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HomeMy WebLinkAbout069-590-007i r�•�• _ � 11+. .. � .. 4r1IS8116 SUMARY SHEET ' LAND DIVISIONS .1 S CANT.H�l ()ma'r �Oo' d' en Allis De%eJ,opn►ent) Box 6365, ZaUom, CA 95650 �: Same, LPM',CT DESCRIPTION': TENTATIVE 'PARCEL MAI'. to divide 16.15 acres to create j4 pdtcels t�wy, , in the saC T c, On the west ' a cle of .Ke ly Ridge. Road between Ear he,I Dr v0 & ;Olive ; Lige area. .. PARCEL NMBER tS) . 06,9-590-007 t3mG C'2 GENERAL PW ;_ Commercial CONSISTENT7: �e­�. ENER L FLAN CONPOR!"CE REPORT _ x(11(92 DATE OF APAICAD SIGNATURE Ubm (,CONSEMATION ACT CONTRACTS?; Nb SATEAVVLICATION RECEIVED 'G9Nljr/tSURVVQA/CI'JIL ENGINBPR.. GDA Engineering F ADF#EE?55220 Grand Ave.) Orovill.e, CA 95965 VATE PLANNING DIRECTOR'S, REPORT PREPARED ±iVi NME.NTAL CATEGORMAL EXEMPTION - DATE= FILED ;.. DETIMMINATIONf, AND• SATE NEGATIVE DECLARtITION '- DATE ADOPTED �>-''~° MITIGATED NEG'. DECLARATION' - DATE ADOPTED ;ENV. IMPACT REPORT -DATE CERTIFIED STATE. CI,E0101fOUSE NO. p0(7Mh1ITTEE, MEETINGDATE ;.. . ADV:r_ AGENCY HEARING DATE 6 ADVI5ItY AGENCY ACTION Apk=, D ., I�PPEAL HEARING DATE DAP.i ACTION_ CfMI�iE�7TS FOR' PLANNING, DIRECTOR'S ' REPORT IYI Qe`? o% �cl l�Yi i1%l .I J� 4° /�att�'�Ytiiif�0I1S. 1ED TO. DI9 C 1 IC ' • t eklCi �{j ap— � '&B PRA.'. Q19 S1CMI]ZVZSZON Aae ,•d � Its.ma x -k to 'be completed by applicant: x aFt,ICAft NAME. AND ADDIr.EgS L41;L tO [, E. (21 't -;J c- 2za GP -PMO Ave _. brz-o✓1 2. P',.q=CT; DESCRIPTIONS 3 . ASSESSOR'S PARCEL NtiMBER� 5) : _ a qC1 C7 •- _ ;':• k. PROPOSED USE: i ;yzr-t 4�161,L., Tho fdllou ng items are to ba completed by the Planning Department: CUIRRM ZONING. " - LAND CONSERVATION AGREEMENT= } GIMMI 1, TL. N DESIGNNATIOH pe,.,o �, erg/_Sixo Desi=tion criteria YES NO It is recommended that you perto m the followinZ checked iteaas: --^-- ARMAzoLOGICAL_ RECORDS cum 3' BOTANICAL SURVEY 14•O d GE a,QG1..AL SURVEY 5.. 6. YES t10 w 7. , pp WITEIN DEPARTHENT OF FISH AND.WE DEVEIAPt�`ii T L1O81 G1i q. -: 10. WITHIN FLOOD PLAIN: x _. lz., iriTxlN ARES, SPECIFI' OR LAND USE PLAN; Stnff," laetexz6inatigri: 5ubstazits`ally .conform& to: , GEM AL'PLfUt: I. Land Use. If Yes 1169 ©w/► LLL 2. Conservation X 'Name of Pla:r Open 0 'URBAN 4. Safe WITHIN RESERVE: 'N If "5,. If Yes, 6. housing Nie of Reser. . 7. Circulation r Zviil.Tts: ' i70 Gcs C t3:� � 02.r�AIRPORT; LAND USI; PL y: �,- CO!'�fiati'TS: N cp�z:�" CE.GYnG.as+J'fr�� Fi it._c;.�� �"�'Fi ,ti'Li '�'F�Cf�i�L.., "`r-''�'Cit�.t E�• ?.,ON�„ ,. '� 9j A �'Ha Staff' Sit*naturd D4 01 2 . '"! it AsMMArm=_ca'I?os� THE R-QUE52"kI3 LANDzvszaNrI AM AWARE, of Ttr AifOvE sxnr Dr:�rrtlt1A$ION, .�r; HE COGatm- PL,& , Mb ZONING. bated _. 5i9ndttiv of Applicant Applicant. repaxt.'t�i71 expirs and be' discarded six t6) Months frdm elate of thn" stuff' §igna` ' c. Lii 30"003 evisLci om w Jud AT 7E - EN THE FOLLOWING INFORMATION DOES. NOT EFFECT RECORD TITLE INTEREST. I - DEVELOPMENT ON' THESE . PARCELS WILL, REQ LTIRE CONNECTION TO. A PUBLIC WATER SUPPLY AND TO A PUBLIC SEWER SYSTEM, 2) A 50.00 FOOT BUILD_ ING SET BASK, 'MEASURED FROM CENTERLINE, ' MAINTAIN WILL BEED ALONG RACHEL DRIVE;: A --5.00 FOOT BUILDING SETBACK, MEASURED FR Qm CENTERLINE, WILL BE, MAINTAINED ALONG KELLY RIDGE .ROAD.. A 20.t�0 -FOOT,BUILDING SETBACK, .MEASURED FROM THE'RIGHT-OF=WAY LINE,, WILL. BE- MAINTAINED ALONG OLIVE. HWY 3 THE APPLICANT SHALL PAY;THE DEPOSIT OR REQUIRED FEES TO MITIGATE TRAFFIC IMPACTS IN THE OR(JVII,LE = AREA PER THE. SIGNED ACrREEMENT PRIOR. TO THE' ISSLTANCE OF BUILDING PEIZ,2,, TS. _ - - 739P{_fit - - ,� -��" Tiff 1' • .' - - = SHEET I GF 3 . care°M� OSCOVA aM TRA, WS�'TTa�, �a (TATE: JULY 28 1993 JOB h1O: 92-01 K b, NMfNO�' SUBJECT 95905 191015334069 oe M n NOTICE OF ]ATERKMATION a A,P`s��b9-s9�oo7 m POLLOWINO; 1 O a n UNDER SEPARATE COVER �n -(C n ° e Parcel Map �} Test Ras't) s y 0 «. .. c ,,,, a , ,,v., » a1 Suri!ej! Plat Corlstrucir Dtahytng R -<A .» P R'eprodutiiyes spt 0 ;nt;. De'sdri tion v „ti z9 .. ,r.... a"::"'Deeds.,=1 Change Oro'er No,rr O,N � Speciftcattons r"; Site Survq DESCRIPTION q q - #685 P. 25.oA �j' ^ }l: . m m z .'sign a Revision �! cl pot ow Up ,'� {.'.� tUur InitirrrreObn c egrtst " Per Ypur Re F_. Recording )!dG OF TI' Z OTICE OF 13XVTEPJZNA.Tlbx FOR TE m IM ;° Capt' To: BYyi .for .JOENi b CmfstopkkkSbm iR"�vlFfL,, E11CL"OSUR9S' ARE .1Jd 11S AT "l'YNC,, . T :`At Ndfiti .,,k Wb �fb.T,lF It " F irk Miidgation measures: z Access onto I�ibhway 162 shall. be limited 0a point directly across the ace ess "to the shopping center to the south, Impr+ave{nents shall ha required per, C' atra4s staztidards, " i� I 2 I; A one foot no arxess' strip shall be placvf ,J the southern property line(4 lets 1-4 except per , the ane encroachment point; stated in mitigation # i; 1" Place the fallowing note ;an; the final map &Iadditional mwp sheets The appl2ca h1; shall pay' the deposit or" required fees to mitigate ;traffic 'impacts in the "4rovijile area per te signed 'agreement iprior to issuance of 6iuilding pdrroits. NCi'pL CC?P3CERNiNt'x ASL, CO NW ,CONDTTIOI -S C1F Af'PRa VAL: '%Minor changes may be approved administratively by the Directors of ,Environmet1w Health, Planning ar Public Works upon receipt of 4 substantiated written request by the applicant and nl� as . to those,., conditions or requirements recommended by 'their respective departments,: Prior to such: approval,,. verification shall 'be made ' by each Department or Division that the modification is c&lststent with the application, fees paid t and environmental determination as conditionally ,Opproved. Changes deemed ' ta' be. It major or significant in nature shall require a forMA application for amendment. , r II' r i I I 11 A' a' "' 1. .. ' i - ...,ty �: A.tu�. •f ._ .u:.