cg/cDelay LOS Delay LOSEastboundL 467T 128469119000.170.160.680.685.24.6AA4.8AWestboundT 1284R 1091Northbound190016150.480.210.680.687.15.0AA6.5A._!SouthboundL 366R18050.23327 1615 0.84Intersection Delay = 15.3J0.20 26.2 C44.5 D0.20 50.2 D(sec/veh) Intersection LOSBJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI Eastbound I Westbound I Northbound|L T R|L T R|L T RI I ISouthboundI L T RNo. LanesLGConfigVolumeLane WidthRTOR VolI 0I1161 0LTR37 10415.00101I L TR1229 127 105112.0 12.0I 0I011I LT R1321 439 34712.0 12.0I 000 2DefL TR191 459 5812.0 12.0 I0 I.1IIIDuration0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedAAAAAA30.03.01.0Area Type: All other areasSignal Operations3 4NB LeftThru2SBEB5AARight APedsLeftThruRightPedsRight678AAAAppr/LaneGrpLaneGroupCapacityWB Right52.03.01.0Cycle Length: 90.0Intersection Performance SummaryRatiosAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOSEastboundLTR 608WestboundLTR3485901823104517710.340.730.440.330.330.3322.934.023.9ccc22.928.9ccseesNorthboundLT 552 955 1.89 0.58 424.5 FR 933 1615 0.51 0.58 11.8 BSouthboundDefL 84 146 3.15 0.58 1019 F, TR 1079 1868 0.67 0.58 14.6 B295.2FIntersection Delay = 232.2 (sec/veh)285.4 FIntersection LOSFJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thSIGNALIZED INTERSECTION SUMMARY] Eastbound I Westbound I Northbound|L T R|L T R|L T RINo. LanesLGConfigVolumeLane WidthRTOR VolII14201 0LTR105 27115.000I 1 1I L TR[432 68 270112.0 12.0I 0I011I LT R1146 664 200I 12.0 12.00Southbound |L T R IJ0201DefL TR I133 580 3112.0 12.0 I0 IDuration0.25Phase Coiabination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightArea Type: All other areasSignal Operations2 3 4|NB5AAA678GreenYellowAll RedAppr/LaneGrpLaneGroupCapacityA I NB LeftA I ThruA I RightPedsA I SB Left AA I Thru AA I Right AI PedsI EB RightI WB Right30.0 52.03.0 3.01.0 1.0Cycle Length: 90.0Intersection Performance SummaryAdj SatseesFlow Rate(s)Ratiosv/cLane Group Approachg/cDelay LOS Delay LOSEastboundLTR 410WestboundLTR148557123144416721. 463.390.710.330.330.33248.4112330.2FFc248.4643.3FFNorthboundLT 706 1222 1.35 0.58 185.7 FR 933 1615 0.25 0.58 9.5 ASouthboundDefL 88 152 1.94 0.58 482.1 FTR 1089 1885 0.72 0.58 16.1 B150.9FIntersection Delay = 274.7 (sec/veh)99.5 FIntersection LOSFJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RI Westbound[ L T RIINorthboundL T RNo. LanesLGConfigVolumeLane WidthRTOR Vol000|110I L TR1134 2 151I 12.0 12. 0I 0I SouthboundI L T R1^12I L T1174 112015.0 12.0000III2TR830 9112. 00IIDuration0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsRightArea Type: All other areasSignal Operations2 3 41I NBAAAIIII SBI5AA678AARightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityLeftThruRightPedsLeftThruRightPedsRightRight60.03.01.0Cycle Length: 88.0Intersection Performance SummaryAdj SatFlow Rate(s)IEBWB20. 03.01.0RatiosLane Group Approachv/cg/CDelay LOS Delay LOSseesEastboundWestboundL 410TR 368180516190.470. 600.230.2330.233.0cr^31.7cNorthboundL 310T 246745436180.720.580.680.6816.67.7BA8.9ASouthbound.i TR 243035640.46!Intersection Delay = 11.10.68 6.6 A 6.6 A(sec/veh) Intersection LOSB HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 North RampsInter.: 1-90 North & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYINo. Lanes |LGConfig |VolumeLane Width |RTOR Vol |EastboundL T RI WestboundI NorthboundI LTR000I 1I LI 15101TR1 131I L.1.II L1503T12T1124R0I Southbound |I L T R I!____,_______I0201TR II112.0 12.0I 0115.0 12.0IIIII1178 240 |12.0 I0 IDuration0.25Phase Combination 1EB LeftThruRightPedsWB Left AThru ARight APedsRightArea Type: All other areasSignal Operations2 3 41I NBRightNBSBGreenYellowAll RedIIIIISBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA6AAAA78Appr/LaneGrpLaneGroupCapacity15. 