`� t' `) II 5 Pa an y y, delinquent taxes,or current taxes :aa required. 6 Meet the requirements of the, Butte County Fire De artment. p 7 : Deed 'a I foot no access ,strap on Olive Highway fr,antage except at Caltrans` approved; access location. 4 8 Meet the requirement41 of 'Caltrans for access to Alive Highway; 'Planning Dept. condi ion: 9 A development: _impact, fee for Sherif fI's Facilities shall, be paid pursuant to the provisions .of Chapter 3,, Article 11 of the Butte County Code, prior 'to issuance of building peini,ts or use. permit in the case of a mobile home park. Said ,fee amount' will be :detea:-mined arid, calculated as o the date of application fcr the buil ding permit or use ,permit.;: Health DepartMent conditions, 10 Provide a letter. or other documentation from o.W.I.b. sta Ing that they, are willing and able to supply domestic water to parcel:s. 11 Provide a letter or other documenta, ion from, L.O.A.P :°CT.'D.; stating that they, are wi ll.i ng ;and able 'ta supply'=sewer service to parcels. ' 1.2; Placei a .note an the :map that states "development oP` all. parcels will require connection to a public water, supply.�� 13 Place a note an the map. "that istate's °1dpvelopment of all parcels will�tdquire connection j�o a public wager supply." Mitigation measures. i Access onto' Highway 162 shall'be limited ,to. a point` directly acra�s the, ''access to the shopjit ng center . to the south,, improvements shall be required ped;7 Caltrans standards. ' 2 A one foot no access strip shall b`t': placed 'along the; spilthetn property line of lots 1-4; eXC(jptL per the one encroachtent Point stated in mitigation1.., 8, Place'this,following note on the •Final map or additional map 1; sheets tir;The applicant shall, pay 'the deposit or required fees, to mit gR to traffic impacts '�' 1111 e oro�`ille areae per the signed agreement pri a of 'kiu� lding :permits. ;. or to abs . ano NQTE CONCERNING ALL COUNTY CON DITZ4NS;OF APPROVAL:. BUTTE CnUI Ty DEyEEOPMENT REVIEW COMMITTEE MINUTES JUNE 7, 199 APPEND IX.I '191 Oct 'wiaconmenta3 'Cht:ckl.i t :13V4,�.ttxation c ;i nen " _. ENVTRO?1MENtA,L IMPACTS _vFs ; ruvnt W DTRCUSSZON OF ENVIRONMENTAL EVALVATTON t ,ArrV+ Wf11 he ptoposai result".Inrsijnit(cant: a, Uns'tatil[r eat lh cohd'tllons, or changes To x "rhe Proposal wi11i noaffect subsurface eaft2r condLttons. geoaogIc substructprest b, 0isruuLion, dispfacemefil, cortoactfan or : X this proposal;. willresult in some distuptiori, displacement.; overcoverfng of the sot it compattton'and'overcriverIng of tare s to as a. result' of devi;lopment Of stnuctpres, driveways, parking"�trdas,.etchowever ihLs' ftopact Is riol, tech ate slgnificaht C CNbge N' topography of ground SUrfacr x Tbor prdpbsai wfIf not Wool, lopography because the buiidirfg site teliel fealure$? _ is neac.l level, Y r d, gestruclion,covering or modllcatlon;of any --x The site has no unique h is p y; ai teattlres. Untoue geologic ar` physicai features e, tttt""u In wind or Water erosion of soiis, x Tos he propal WI 11. ,npt cause erosion+ ei[lter on ot. ort sltg.t t. ofsangos fn depot Itri 66' of erosion Of beach ,� ��. x "The proposal. Wal( notaifect eny Walcrcoutse. lands; or dhanges In'sIItaII[on*. deposrtron of eroslort Which may modify the channel of a river of stream Or the bed of Che'ean g. Cs any. ba ,,ihlel of I ket I?os5 ofitrme" agrlculuralty Producitve x This proposal'does dot represent a sl,gni�ticanlfoss of prfrite; SoI's <autsido- designated utban "ateas,t ag rtcua�tttraI, olIS h. tgpo$Ure of people or Property" �o gel Ilc _ ail Of ttuttd'County is in a Moderate E'arthqua'ke inlettsity torte VIII. hazards suc,H, is earthquakes:; andsatdes. The "bled proper.tY is tocated approximately /1, mifes.;Itom an mudsiides, ground 'Jallure ar s�Yrsiihar �� �;� �t"nrerred/concealed tariff associated With the efevela'nd N#Ifsr FaUit, MaXaids� sronstructiort of bifitdFng3 to'Unifoffn tlulldtng Code standArds W111' PravCde adequate prole"coon to occupants incase of Set;lnic'A clivi ty,- � �2``e pfo0tai I result In sub"stanI[al, witi th , eralssiahs"or delerIOtAti'pn of a"m4i,ent x �.: `rlre orciposal wiI1 not affect ail quafrtybecause the'Cracr,easQ a'1t [ne a.tr,gU,alilyt. �S number"ot vehi'cle frit>s is:not Sigrt!t.icant. �tb., ., Ghe arctation of oblec i,anable odorsM swag x. �: rhe proposal Will not create bbjectarinabie dlors, sake or fumes. ar f ume, SV3 c. hdtot aLloil of a1'r movemetrt�,- moisture oi' x the proposal WlI1 not +at(ecL 'the iimb_, ere. tervetatuse, ;or any change it1 cfamate, tdGa l fy 'or reg f oha l I 3. v_tai��.. Yt6tf.lhe 0r6ptssai result in subsfall tial; as changes to curientt`,a or the copy, a or xTheprl3pasal 'viii not"'affect.any wa.tet+ourse« dKreoLion ;movements • in ,of.hater martiinei of nosh +Maier T bb Cl7angds " 'tit absorption rales", drain M! k `fhd prrsposa1 ntay, resin t in"Sri tftfoa3e an su lace Water r"vhoff due pattpr.ns or"4itc rate and"amount of surface to fed'u_ced ailsorptl.on-item ImperViou surfaces. and f4 `change to rUnoll:'a the drainage pattetn'on the site, it 1s agtacftrated that drainago requireinents of the 'Butte County" Public Works lidparQ*nt will",. pmt i I ga Le' any eaves a Itivacts how ,. nerd"." for Ott -site suttate drainage x .'