0 25.040.03.0 3.03.01.0 0.01.0Cycle Length: 91.0Intersection Performance SummaryAdj Sat Ratios Lane GroupFlow Rate(s) v/c g/C Delay LOSseesApproachDelay LOSEastboundWestboundL 298TR 267180516170.570.550.160.1637.637.5DD37.6DNorthboundL 638T 2704JSouthbound, TR 15501986361835260.900.471.03IJIntersection Delay = 34.70.750.7541.24.6DA15.9B0.44 55.9 E 55.9 E(sec/veh) Intersection LOSc}J HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thSIGNALIZED INTERSECTION SUMMARYEastboundL T RWestboundL T RNorthboundL T RSouthboundL T RIINo. LanesLGConfigVolumeLane WidthRTOR VolDuration01LT20000RI 213 1624 |II15.0 15.00II2 0TR1087 9612. 00I 1 2I L T64 811115.0 12.00IIJIII0.25Phase Combination 1EBArea Type: All other areasSignal Operations2 3 4|I NB5678WBLeft A I NB LeftThru A I Thru ARight A I Right APeds I PedsLeft I SB Left AThru I Thru ARight I RightPeds I PedsNB Right I EB RightSB Right I WB RightGreen 30.0 52.0Yellow 3.0 3.0All Red 1.0 1.0Cycle Length: 90.0Intersection Performance SummaryAppr/ Lane Adj Sat Ratios Lane Group ApproachLane Group Flow RateGrp Capacity (s) v/c g/CseesDelay LOS Delay LOSEastboundLT 664R 1048Westbound199131440.460.850.330.3324.134.7cc32.0cNorthboundTR 2065SouthboundL 112, T 2090357419436180.720.660. 450.580.580.58Intersection Delay = 19.7 (sec/veh)14.9 B 14.9 BcB 12.1 BIntersection LOS = B26.511.0JJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: 1-90 South RampsInter.: 1-90 South & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thIEastboundL T RSIGNALIZED INTERSECTION SUMMARYI Westbound I NorthboundI L T R | L T RISouthboundL T RNo. Lanes |LGConfig |Volume 1127Lane Width |RTOR Vol |021LT R1 408 |15.0 15.0 |0 III000II02 0TR1537 17012.00I 1 2L T1121 1152115.0 12.00I.1IIIIDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightArea Type: All other areasSignal Operations2 3 41NB5678GreenYellowAll RedAppr/LaneGrpLaneGroupCapacityA I NB LeftA I Thru AA I Right AI Peds[ SB Left AThru AI Right[ PedsI EB RightI WB Right30.0 52.03.0 3.01.0 1.0Cycle Length: 90.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)v/cg/cLane GroupDelay LOSApproachDelay LOSEastboundLT 664R 1048Westbound199131440.210.430.330.3321.723.723.2cNorthboundTR 2059SouthboundL 93T 2090356416136180.921.390.590.580.580.5824.6246.3 F12. 6 B24.6cJ34.8 CIntersection Delay =28.0 (sec/veh) Intersection LOSc HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thNo. LanesLGConfigVolumeSIGNALIZED INTERSECTION SUMMARYEastboundI LI1I L1349T1T182R1R142I WestboundLT1L68Lane Width 115.0 12.0 12.0 |15.0 15.0RTOR VolI0R1 0TR134 1570NorthboundLL64TR12T707143I SouthboundI LITR1RL3452 1T R1036 196115.0 12.0 12.0 |15.0 12.0 12.00I0IIIIDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAAArea Type: All other areasSignal Operations3 4 1I NB10.03.00.02AAAAAA25. 03.01.0ISBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA11.03.00.06AAAAAA30.03.01.07Appr/LaneGrpLaneGroupCapacityCycle Length:Intersection Performance SummaryAdj Sat RatiosFlow Rate(s) v/c g/C890.0seesLane Group ApproachDelay LOS Delay LOSJi EastboundL 388T 528R 449WestboundL 504TR 534NorthboundL 336T 1206R 538SouthboundL 374T 1206R 538198619001615198619211986361816151986361816151.030.400.360.160.630.210. 640.091.151.070.460.420.280.280.420.280.490.330.330.490.330.3384.126.926.616.231.017.326.520.7113.678.224.2FccBcBccFE56.528.225.579.2EccEIntersection Delay = 57.9 (sec/veh) Intersection LOSEJJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: North 7thNo. LanesLGConfigVolumeLEastboundTSIGNALIZED INTERSECTION SUMMARYI NorthboundRI1I L13031T232RTOR VolI1R149I LWestboundTLane Width |15.0 12.0 12.001RLTRI01I L TR134 319 207115.0 15.00112L T R1214 1192 126115.0 12.0 12.00SouthboundL1TR12L T R266 900 36815.0 12.0 12.00IDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundL 314T 528R 449WestboundL 446TR 546AAArea Type: All other areasSignal Operations234A I NB LeftA I ThruA I RightPeds10.03.00.0AAA25.03.01.0SBEBWBLeftThruRightPedsRightRight5AA10.03.00.06AAAAAA31.03.01.078Cycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosseesLane Group ApproachFlow Rate(s)v/cg/cDelay LOS Delay LOS198619001615198619671.130.520.390.371.210.420.280.280.420.28114.528.326.917. 