. " oral age improvement slandarils `are` anile ipated to.rtiftTglo any irnRtovements.lndludtngvegetationretsio�tal, c adver3eato tS of th Dropasud drolect an drainage, channetazatlon or d0i t instaalat1aar , r4 Eatx oniri ntal ; checl list * 18valuatiari at Erivizonn' ntal Ilhpa t d Altet-atIons to the course of fibw Of ffoodx � ` . Theprbpgsal wItI not .sIgnlffcon tIVA1fect Any. Ifadd control 4honneIs Walet3x l Or WatercoUrses, rr Changes in .tteeamoUllt of sutlace Wa,:ter iii any >f The proposal WH I hot affect any watercourse, ' waterbody2 ( pisahatge 1rrto "surface Watts, or to any x The proposal will not sigrj(ti'cahtlY aflect surfecew`ater gU411W. altefatlon of 11 3Urface hater quality, " I ncf Ud but aturdK disspfved okYgpn'lorlitprbldTts3�teirsse ' y , �. nfl'er tiara af_ the dt,rection or rate of, Itow I. rite proposal w{II ndt affect 'Ihe dl rection or (tow of ground waters. of grouted water37 - h, Chang e In the:4Uanlityor gUl;iltY of;9rdund' x _ The pfoposat �vtll Prot effect. lilt, ground Water. ,. waters, either thrpu�h dlfetf additions or withdrawals,-of tlifough lnterceptlon of arl aquifer by cuts or,excaystlons i Redu+rttan, In the amount of Wafer 6tijerWise The prQaosai wiII clot affect any pubtib water tuoOl;y, available for pub IIc water supptles3 R j. 6X065Ut0 of poopIa or 9 piopetty 9 water ' �, � k, _ � The proposeli will not ekpose [peopfe �.or orboe!Iy to flooding, ,t related hazards such.as Ilo4dfng i' 4. PLANT LIFE.,: 11111 the ;propose result 01 suastaptlal. a. Change ih. the diver$1(Y of waclef, or R The propb5a1 161 1 not af1aoj slant I,fre becau3e the 'site �ontatris number of any spoafes� of ptaMts t•including no stun ticant"plant life I . - trees, Sht4bS', gras;', at ops, and. aguatla � 1 ts, Reduction of t;,'re numbens of; a'rlY urilgUe, tate m DKK the slate contalns no [ares plant or epdanuefg d specids of Tants C, fnlroductial'ot new species of plants Into �arrler 1c The proposal Will nol;�atfect;exlstiny plant :lCfe, ; an ar'ea� or Thr a, 16 t e ,norma( renlenishmentol existing species �� d. Reducltbn IIf atrf$age, of,any A#,(10ltufa) �i rho silo duds not 0,ita1n anV agric4uttutal ,:crops and is Otesent`ly, cropz dv Unde(gped rand, .rMAL �. .L.10 t wf"i'f 411e propasat re;ut tin l sunstal,itlalc change Tn -tic dtveI ty, o spettes or k,� l us' e.$Ite'doe of r f a d'a e The` proposal wi I I flat a,,lect hems .1 i b C th �. n is numbers of anY Sped Ie of anima4s CbtrdsI,,' support signttltant t animal ll;te qr hab tate land;atl7mals;lncluding teplk,tes, ttsh and >. shotttf5h,beY'Ith(o0�gan(SIUs,or.it�Sflt71s'2x ., it' I)—. Reduction in life numbers oI any unioUd„rare : X 7hd stte cgnlains �hb rare.aniIra l•s,. p or enrit,fl„gpted spec1es. oI nkt7mats# v c. lnttodacfiian'of tlewspedies of an mats. Into x � the brapo$at willaffedt 4kfsting'kill ICnaf;JPfo° an area, or 1'n a barrier to"the miatatl,on of mowemertt b'f anrinpist of exis'tft>g fT:3h orrr(?Idilte Tho ti`;te contain$ np$igniTleaht ivildii,fe_habila'tl habiiatfatton rr. NKersE.�` weft ;the piopi5saf`rostiII 9n-substanttit. 1�f a.� increases frrklstillg hot se'fevefs' '��(he proposgi,wlli riot lesui'f in a sutr3tanCiaj irsdtoase (rs aotsei created on sfte or, In the vfcl,nity . b, CyOsure or people to severe noise .Ieve is' k The propgsai WiII not exposepeople to severe nalsE levels, 7, I ANU CLARE. WI the proposal produce: - �.. ?t The ptopOsal will re:sUlt In a substantial increase in tight or gtare slgnr �scanhi"and glare created on sfie br inn the vtcinitY;due to t1e lighting re4uiremes tar pubIle 'parking areas, and general commercial tacitr� ppa' w{oti 011 x162 reduce {fare Motorriststtpay0 1 i g Statle NJghW y tlo a,IeAs . i thin sIOnIIIOnt JCVeI. a r srs� WiI the htoposaI result in a 5utrstantlal x 1; proposal will not Oiler the land use in the area, p esenl Of plattned land. rise of an a crateon of lhe' r � ai eA,� 0, 4A'rtuxi aEsO Raes,..• Wl t i the prpposaI - twirl t lit $t�a'ant r a I t'r a, increasd in Ilie talc of4LV%e ot, Any natural X - Tile proposal Wilt 00 61 feet, any natural resources. z; 'r•escsur,ceST b. rbepletion pt . any nor-renewable naautal x The'PropdsaI Ail not deptetc any naturat- resources. tesoUrcgsi ,, twr.RISK �17o tPt&tPt&'. WtII lha otoposa.1 iAVolve. 04 A ri3k or expJOsion or release of hazatiiou3 _� X The 0-60004 Witi CI#t involve the use pC hazardous o}oferlots. subs.tanres (tatctudi,ng. bUt hot. IlmlJed to, oli, pJt.IdJdesfi themtcals or radlatfon},,in the. event pf Ori acoident or uPset condit1ortsr b. 0,Oss,ibie lnterference wlttl a6'16nnergency' x 'The pi000sal;�wCll njot affect any emergency, 'se"rvtce5, tespons-, pian or emergencyevacuatlgn piani n it OOPUa-X00N. Wilf prot sal":a,iCer location; X 'the prdposal' Will nkSC Signi'ttcanlly At- fW the popuIattdo of the •Od distnrauraon, density of grin rate, of tae human area_bgeause�tie proposed density does not exceed tttatularmed and poputalBonP hein9 devefd,Ged it, 111e at.ea Will tl?e,prppo5al arrest eXtsting h6 U5lrlg, x_ The p`topo5iii 'Wtl l tisit slgnitTcanttyattest �hau5fng' denand, or o0�!eate a demagd•tor addi,tktasat ftattsin9t 1 . 7RAN5PQR��IiiON�GIRCUtATrbN'. YRA"t} lhL"Propdsa[_ reSUrt rn: a. � nerationol,su_bstantiat atii>itionatveriIcl;e k 1hepPoposat �Vlti Eptetent an incrementat Irtorease iri trtt(Ie In the pwvemeritr `� �'�'' � area,. The profttt site Is serviced by State. Highway i62 and KeJfy „ Ridge }load. State:.. lghway t62 is cUrtent}y ezperiencl_ng heavy tralfJc.cohgesilon dire to stltiurbah IgtoWth,' Trips genaratpd by, the proposed PtoleC� +vf•II turther a Ode" the ek}sang currying''capai� ky. of state s62.. fesUttfng• nt a' rurthet' r�eductlon In the levet Service. .1119lIWay > A tratlicr• study Was conducted tor" that ntoicc w CalTtahs ha`s accepted one access point onto Highway,�J62. Tri,Js ascii; ' will occur d)ret,tly' bpposttd'the access ko the Cots ratai cater across the highway to the 4wth. Aone ftl fool -aio access sCRJ,p shalt b rQeu.lred•aton9 rtigliwaY.. #bT for atI Other oL, lots .port�,oszs J b, ir.letts on existing pariring tasiCltle5, of .' The proposal Wlutl not attest' pattfin9 because the Ptoposal will Have d@mand, for neW parkan5 to comply WI tli^the parking requ(rr me,nts, contalited wt thin putte Cotint �dde;'Sedllbn:24-35. e, tubs `tanita1. Imp�ct on ext�stin 1 The proposal tVtTl rup'resentan increase'Inconges'tlonandmalntenarl q _ trahsporlatl'ai� Iviter,15I tequirements on atea� rOads The appl}cant rias signed the'Ordvttte f Ara,varflc, Atltiotion A9tteaw_n.t, r ti, sign ttlcan t`ail&A(Ions to-presdnfpatterns Thd proposal Wjit rlol 0110 thr present pattern of circulation ;In of cltculalIon or moVemenl of people and/or the area, goods? e, Alterations to Wa.tetbofne, faft or airx Tile presoosaI W111 not affect railor alr (,tarflcq'- tra lt1 c? 1. inecease Ih traffic hazards l�o motor x tic propos l wllf result to an lnctemental Iticteass_e In krgIffc and 1'ehi;cles, bicydii S or pgdestriara5? related traff haiards �n the a(ea, ImproVemenLs pet the tratfit 3ludy and caiTrfins W I I I rdduce v0i lc hazards tot this 'project to a i9ve1 of insignifidanc`e,. 'MAIL Ic srayICEs. Will the proposal have an effect, in. upon, or result a need for` ;tiew, or A11,06 government s'crvtces; a, t=P( protea ions �r -. T11e proposal wl 11 'Mesut t 7n a tntteniental fncrea a ire ,#sand- (or (lie Pratrct on In too area, b, o Ice prrrlee,146 I x fhe proposal wii i result 1n a int.(einental 'increase ,ip demand far Oafice pro 10,in:.the area, which Will be mitigated by payment of _ dIVaIopment IrMadt °(ee for Sheritt''s facilities" pursuant fo the + prdvlsfons of chapter s ArO41t 11, :of the`autte county code, c. schools1 _°x the p(oposal.Wilt not (esul( In a incremental increase Ingdemand for s cllao l .Services 16 the area„ if Pars or other recrpatlona,l lacllllies? x.'° Ttiepr.r osat wllf not tesuft 9na iricrementat increase Iridpraand to, park and tecteation "factllt'les In the area e� xraintehance of pubi,f.c tatitJlte � i cfuding' x .- =. The proobsaf wlIt re'tult fh° a inctemental,tncrease: In 1he'nee, d,Iof roaifS? maintenance of toads and other putai'fc tacfitlfes 11i tha area. Olhor 'novefamentat 'services? x -:- The proposal gift routt in a. tncrei stat f"ncrease :in demiW tor all Ctllt;f goVer.r.mont,#f% Sety.1ces Jn1 the area. =, Is. sNErtC�, Wil'? the p[opozal, iesuft sn, a. Use' sol AM,tantIit t amouri�is or lud, or ?t .. . xhe tzroposal W1 11, riot. trtifi�esubstanttal foci vi energy, ' ener§yt b. 5o�rcesll at:Inc�nergy�ndeomndupon:eXlsttng' ��. x t r allergy. II Tile ol_ osal `wI' i not subs Iantiatl�y rncteb a the demand to tequlie the ; development of dew.sources of enetgy? l 1&, trrrLI IM 1111 the propos41 retull inA""'Reed [tor nes systems , or 'tubs tantl4l atteratlons-'to the folliny:: 'A Power of natural gas? x The gtooml,' Villi riot afteGt etectrfCa.i'' tsOY/er or natorai g9.S t:dfstributiansystems, b, ccxis,trlrlicatioris "systems? The proposal 'velli not altect 'cottraUn.faat'lort;systems; o. va Water al(bbflltyT , X rhd,Rl'oposaf �WftC'iliF� at"tett pubtJc`ska"tet 'syslemsw d, Sewer or septic 'sys ern;? _X The ptoposalWitt have to meet 't,hel tquitemenls of ',1,116 autte toun,�y t=.nvl r onmenlat tiealllt oeOt. e. Scatter Water .drafnagOT, X . Tfie proposal iWit have to provlde a pe(inanenl solutkon lot sirainage. .f, sol I Waste and disposal.? .' x The o;jopota'I; wttl not iatI6A $olid yvaste dl,toosal. ' r i cvnmein ax .Checklist gya!Uatiau Of Environmental Izri�ac wilt :the pr000szt result to X The proposal wttl not create ally heal Ill hazard, orea'tlorp dlt an9 health hazaro Cr potential hazard ("Cluding' mental jj.eai111)i 'to people tb potential hoaith x The Rraposal Wit not expose people anY health hazard. b tposure aJ'. hazards x 'hd. pr000sal wit not result I an aeslhetical1Y offensive, 106w�a Sq(pTICs. vtbll the ofopasa7 resell in ttie IY becpuse it Is coo' si tent with strrroundl»g :deVe(opfienl. p }tRectlon of anY 3enlc Vista or vlew open to pubtic, br Wilt fibs ptaposa.i_ result in thecreatloh pl of alt xesthettcaltY oftensiVe site open' to the -. puhtic w'IeWr rtY:�YE I1aN. ''Will the proposaN result to an�lmpa+C - The proposal'�W1II not result r@creat.lon Iact IiI10 . In all Inctcase In demand tot patk and ane...quaIrtY' oY �quanYtlY bt existlrt#t Pon ra reationa oprJarConities so.. Clfl.TtRAi. rrFSaR(E%. 1vii,f thept� oral t'esult In the atteratioh k: -.