8141.2FcBF66.2116.3EFNorthboundL 314 1986 0.80 0.49 32.4 CT 1246 3618 1.13 0.34 96.7 F 81.6 FR 556 1615 0.27 0.34 21.5 CSouthboundL 314 1986 0.93 0.49 55.9 E- T 1246 3618 0.79 0.34 30.2 C 34.8 CR 556 1615 0.73 0.34 30.5 CIntersection Delay = 69.3 (sec/veh) Intersection LOSE/ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: Spring Hill RoadSIGNALIZED INTERSECTION SUMMARYI EastboundI L T RIWestboundL T RI NorthboundI L T RNo. LanesLGConfigVolumeLane WidthRTOR VolI 1 1I L T1144 72212.0 12.0001I1T R143 53 |12. 0 12. 0 10 II000II Southbound |[ L T R II ^ ,, ______ _\11011I L R1286 80 |I 12.0 12.0 |I 0 IDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundL 841T 1284pppp67Area Type: All other areasSignal Operations2341 5NB LeftThruRightPedsSB Left PThruRight PPedsEB RightWB Right50.0 15.04.0 3.01.0 1.0Cycle Length: 74.0Intersection Performance SummaryAdj Sat Ratios Lane Group ApproachFlow Rate(s)8v/cg/cDelay LOS Delay LOS124519000.200.650.680.685.09.6AAsees8.8AWestboundT 1284R 1091Northbound190016150.130.050.680.684.54.1AA4.4ASouthboundL 366 1805 0.95 0.20 65.8 E57.4 ER 327 1615 0.30 0.20 27.4 CIntersection Delay = 21.2 (sec/veh) Intersection LOScJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Spring Hill & FrontageArea Type: All other areasJurisd:Year : 2015 With Mendeville Dev.N/S St: Spring Hill RoadIISIGNALIZED INTERSECTION SUMMARYEastbound I Westbound I NorthboundL T R|L T R|L T RI Southbound |I L T R II INo. LanesLGConfigVolumeLane WidthRTOR Vol1I L761T28300I12.0 12.01 1T R703 26112.0 12.00III000I 1I L1111I 12. 001R25212.00IIDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAppr/LaneGrpEastboundL 341T 1284Area Type: All other areasSignal Operations234I NB5678LaneGroupCapacityP I NB LeftP I ThruI RightPedsI SB Left PP I ThruP I Right PI PedsI EB RightI WB Right50.0 15.04.0 3.01.0 1.0Cycle Length: 74.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/cDelay LOS Delay LOS50519000.230.230.680.686.25.0AA5.3AWestboundT 1284R 1091Northbound190016150.620.270.680.688.95.4AA7.9AJSouthboundL 366R1805327 1615Intersection DelayJ0.33 0.20 27.6 C43.3 D0.84 0.20 50.2 D14.9 (sec/veh) Intersection LOSBj 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst:Agency/Co.:Date Performed:RLAAbelin Traffic Services3/14/2006Analysis Time Period: AM Peak HourIntersection: Flora Lane & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Flora LaneNorth/South Street: North 7th AveIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?2220.752960Undivided1550.75206793 560.72 0.721101 77/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9REastbound10 11L T12RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Flared Approach: Exists?/StorageLanesConfiguration0/130.901400470. 905200LRNo/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11L| I LR12v (vph) 296C(m) (vph) 600v/c 0.4995% queue length 2.73Control Delay 16.7LOS CApproach DelayApproach LOS661120.592.8775.4F75.4F 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst:Agency/Co.:Date Performed:RLAAbelin Traffic Services3/14/2006Analysis Time Period: PM Peak HourIntersection: Flora Lane & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Flora LaneNorth/South Street: North 7th AveIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R ! L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?1020.851190Undivided7930.859323110.76409260.7634/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9RIEastbound10 11 12L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%) 0Flared Approach: Exists?