--�- `'� Tile°`proposal is jocatod ,tri at sens.itIVIIY, an area Identified as having oA A retards check was conducted a a a p aF ecstruci.ion of r'oh s(or I or 1 archaeologl SY Was not requ,lrad, prVe arEhaealg,.ras sI6;eTrlstorlc t wtrl the=pt.4poSal rasutl iii .fdY.etsaPIIVSICA 'I X The`Pr+3Posa� wilt not alluci hliitf�;c Sites. q, of aesthetta a(iects to a prohfslbrlc or hlslortc bdlIdlnp, strfdctur,.e or ob)ecIt Dass Lhe Proposal hate the potertilal tp X the:'Or iosal wltt not A"! (do( cultural r.esouices, c. cause a phYsIca) charas mhtch would attedt l ��' uni9Ue ethic cultural aluess k The pra{iosalvriil not affect Cellgraus resaUrces,� � t� d.the` bropoi�ai test let eXistI Ye1't9141t . o! SAdr@3 '-u�e5 WI,1hitW Che "� potentlAt Impadt areaz r i Eny to tiiehtai Checklist. EVa303.0n a£ *i Envsxpnta-j -,IMp rf �. E GGESTED MITSGATIOMI E.�SIIi2ES #. ACGOS'Sr rsrlto Ntyhwa}r }62 slial f be llml Led to, a pofnt directly aeass the' access to the sht>ppirtg cepler to the SOU tti. IrrproVerfzpt3 shall' brT required per Ca M ans standards, 2, h anU 0) foot no acces$'L 000, shat t be placed 'lona the south!rern oroorty ne .of lots n�a, except Ret the one eperrsachmanC Roitit state _ d In mltrgatloa s t f'face the folljowt-ng note on the .prihal M., or A ad'di E fortAl map sheets•.- The apptfCa/it shaI f pay, the deposit , of requifpcii fees to mtllQatc tfartic Impacts in the jofcriG•irUO area per the st9ned agreetw t prior to�Issuance of buirdthg i •'f s rxr x'r rt a rata .' the kg,i * 'Evaluation of Env Anmerl,tial DATA SHCLT. A, Protect rksCY12t1an nioiogicai rilvironnenl: . i. Type of.Projdct. Tentative Parcel Map a, Vegetation,NafiVe grass h Dalt trees, Z. Oftel Description; (d dIV(dp l .t'S acres {q crtai 4"rtaxGels. - 9. Aildt(fc 11.61 taC: Sma1`( bl- ds and anlma(s�carm�ti:to yallCy grass"lands, Non-critical Whiter habitat for the doer 'herd. . location. Nor Uses # .corner of oligo MvY. &"lccilY Ride Road, cxiltura) thy 1roriffkm 4, Oropos,ed Density of bdVelopment' NSA, - ID Archaeologleal and Hl3tot k&I RCSOUrtO (n! the AiCa: N(gIn 5v Amount, of iraperrfous surfacing: Ove, sdn3itiVlty area„ 6. Access and Nearest public RoadtS�y� � h b ka'I ty kfoi o it. nutte county p neral" Ptan designation. eortmertla'l'. Roatl E9f0169 Z.oriing Method of Sewage W$Posai; ,Laic of ,IAreA Puts)Ic U((IMe"t Dtstrldt, 13: ',. r%isling'land Use orl5l le; ,vacant. #4., source of tritet, -Suooly'= OtOk1le wYanitlllo" iC►Tgallan 14. Surro_und(ng Area: a. land uses: cc>m�cicial t:'Residentl:af« bistrfct. b,ortfng.-i, R1 « Rd pKG.. Ar I,roi(la+fty of IWar dines: T' faroperty, c: Gcn, Plan t)csignalion: commercial, AgriCutllrrat ReSidentla'l. Low Density Resfdential. PatentIai tot further, t5nd dtvlsions and deveioOmnt: Mdbr d. Parcel Silas: t acie to 80. acres.'°" existing z oni.ng flatter dfvtskon could,oecr(r, a� PopGiationr.. Rural,. . Fs ,vrnW'ioruraenlai.:5eltin9"` �: ts.,. Gtiaractcr,ol,site and Areae` Ural.: Ph vsical rnyt"roriwnf_t 16.' Nearest Urba h Area: Ord le . ' i. ' li, RafCVanl $phCle5 of �infiUCI1de�` 'tot 064 ` General Topographl.c ctiairacter:, ,eGei a. Genera, 'urban,; b." Si apes. -Level t lmpfdvcWnis'standaids urban Area: c,� f CICVAtloas. '90 legit above sea leae� d. Llsait'Ing� Factors, t�nq •' � 19. FlfePro tection Setvice: a, Near est county,( late) Ffie.stalicnr Stailon A 6-4 2� aoi is types and c aradL(dttSLfCt: ,Afkerl dIaV Loam:' apprbXiinatelY � m.ifes. h, water Availability- Fire �t )dram b. Ling PAC(srial9ox 3,dtl, then bedPock. 201'.SCIIcKas In urea tSroy(ite lelfi) rY Union schbbl z, tura.( O Dl Sirl`ct. a rtid: kez sanMadesata,'Earlhqu aku In(00 tjr zone +elft b, '' Frosjon aotenttal : •N(��� c, -Landslld� �otentfaf. Lo+ " d,' �fie!tia;rard; t#tgh', a, EXpans ve so'ii Potent n l`hW, #, aiydroiogsurf'ace 4sater. None b, Ground rrater�s Unknown„ Cx Draiflage: charactef(stlC3' Good. �_ d� iutnuaf Ratnf.alt (normals: 'a9 fnphgs,per year, c, t„imfit,i"ng �aGtors: Konz. 5'. Wtsuai/scenic>Quattty: Good. � �t G, ACOUStIc Quailty GOod. a� Air QV,at(tyz ,Goad. &m,t durtoo periods of sta'9rian't,V..Iley �ru- . -7- 4nviironfawitAl, checliaist i vdl 4tion of Envirorizi ental : ]impact EWIRONMENTAL'REFERENCE MATERIAL 1k Butte County Planning bepa.rtment. Earth Uake and Fault Activit Ma 11-1 Seismic Sa et E ement. Orovlkfey CA: CH2M,H 1977. 12. Butte County: Boat of 5uperVisors.._ A"ricUlAllraI fPees�erves, Ma established Reso 2« QUt.te County Plan,MIng rJepartment, i_'i uefaction Potential' Ma 11 2 Seismic Safet.' a ut on No, 67-9 8, Orovr; e, CA: Bu to County. P annjng Department; 1987:; ement. oroVi I le, CA: CHU H I I 1-,, 1977 i3. r Mood Nn ran ancderal nsu19 �. County Planning'department, Subsidence and �nd,lr de Potential Ma 111-1 Safet Element. eFatet Insurance Rate maps Federal Emergency ManagemQ t Agency' c' g- Y� 89. ile CA: Q12M-H1I 1., 1977, 14. USES Quad Map's, Oroville Dam"197,0 Butte County planning Department, Erosion Potential Ma 111_-2, Safety Element,, Orovic I el, CA, 15� Soii Ma ciiieo 1925 proville 192b I� Area, CH2M H1 1977, un to Stat a es Department Apr I- titre. S.. Butte County Planning Departmept.. Expansive Soils Ada 111 3, Safety elernent:, orOvi I ie, CA: CH2M 1.5. Soii Sur.vev of Chieo (1925;IOkoViite II Hl)��I X77 1,-926 Area,. United States Department, cif AgrJcu Lure. 6M Butte CoLtf7t,Y' Planning Department. Noise.element Ma IVF 1 , : Scen lc Highway etemerlt e, CA: 1� g Partinent, Butfe' Deurisdictrons _ _rovr CH2- M Hr° '1;, 1977, CcSUnt�F_i re Prc� Faerlel..toiestMaPltecrn tron._1 an T� Butte Cddnty Planning De artmen;t SeenI c Hr hwa s a Scenic nam Butte county fire Department an California Department Q1 k` Forestry, 1989 Hiohuray I"ement 0�, CA t.� 4r CH2M Hif1, 1977 ..� -.