/StorageLanesConfiguration/440.9048001730.9019200LRNo/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 1 10 11L| I LR12v (vph) 119C(m) (vph) 1128v/c 0.1195% queue length 0.35Control Delay 8.6LOS AApproach DelayApproach LOS2403170.765.8344.5E44.5EJ nnHCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARY• Analyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RfVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?237 2220.86 0.86275 2580Undivided120.861310. 9110302 1880. 91 0. 91331 206/1L1No0TR110L TRNoMinor Street:ApproachMovementWestbound789L T REastbound10 . 11 12L T RVolume 292Peak Hour Factor, PHF 0.60 0.60 0.60Hourly Flow Rate, HFR 3 14 3Percent Heavy Vehicles 000Percent Grade (%) 0Flared Approach: Exists?/Storage NoLanes 010Configuration LTR1550.791960/0150.79180012740.793460/1LTRApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11L L | LTR I LT12Rv (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOS27510410.261.079.7A113040.000.007.8A201040. 190.6747.7E47.7E2141081.9817.77539.3F3466260.553.3817.6217.0F 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Griffin & RouseJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Griffin DriveNorth/South Street: RouseIntersection Orientation: NSStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 [ 4 5 6L T R I L T RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?368 2640.81 0.81454 3250Undivided60.81720.9420269 2170.94 0.94286 230/11 0L TRNo110L TRNoMinor Street:ApproachMovement7LWestbound8T9REastboundI 10 11I L TVolume 5 12 1Peak Hour Factor, PHF 0.60 0.60 0.60Hourly Flow Rate, HFR 8 19 1Percent Heavy Vehicles 000Percent Grade (%) 0Flared Approach: Exists?/Storage NoLanes 010Configuration LTR2010.872310/0120.871300112R3230.873710/1LTRDelay, Queue Length, and Level of ServiceApproachMovementLane ConfigNB1LSB4L7IWestbound8LTR910LTEastboundli12Rv (vph) 454 2C(m) (vph) 1060 1239v/c 0.43 0.0095% queue length 2.18 0.00Control Delay 10.9 7.9LOS B AApproach DelayApproach LOS28350. 802.83260.5F260.5F244396.2628. 802568F3716530.573.5817.51029F HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: AM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 1 4 5L T R I L T6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?40.7250Undivided8460.7211741640.72227190.732601620.7322170.739/0 1LTRNo0010LTRNoMinor Street:ApproachMovementNorthbound789L T RSouthbound10 11 12L T RVolume 35 0Peak Hour Factor, PHF 0.90 0.90Hourly Flow Rate, HFR 38 0Percent Heavy Vehicles 0 0Percent Grade (%) 0Flared Approach: Exists?/StorageLanes 0 1Configuration LTR50.9050No/060.9060000.900001LTR40.9040No/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceEB WB Northbound Southbound1 4|7 8 9 110 11 12LTR LTR | LTR I LTRv (vph) 5C(m) (vph) 1350v/c 0.0095% queue length 0.01Control Delay 7.7LOS AApproach DelayApproach LOS264940.050.1712.7B43900.482.0477.2F77.2F101280.080.2535.5E35.5EJ r1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst:Agency/Co.:Date Performed:RLAAbelin Traffic Services3/14/2006Analysis Time Period: PM Peak HourIntersection: Red Wing & Frontage Rd.Jurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville Dev.Project ID: Mandeville DevelopmentEast/West Street: Frontage RoadNorth/South Street: Red WingIntersection Orientation: EWStudy period (hrs): 0.25Major Street:Vehicle Volumes and AdjustmentsApproach Eastbound WestboundMovement 1 2 3 1 4 5LRIL6RVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?50.7660Undivided3190.76419760.7610090.85100838 70.85 0.85985 8/0 1LTRNo00 1LTRNo0Minor Street:ApproachMovementNorthbound789L T RSouthboundI 10 11 12I L T RVolume 128Peak Hour Factor, PHF 0.90Hourly Flow Rate, HFR 142Percent Heavy Vehicles 0Percent Grade (%)Flared Approach: Exists?/StorageLanes 0Configuration00.900001LTR150.90160No/0120.90130000.900001LTR70.9070No/0ApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceEB WB Northbound Southbound1 4 I 7 8 9 | 10 11 12v (vph)C(m) (vph)v/c95% queue lengthControl DelayLOSApproach DelayApproach LOSLTR67040.010.0310.2BLTR |LTRII1010570. 010.038.4A1581071. 4811.52329.9F329.9FLTR201270.160.5438.6E38.6E HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville FIXEDN/S St: North 7thEastboundTSIGNALIZED INTERSECTION SUMMARYNorthboundLRI LIWestboundTI SouthboundRLTRI LITRNo. LanesLGConfig |VolumeLane WidthRTOR Vol I01161LT R37 1040I 1 1I L TR1229 127 10515.0 12.0 112.0 12.010I01 1I L T R1321 439 34712.0 12.0 12.0010I2I L TR1191 459 58I 12.0 12.00IDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightArea Type: All other areasSignal Operations2 3 41NB5AAA678NBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityA I NB LeftA I ThruA I RightPedsA I SB Left AA I Thru AA I Right AI PedsI EB RightWB Right30.0 52.0,3.0 3.01.0 1.0Cycle Length: 90.0Intersection Performance SummaryAdj Sat Ratios Lane Group ApproachFlow Rate(s) v/c g/CIIIIIIseesDelay LOS Delay LOSEastboundLT 621R 538WestboundL 451TR 59018631615135217710.110.260.560.440.330.330.330.3320.922.126.223.9cccc21.725.1ccNorthboundL 367T 1098R 933SouthboundL 341TR 20556361900161559135561.200.550.510.780.350.580.580.580.580.58131.9 F12.3 B11.8 B25.410.2cB46.914.3DBIntersection Delay = 31.8 (sec/veh) Intersection LOSJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Griffin RoadInter.: Griffin & N 7thArea Type: All other areasJurisd:Year : 2015 With Mendeville FIXEDN/S St: North 7thNo. LanesLGConfigVolumeSIGNALIZED INTERSECTION SUMMARYI EastboundI LTRLWestboundTI Northbound | SouthboundII L14211T1051R271Lane Width 115.0 12.0 12.0RTOR Vol0IRTR0I 1 1I L TR[432 68 27015.0 12.00I L^1111I L T R1146 664 200I 15.0 12.0 12. 0I 0LTR1120I L TR133 580 31I 15.0 12.0I 0IIJIIIDuration0.25Phase Combination 1EB LeftThruRightPedsWB Left AThru ARight APedsRightRightNBSBGreenYellowAll RedArea Type: All other areasSignal Operations3 4 1Appr/LaneGrpLaneGroupCapacity10.23.00.02AAAAAA20.73.01.0I NBII SBIIEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA7.13.00.06AAAAAA38.03.01.078Cycle Length: 90.0Intersection Performance SummaryAdj Sat RatiosseesLane Group ApproachFlow Rate(s)v/cg/CDelay LOS Delay LOSEastboundL 255T 437R 371WestboundL 519TR 630iNorthboundL 377T 802•" R 682SouthboundL 250< TR 151611071900161519861672198619001615198635900.190.280.850.970.620.430. 920.330.660.500.230.230.230.380.380.530. 420.420.530.4228.328.949.960.724.813.040.317.725.219.4ccDEcBDBcB42.445.031.920.4DDccIntersection Delay = 33.7 (sec/veh) Intersection LOScj HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 With Mendeville FIXEDN/S St: North 7thfNo. LanesLGConfigVolumeSIGNALIZED INTERSECTION SUMMARYI EastboundL1I L1349T1T182RI LIWestboundTI NorthboundI SouthboundRI LITR1R1421I L[681T1341R157II L16412T7071R43I LJI 1I L1345TR12T R1036 196Lane Width |15.0 12.0 12.0 |15.0 15.0 12.0 |15.0 12.0 12.0 115.0 12.0 12.0RTOR Vol00I0I0IJIIDuration0.25Phase Combination 1EBWBLeftThruRightPedsLeftThruRightPedsRightRightNBSBGreenYellowAll RedAppr/LaneGrpLaneGroupCapacityEastboundL 547T 522R 444WestboundL 496T 574R 444NorthboundL 354T 1193R 532SouthboundL 390T 1193R 532AAArea Type: All other areasSignal Operations3 4 1NB2AAA10.03.00.0AAA25.03. 01.0IIIIIIIISBEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA12.03.00.06AAAAAA30.03.01.078Cycle Length: 91.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Group Approachv/cg/CDelay LOS Delay LOS1986190016151986209016151986361816151986361816150.730.400.370.160.270.410.200.640.091.111.090.460. 420.270.270.420.270.270. 490.330.330.490.330.3328.627.427.116.726.127.617.127.221.197. 