-1 8utt�e.C�runty P(�,anni'n.g Departmenaw �latural Fire; ' ' Hazard cusses Ma 114 Sa,fet Element.,, 0 r ov� 1 1 e, -CA, CHU 1H I 1977 9, te County'l?lannfng Depa:rtmen't. Ar'chaealoeical � Ong i trvil Ma Orovi i le:, CA;: James p Manni,l 1983. iU. Butte Count Planning bepagj- rtmeht. School District MAIL Orgkife„CA 11� Norttweste;rn DIstrltt. Departtent of Water resources. Chico Nitrate stud Ma Nitrate 4h. Concentration An Shallow we 1, 14.:T Me Resources Agency, .'tate of Ca ornra.t 1983. .v Mardh i,Z, IM Page 2 We have a number of technical and 7.c ig-term imp'roveJOBnt comments on the traffic study which vze will send directly to Mr ' Speer` at a latex date. A copy X00111 be sent to you and: the ,Butte County Department of.Pub]is Woxkts., Siziderely, JOAk M. PONTIUS, Chief _ I fie Trafc Oprations " ; cci Ed Speer`,.'P.E.' Barnhart�'Brown ,: Assoc.. P.O, Box 1576 Oro-,aille, 'CA 9596 v'�illiam Cheff Di.rector, of Publia Works Butte County, 7 County Centex Drive oroville,, `:CA 9$965 :BettyeKircher 'II Planning Directo% zuttia County 7 County Center'Drive , bixovZZe, . CA 95965 N r �? AY z r j ' I I I I it " dl LLJOORNIA-Ot, RE30URCES" Al' PETE VvtIISOM, (owner) owner) 8tATE OF CALIFORNIA COUNT Y �OF BUTTE or, 1,99%--before i:me, 'the, undersignec 1, a Notary publiq in. ad "for the State of California; personally appeared personally Xhcjwn to -me". —sat--is-f a-dt:ory--evl-dende=tto, be , the—iperson (s) whose nates:.- are s bscr�4ed �t, thehin and ack that instrument acknowledged a they e;ztlt the,' a e. WITNESS my hand and, official ant 061 Id pra visa "WAS, t)AWFL:F,HUNT , Signature, NOTARYp' euPOALIFOAMA Uily 4. 0 . Name (Typcad, orPrinted) in M traf f aV or 1, c APPeNPIX j mile '140.1 LOO No. AP No. 669$90-007 I. BACKGROUND 1, Name . ! Proponent; 'Hal ama`f :. 2'+. Addreas of proponent; and rep,resent.ative t1.1 aprl,l!'Cab(e):. P.O. Flax 6365, F'Oisom,: dA,90030, 3. ptoje,t descrlPt(on; TentatlYe Parcel Mao to divide 16. 1,5, acres u to create A parcels. r w vEs rtAvrrs ran- DISQUSSYON" OF: .ENVIRONMENTAL EVALUATION 10MATORY FINDINGS OF.STGNIFICANCE' 1. Doe's t6g project have the potentlal to degrade the 7t This proposal w(.II not 5190111 I ant'i.,v degrade the envlrarx�ent� quARILi" of 'the enit.l-ronment substantlally reduce the habitat fish' - of a or Wf'(o.ilre ;pedes, -Cause a itshor w(ldllfe i5opulatlonAo drop below sell- sustill threaten to elfm(riate a plant or anfNaa,,inftyR reduce the nuirber or restrict the range-af „ ,t'pi or _-endangered piarjt of anima( or ellminate to ortant examples o1 ma, or perjgd5: Of `: ca+itarnie t(tstori~ o PreltistnrYi'. t Doe's t'he prolecf have the ,patent la( to achieve short -,term benetits to (tic,_detrlrre'nt of long-term X Thls propo"sat WtII not Impede fang=term 'env me zt�i's. " environment goal sz fA 'short-term lfrpact' on the eny rr'pnnenL s one which occurs to a relative Y brfof. period o! Hire -White longterm Imparts Wt l ehldre Into #hc futttre.I 10, boil the ptoJect have Tract µhick are Ind(Y[duallV x . This frtaposat may have, a s(gnlffcant' cumulative (r4a4 on the Iw-lied but rumula'tively tonsiderab.lel (A,prolect: envlironment, mai,- lopact oh' two of more separate 6fesources where lhiw impact on each resource s rejatlVely 'smal]; ,l bw where lhe df feel ot- they total of those., jatpact-s- on (tie env6priment It, s�gnLticant.)" a4 Da+::s rile prolett have envi onmenta1l effects WhlCh, x. ' Thlsprdpo�a;i Wifi not have,a sign ticant adverse, ettect wa,hurnzn wi(l :causo subs tapt'(af adverse eNiects on human, belntt's. either d1toc;tt or <,indlrectlyq ri DFTNRM`CNAT±6' Cn the al a U h o t +s .nttf ev (at I on. ; 1�IjYE find the propos'eil'project CCJJLUNDT have a sfgnfflrant effect On the environment 6Yid a NEcAtNE;DECLAAA'Cl(1hi-W1li be,orepareii. IIWE find that'although the•"vopcfsed projec[ bOULD have a sfgnif(,cant effect on the enUYron et l', Chet" wlII not'be a si n It et ect 9 ( f in t is 4A c- because„the MITI GATibr►,AEA5URE5 descllsed on the attached sheet been added to inti project. A NECAT OECLARATIW ( I be ff 4ave t Y ON �.ptcoale lr , IIWC 1(nd the ptopos�ed orojecl MAY 'h, a signlf It h,( effect an Zhe enyft ��onment�� And ah, tWIitotil(EN 4 IMP�bTR�P�tT is regUimd. E, r Aw�il Ef) VA'r. . Ali (( 14 . t 94 ay : RCVre d by y ealst * Evazuatan of EnV ©inmerial Cni i a;roumr3nta"t l Zmp pct IVB ENVIRCbNMENTAL IMPACTS . 9es auvnE► o T)ISCSi88ION OF ENV1R6kvvP1'T�L VALiJATIO><rT I, EARTH, Wi`1 t the proposai resUl t I SJ�gni I Ican(. � M. ge0tatrte earth tqur tions, <Ir changes In geGt0�9ft SUbstrUCti)res? x '"'o pr"opo3aI WrII not affect subsurface earth conditions. b. Dtsru,vtdon, dfspfacement, Gornpagtlon or crydrCOVeO ng of the s01I1 " ---x ?hts P>'oposa( Will result 111 some .disruption, dlsptacement, r,ornprictfon oand overcoverinp of t` lopmeht be s J to -a5 c redid i Of, det�e is'notUctot arkin9 areas,. etc_ h�rtever this s 9tjtfaYs.,,an s Impact c., change .tri tapography or 'ground surface fe(fef teaturest X The proposal' not affect Topography because the bu7lifing 'site is:nearlY d, DpstruCV1on, Cover rho Or fiAlfita'tlonof "Y Utji qu` geologic or phys'c!nl re lC° J I,evet,� The s I td has oa unique "ph1`sldalfeatUfes e^ it(crease Ikti grind of hvater:`.efosiora of $oi 13, t r el het br af,r sfto? x -�I ,' -� : iht` pro ;A wl I I not cause eiosi'on, t t, changes In depostlfon of:,ros)pn of beach sands, of changesfn s'tl.