183.024.7cccBccBccFF28.025.026.078.8ccEIntersection Delay = 52.0 (sec/veh) Intersection LOSDJ;J HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/14/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Oak StreetInter.: Oak & N7thArea Type: All other areasJurisd:Year : 2015 With Mendeville FIXEDN/S St: North 7thSIGNALIZED INTERSECTION SUMMARYI EastboundI WestboundI NorthboundSouthboundILTRLTRLTRNo. LanesLGConfigVolumeI 1I L30311T R232 14911L1341T R319 20711L2142T R1192 126L.1^I 1I L1266TR12T R900 368IILane Width [15.0 12.0 12.0 115.0 15.0 12.0 115.0 12.0 12.0 [15.0 12.0 12.0 1RTOR VolI0I000Duration0.25Phase Combination 1Area Type: All other areasSignal OperationsEBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightAAGreenYellowAll Red10.03.00.02AAAAAA25.03.01.034NBI SBIEBWBLeftThruRightPedsLeftThruRightPedsRightRight5AA10.03.00.06AAAAAA31.03.01.078Appr/LaneGrpLaneGroupCapacityCycle Length: 90.0Intersection Performance SummaryAdj SatFlow Rate(s)seesRatiosLane Group Approachv/cg/CDelay LOS Delay LOSEastboundL 337T 528R 449WestboundL 446T 581R 449NorthboundL 314T 1246R 556SouthboundL 314T 1246R 5561986190016151986209016151986361816151986361816151.060.520.390.370. 690.580.801.130.270.930.790.730.420.280.280.420.280.280.490.340.340.490.340.3493.628.326.917.832.429.832.496.721.555.930.230.5FccBcccFcEcc56.928.681.634.8EcFcIntersection Delay = 53.7 (sec/veh) Intersection LOSD)J 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst:Agency/Co.:Date Performed:RLAAbelin Traffic Services3/14/2006Analysis Time Period: AM Peak HourIntersection: Flora Lane & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville FIXEDProject ID: Mandeville DevelopmentEast/West Street: Flora LaneNorth/South Street: North 7th AveIntersection Orientation: NS Study period (hrs): 0.25Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 | 4 5 6L T R I L T RMajor Street:VolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?2220.752960Undivided1550.75206793 560.72 0.721101 77/1L1TNo1No0TRMinor Street:ApproachMovementWestbound7 8L TEastbound9 I 10 11 12R I L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%) 0Flared Approach: Exists?/StorageLanesConfiguration130.90140470.905200//11LRApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4|7 8 9 | 10 11LI I L12Rv (vph) 296C(m) (vph) 600v/c 0.4995% queue length 2.73Control Delay 16.7LOS CApproach DelayApproach LOS14370.381.27152.5F522470.210.7823.4c50.8FJ 1HCS+: Unsignalized Intersections Release 5.2TWO-WAY STOP CONTROL SUMMARYAnalyst: RLAAgency/Co.: Abelin Traffic ServicesDate Performed: 3/14/2006Analysis Time Period: PM Peak HourIntersection: Flora Lane & N 7thJurisdiction:Units: U. S. CustomaryAnalysis Year: 2015 With Mendeville FIXEDProject ID: Mandeville DevelopmentEast/West Street: Flora LaneNorth/South Street: North 7th AveIntersection Orientation: NS Study period (hrs):Vehicle Volumes and AdjustmentsApproach Northbound SouthboundMovement 1 2 3 1 4 5 6L T R I L0.25Major Street:TRVolumePeak-Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesMedian Type/StorageRT Channelized?LanesConfigurationUpstream Signal?102 7930.85 0.85119 9320Undivided3110.76409260.7634/1L1TNo1No0TRMinor Street:ApproachMovement7LWestbound8T9REas:?b^und'10 11 12L T RVolumePeak Hour Factor, PHFHourly Flow Rate, HFRPercent Heavy VehiclesPercent Grade (%)Flared Approach: Exists?/StorageLanesConfiguration440. 904801730.90192000//11LRApproachMovementLane ConfigDelay, Queue Length, and Level of ServiceNB SB Westbound Eastbound1 4 I 7 8 9 | 10 11Lv (vph) 119C(m) (vph) 1128v/c 0.1195% queue length 0.35Control Delay 8.6LOS AApproach DelayApproach LOSIL481060.451.9664.4F23.4c12R1926330.301.2813.1B HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/29/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: GriffinInter.: Griffin & RouseArea Type: All other areasJurisd: BozemanYear : 2015 With Mandeville FIXEDN/S St: RouseSIGNALIZED INTERSECTION SUMMARYEastboundL T RWestboundI L T RNorthboundL T RNo. Lanes |LGConfig |Volume 1155Lane Width |RTOR Vol |10 1LT R |12 274 1212.0 12.0 |0 I01 0LTR9 212. 