�altos, deposition �� X•'r',��. Th, roposdf wlii 'sol al(ecl,any 'Watercourse, or erosion which Wray modrIfY tthe channel of a Ovet ar streamor e bdd, of the ocean,1f, nbasY' inI'd f th g, �ps$o;t Cake? ; o prime agt7cul,,lUraHV, rirodUctive Sol fi. autslde dds"rgnatd•d .Urban areas? x - Xi Thls sat does not rupteteht -,a significant toss`- of Ime ptopo pt. h. EXFhsUre of people rr ttroperty tq geofo94c haardt suGf) as ealr iipuakes, lend3lltles,he' ,,� x If 1179ricuitural soils, If of tlutte count. Ts In a Modena'te rartlquake ln4e sit zone Yttt n mudsitdeiM ground fJailUrc or slmidar haiardst ii;'` Sub r Iritert.ed/concealed fault assoclatedpwlth the c'eveian�iHit is �auito !I conslrUctian of bUi((dingsto untform euI'Id(ng Ctide standards.*Itl provide atlequate protect?on to occdpants in case of z. ALL WiII th er otsosai re u49� 7n'substa`ntfal i j �f seismt,c actiVi' Y^ $. sir, (Wasslons or r)ete�riol'atton of ainbieni V, a�Ya&ity? �� :��iii i The 'proposal will sat aflsCt AIr quality because the, tncr ase t`n the The creatton ofobjehionebfe� i�� nUmtser of Vohlcletrips isnot signCticant, odors',` Smokd or I mess, ti The 'proposa'i wtl l .not cfea;le otFjec.tlonable odors;` smoke or Irares,w� c, Afieration -of a4'r tiovemant, molsturc, or, tetperttrire> or ani chahge in cllmale, �-- , it .iC -rhe�`proposat wIl) not afteai the aitnospher-e, -ocalfy sst ;regtona6 ,Yi �lt r ivATE W1II the prpposal et►it in substant(alr a. Changes In'� cUrrerl�5. br The course Ol dtrecttoo o►` wate4 moverients eftder �i�l The proposal wi11 not affect anY'"wr4tereoUtse, ,in mart,ne or, I,tesh Waters? dhanges In a6,sof('itlori, r"ates,, drainage ' palternsw or the tate antl:amount of surf'a'ce i° x The ro os P P al pi ay resUlt an (ncr;ease In sUrlace; iLatet;.r�unol"f to (poor I, ��,� tedUced absorption from.Impervl,pU"s the drainage pattern oft 'd surfaces, and to a cdt e,;�in the site It Is, ant'cipated that drainage iequ'frements of tf1d Butte .�CoUhty qub4iC Wbfks:'tsepartment rrt.ti tot t, to any :adverse ImpacEs, c> Need for off-site surface drainage improvements, 'inCIudl'ooVegetatfoo...temovoI _, _� x brainage Improvement standards are altticl aed't adverse affects D t o At tigate a} ctlaiYrlettzt,t'Jon, gWyett :Ins°talIAtIOnP �� of the proposed p(bit t orr drainage, e, 3 d. Alterations'0 the course of flow of flood x The proposal will not; signiflcanliy afleet'ny tiood-control channels _ watew or watercourses. a_, change in the amount of surface Water in any x The proposal will not affect any watercourse. Water bodyP, I. rtischatgo Into surface waters, of in any x The Oroposal will not signIf[ anlly atterl sur lace water quaftty. aIter ati.on of $urface• water qualltY,' including but not limited to temodratWe dissolYed ox geh or, turbi"dit t g` �ttgroundnwateTlsz'ditectioh�ot r�ate_.of IIoW ;_ s: 'Tho rtlposaf Wfif p nd;t afldetthe dtrectioh or itoW of ground waters. h. change In the quanIIiy or quality of ground x The proposal will not effect. the ground waiver. waters, either through direct additions or wl'thdrawals, or thtough interception of an aquifer by cuts or.excaYatlonst . . C. Reduction in the amount d1Water otherwise x '. 'rhe ptoposalwill not el'tect any public water supply, ave i'Iable '(or pub(Ic water supplfesz j. Exposure of people or Drop'erty to 'water_- x The proposal=Wfii riot expose pdopie.rir property to,Iftoding, related hazards such as 11oodlgy a. PLANT' L1FE� will the propos�I rdsiuft to: subs tan I I a I; a. Mange in the dlvetsiiy of species,"ot' x "`rhe proposal WiII not affect 01 ant',itle because the siker contains ' numbet of any species of plants (ifici_udind no st9rlifIcar<f plant Ilio, flees, Si1tr16s, tjfaSi, craps, And 'aquatiG; . Dlants>r b." Redaction of the numtSep"iof, any unique, rate'- s. The situ contains no rare p ants, 9 or, epdanheted species of pfantst c. introduction` of 'reW,species' of plants Into x The p'.roposAl,4wlil hot affect ex sting pfantfIle, , an area, or in' a. barrier. to the notma6: tepkenIshment of efisting peclesx d. Reduckton in acreage df. 'any. agriUilrfat,, ,� The site does not contain an'y agfl.,CU)lUtal' Crop5:dnd js_Ipr6"enrk`j crops undeveloped land, s. k4lMAt LlVt. WiII the propas,al' fds'utt . fr su s tan ra r a. change in the diversity, of species, of--, x The proposal Wi,lt.no t anima( fl,fe bpaaUse the sftea-dons not., r; nbtibers of an speF(es of animls (birds,:_, suppott stgrtillcank',animat` vile or I hoof tat tandanimals ,ncluding reptiles, ish and - shevilkh, behihic;ofganlsrns or inseots)? 9educt466Innthe numbers of any unItlue, aato )t contains no tare animals, ` dr endangered species of animals?:.,, o.fntt�o�uatiol�of'neWs,pecies�.of animals tntd� if iheproposal�wiii hotaftoct�e�tistl,n9 animal ITl"e,' an area, or "tn,a bat rler to the: .mfgration or movement of animaist tetIoratlon of existing Gish" bt wildlife _ X rhe site tOntaini no sLjnif IcAnt, Wle habita.l.. habI00 rr. � riots,. lwitl'tthe propo'sat resu�l in` s,6bttantiai: �- a. Iacreases In exIstIhb noise Ievei3'x ., The',proposai' W1 I;! not result in a: lubsta,ntlal l�ncr"eam. 1n noise f r. I,.7i Tt7YltYteIltci1 ClI@CDCl sFY�.1i� 07! d �"rriVl TOt$ji'3Y1t1��' /r q. /' r' created on.stte or in the vicinil,y, b. : EX OS'ure t7 e I pe+s�i to se4ere noise leveli�f x 7he pfoppsa! will 'trot eicpose people to severe noiSe,Teve 'is, 7. trr}iT A.nrr ctulF. 4r91i the ptoposat Prod,lte $3sr�lircant-r�gn t and glare?,created xThe e praposal velli result Ilya subst,antlal lncreasa in Ifb4t-or bI.