00110L TR237 222 1212.0 12.00I Southbound |[ L T R I1____^ ______!11101I L TR I11 302 188 I[12.0 12.0 II 0 IDuration0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedAAAAAA20.03.01. 0Area Type: All other areasSignal Operations3 4 1NB LeftI Thru267SBIAppr/ Lane, Lane GroupGrp CapacityEastboundLT 479R 557Westbound5AARight APedsLeft AThru ARight APedsEB RightWB Right30.03.01.0Cycle Length: 58.0Intersection Performance SummaryRatios8Adj SatFlow Rate(s)Lane Group Approachv/cg/CDelay LOS Delay LOS138816150. 410.580.340.3415.117.0BB16.3BseesLTR62918230.020.3412.6B12.6BNorthboundL 305TR 97559018850.910.280.520.5243.48.1DA25.9cSouthboundL 560TR 926J108217910.000.620.520.526.811.3AB11.3BIntersection Delay = 17.7 (sec/veh) Intersection LOSBj HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/29/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: GriffinInter.: Griffin & RouseArea Type: All other areasJurisd: BozemanYear : 2015 With Mandeville FIXEDN/S St: RouseEastboundL T RSIGNALIZED INTERSECTION SUMMARYI Westbound I NorthboundLTRLTIINo. LanesLGConfigVolume 1201Lane Width |RTOR Vol |1II0 1LT R12 323 |512.0 12.0 |0 I01 0LTR12 112.001 1L TR368 264 612. 0 12 .00R0SouthboundL T RI10L1TR [2 269 217 |12.0 12.0 I0 IDuration0.25Phase Combination 1EBWBNBSBLeftThruRightPedsLeftThruRightPedsRightRightGreenYellowAll RedAAAAAA15.03.01.0Area Type: All other areasSignal Operations3 4NB25AA678SBEBWBLeftThruRight APedsLeftThruRight APedsRightAAAppr/LaneGrpLaneGroupCapacityRight37.03.01.0Cycle Length: 60.0Intersection Performance SummaryRatiosAdj SatFlow Rate(s)v/cEastboundLT 343R 404Westbound137316150.730.94g/cLane GroupDelay LOSApproachDelay LOS0.250.2528.352.2cD42.7DseesLTR43517410.050.2517. 1B17.1B>NorthboundL 432TR 1168SouthboundL 648TR 10937001894105117731. 000.270.000.520.620.620.620.6255.4 E5.4 A 34.2 C4.47.0Intersection Delay = 28.8 (sec/veh)AA 7.0 AIntersection LOS = CJJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/29/2006Period: AM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Redwing & Frontage RoadArea Type: All other areasJurisd: BozemanYear : 2015 With Mandeville FIXEDN/S St: RedwingSIGNALIZED INTERSECTION SUMMARYI Eastbound I Westbound I Northbound|L T R|L T R|L T RII Southbound |I L T R INo. Lanes | 1 1 0LGConfig | L TRVolume |4 846 164Lane Width |12.0 12.0RTOR Vol | 0I 1 1I L TR[19 162 7I 12.0 12.0I 00J.II13501.1.II1LT R0 5 1612.0 12.0 |001 0LTR0 4 112.0 I0 IIIDuration0.25Phase Combination 1Area Type: All other areasSignal Operations234EB LeftThruRightPedsLeftThruRightPedsRightSB RightGreenYellowAll RedWBNB5AAAAAA678Appr/LaneGrpLaneGroupCapacityA I NB LeftA I ThruA I RightI PedsA I SB LeftA I ThruA I RightI PedsI EB RightI WB Right40.0 12.03.0 3.01.0 1.0Cycle Length: 60.0Intersection Performance SummaryRatiosseesAdj SatFlow Rate(s)Lane Groupv/cg/cDelay LOSApproachDelay LOSEastboundL 809TR 1236121418540.000.910.670.673.318.3AB18.3BWestboundL 127TR 125919018880.170.150.670.674.43.8AA3.8ANorthboundLT 293R 323SouthboundLTRJ3221465161516090.130.02Intersection Delay0.200.2019.919.3BB19.8B0.03 0.20 19.4 B 19.4 B16.2 (sec/veh) Intersection LOSBJ HCS+: Signalized Intersections Release 5.2Analyst: RLAAgency: Abelin Traffic ServicesDate: 3/29/2006Period: PM Peak HourProject ID: Mandeville DevelopmentE/W St: Frontage RoadInter.: Redwing & Frontage RoadArea Type: All other areasJurisd: BozemanYear : 2015 With Mandeville FIXEDN/S St: RedwingSIGNALIZED INTERSECTION SUMMARYI Eastbound I Westbound I Northbound|L T R|L T R[L T RI I ISouthbound |L T R IINo. Lanes | 1 1 0LGConfig | L TRVolume |5 319 76Lane Width |12.0 12.0RTOR Vol | 0I 1 1I L TR9 838 7I 12.0 12. 0000111010LT R | LTR128 0 15 112 0 712.0 12.0 I 12.00 I 0Duration0.25Phase Combination 1EB LeftThruRightPedsWB LeftThruRightPedsNB RightSB RightGreenYellowAll RedArea Type: All other areasSignal Operations2341 56NBAAA40.03.01.05AA78Appr/LaneGrpLaneGroupCapacityA I NB LeftA I ThruA I Right APedsSB Left AThru ARight APedsEB RightWB Right12.03.01.0Cycle Length: 60.0Intersection Performance SummaryAdj Sat RatiosFlow Rate(s) v/cIIEastboundL 224TR 123033618450.030.36g/c0.670.67Lane Group ApproachDelay LOS Delay LOS3.44.5AAsees4.5AWestboundL 605TR 126590718980. 020.740. 670.673.49.0AA8.9ANorthboundLT 270R 323SouthboundJ LTRj3031351161515150.530.050.07Intersection Delay =9.30.200.2023.419.5cB22.9c0.20 19.6 B 19.6 B(sec/veh) Intersection LOSAJ I"APPENDIX DTurn Lane WarrantsSignalization Warrants Inin[1[1ftr20()3 EditionLuLUecI-II^II11IllI0I600^Page 4C-7js>^^ ^ (^r/'F^Figure 4C-3. Warrant 3, Peak Hour<3-^/J~ /^'/4 D^i/^^^^/5002 OR MORE LANES & 2 OR MORE LANES^' 2 OR MORE LANES & 1 LANE4003001 LANE & 1 LANEAfA,200*150*100100400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lowerthreshold volume for a minor-street approach with one lane.JJJJJFigure 4C-4. Warrant 3, Peak Hour (70% Factor)(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET)II-iIIw<51II4003002001002 OR MORE LANES & 2 OR MORE LANES2 OR MORE LANES & 1 LANE/1 LANE & 1 LANE/^*100*75300400500600700800900 1000 1100 1200 1300MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 100 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 75 vph applies as the lowerthreshold volume for a minor-street approach with one lane.November 2003Sect. 4C.06. J nnnnI1a2003 Edition^4 r^ ^ p^ /,Figure 4C-3. Warrant 3, Peak Hour'wePage 4C-7^015' W^ Di^^af-LUUJIQ.>I600ecQ-^?!^I!liecLUIuI5002 OR MORE LANES & 2 OR MORE LANES4002 OR MORE LANES & 1 LANE/3001 LANE & 1 LANE200*150*100100400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lowerthreshold volume for a minor-street approach with one lane.:1]J:]JJJFigure 4C-4. Warrant 3, Peak Hour (70% Factor)(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET)a.>-gLUec§^^<LU!1UJII4003002001002 OR MORE LANES & 2 OR MORE LANES, 2 OR MORE LANES & 1 LANE/1 LANE & 1 LANE/p/^1AM*100*75300 400 500 600 700 800 900 1000 1100 1200 1300MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 100 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 75 vph applies as the lowerthreshold volume for a minor-street approach with one lane.November 2003Sect. 4C.06 20()3 EditionPage 4C-7nnfl11nfl[1600ro^e. Koa/>Figure 4C-3. Warrant 3, Peak Hour K^W"^ Dr/^/6loi^~ i^/',^ S)^J^v^<^i~pIQ->500I2 OR MORE LANES & 2 OR MORE LANES0<I-0400LUec2 OR MORE LANES & 1 LANELUCL^cra.w<300LU1 LANE & 1 LANEoc0=)200^0*150>ec*100100LUI0I400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lowerthreshold volume for a minor-street approach with one lane.iJJJFigure 4C-4. Warrant 3, Ppak Hour (70% Factor)(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET)£I-iIIII51I0I4003002001002 OR MORE LANES & 2 OR MORE LANESr-- r 'i" r2 OR MORE LANES & 1 LANE/1 LANE & 1 LANEp/1P^A /Ac*r*100*75A^e^ ^Lr300 400 500 600700800 900 1000 1100 1200 1300MAJOR STREET—TOTAL OF BOTH APPROACHES—VEHICLES PER HOUR (VPH)*Note: 100 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 75 vph applies as the lowerthreshold volume for a minor-street approach with one lane.November 2003Sect. 4C.06 1M.p^s' ^28.4(6)INTERSECTIONS AT-GRADENovember 2000^^zz(/)0^y SSy205fe52^G^^s5^--Syy*S^~^-¥ is to S>--)-)S "> s'^£^z^ys°S5-i£.^s^l'£l&'"-•-£3P zfe§.§¥^-s'in£ t7'!S^Q~sv.^-Iu<=><5 N"5g ::i^3E^•<5^i^uUJ"Q.ssa.^11z fes"0I/) Uj^ssp^nj^^ :^^ ^^QLu5s.^<n50;\s-<SsQ^^ 5gy - 3^s0u^ ^s^^:§1•- f.0usI i^15co§?^33^'i2^Ifc£"'§zszss^§§t/>us^lNa5lsss^js^l^30uu^^02Q:s5QN.>^' ;Sijl!s 5^3"'^^gi Sg2S£3afs^in0<309-1?^180(0K<Q:§?s?SS ^fe(J>? poi•n$ -•zUJzODQ;030(/)0zID=)a03ll.LlJ I<-w-10u.0UJ<*•?s»<SKinsQ^.0Qd0<is°rQ0^0\«•\0^000-0r»j\m0a<MUJ2|-—03 01 t/I'"7'"7'"7m•^vm0w>•m<iLJ ff 00000000000000000COr~U)inro<MQ:=30I2uU)LiJQ02Ct:=)—I0>uI^1<JJJynoH NOIS30 ONiana (HdA) 3^in~iOA ONisoddO- A^QfflN-i<llII?s<ww >lit <.5Q 2j I2 Iy uiF zec,2&0 2IUQ30UJ^g s3 ICM0IIui^s^