~�s,lrt� site or In they[cinity due to the fighting r qutremc� Cor publi public parking areas, and a genetai can`me,tcIai IaclIIty HoWe'er. It is anticipated that proper screening or �nteriot lighting Will (edUC0' glare On motor ISIS travel iing glate Highway 162 to a ll than sl,gnificant � tol a ttsr t�sr . rrif i the protavSxl rasui l in a substantia of the p�esenl or landed land Use o1 psi h n x _� Pr000sal will nbl aCtei the land uSc ,1R t`h The a area, teT area?; i 5, !LAI -Ill. Rrs"dEg. vtiil,:the proposal resutt, in su saantrat: a increase #iX'tCie tele• of use of- any hatltrral tessyrrcest x The ptcposa;t Will not affect any nalufal resoutceY, ti . , b. I>epletl'on :of any Aph-r eh6w1abI Pi ilaturaA to put k The-oroposaj will not depicte any naturajlresai3tces, to, ersx' oP the propos'a1 lnvo`fVe - a. A�tisk of expfoslon or telease of iazardrbs substances;(lncierding, but not i imi ted' to, The proposal will not Involve the use of liazatdotts mateti'als. oft. )ae ticl,dds,, cheinicais of radl_atllin) Jar the_ event of it accident or i .upset cpn�1 t i ons a b. f?osxitri. Ihtetle, ''' 'w"illi an Gme(`ga-trc11 re' P-94 or emergency evacuat.lon Ptxrttir' x The prosrosAJ will riot atlecl any emergency sdrVtces. ii, porutnTt%rr )V' 13 `the; Proposal alter focatfon, at sir p-i nfiorl„ deit5lty ox growth rate of the', hewn x- The proposal will hot signlficartfy,afitct the popufatlon of the Popolatfon.r area; because the ptoposed;'tfensily zioes hot cexceed that planned and being develiged In the area 12, tbtAww. vtltl the �Pr-oposal ltGuiing� affect.eitfstihe, _ ,�, ot• create a demand. ,tor additional housing -k - The Ploposhl; �a`ilf not sishl[dcant,.ly aifect; houslns demandf 13. Tit,Ws'PORTATICN Jct ricut,�rr'trt,: Will rile jiroposal. rests-1 rri„ mi a, center.atibnoi sut>Stantlal additional Wehitte a the ptoposaf Wlil repteseht ars incremental lncteasd' n, tratf c f" t` i t n 0b entI area; tied , ate Hl sra ' gh y 16tand Re1;lY roSta'te iNi9hhayet62Geds.�dur, RIt19e_ Road rently experIencing heavy traf.Jic c6rrgestion due to sbbUrban groWtl1.': Trips;.gerierated by the �. propased'project will further erode the exfsting carrying capaclty or state lffghway'962 resulting lr► a turlher reduct,lon In the Idvef Of sde'Vlfer.' It ,4 O'14cidated roadway/ (inptovement. requitement# sof the Caf ifistt to _oe ar-tment of �ra P T nsportatlon and -'(he sutra C.ountY public vtoiRs M)epartnf will mitigate fediate off-site traffic impacts. b. sff'ects apt eklshifig parkins faeifT;lies, or demand fordery patFri{�yx 'rhe Proposal;-,will dot affect Patlltig because the pfoposalwfti have to comply Wi7th theparkthg r.eQufrernehts contatned within butte•caunty code ,section, 244-3i� c, subs-tantla't luipt on e'kf3tln9 tta of tat�t,on sysl;emsr _ x•., ThepropOtalvtfilrepF83enten.lnoreasefndpngestf�snandmalriLGnanee. , �� re ui'rerrsert art ada' roads, a is r d, signilIcant alterations to present Patterns X The proposal will aot alter the preset pattern of circutatfon In of circulat.i.on or movement :of Peopid and/or the atdal goodsi e alterations "to waterborne, rail of air X The ;proposal Will not affect fall or, sit t[atlrc, tFall Ic7 f. motor,. increasest mot will result in"ah incremental Increase in traffic a od elattedptraf Yen)„ i, 4fcyclists orlpedestriatn iic hazards In the arca. r t4, PugtTc Swim.: wt I) the proposal have an effect t aheed idr "newor a teed upout,. or resu in government services, a, �ire'protectlan ,. The propdsaf will. result in a Incremental increase In demand for firt�prolectfon in the area b� aolice protdctfont k ,.._ The proposaI WI I I tesul t In a incremental increase In .demand kar police prateclIon in the' a'r'ea, which will be mrtlga',ted by payment Of development'Impact„.fee tot Sherif lis iactiittes pursuant to the . proy:lSfons df chapter 3 �ift;icle ir'of the Butte County code. schodfs2 x Thechproposal Wfit not result to a 16cremgniai Increase Ip 'demand f':or c, sool setvices In the areal d. parh,s or. of"her recreatione f IAC ilities• '� X The orop`osaI W1 Ii not result in a Incremental increase 10,dea0and tof "I n facilities 10:the areae parkand recreation e realtltenarice d[ pUbiJc foci fi'ties, including `” x _ The ;proposal" will I l fesult lir a Incremental increase in the need for, maintenance of roads and other put�llc lac(li tl.es In the area. roads? t. other goYecnmenta(-sotr+ice_st - The proposal wii( result In -a [herdImenta) �lnctease in demand far all athdf goverranental-SerYlces in the,aree, ts, eNt;X&. wi"i I, the proi result in: a. tfse of 'substantia'i amountsal 'rUp or' X The proposay - will not utilize substantJaf `fuel orenetgY. b, ener'':gY substant_'a PcfeaSeln demand upon OXistlh'g° x 7hc proposal• will not subsIantIall increase the demand idr energy, sources o1 energy. or requlle rhe devdlopmeot dt nevr sources of ener"gYT ts= rrirttrresttti the prdpoYa't result 1P a need' new ystoms or s,ub3tantl'a) ai�toratlons to the �- idkkwxing• ' of natural gad; X' ThepropOD3,1 WI1 I not atleat ete�tf ical pfriYer`, Or na�tUTal qa5• a, r�OwdT lo ti> comhunlcatlpns systems? in: 'rhe proposal wi(-( not affet;l communtcation systems. c. water ov'a'l [abP I (ty7 ' k" � The proposal Wiit not atfoet pi'l c water`systems, 1 d« seikeT Or septic systems# X' Thc'aroposal t�P'il (rave k0 meel thd'tequPretnentS of the BU(!eCc�Unt, �nyt,ronmentaP health bept,- storni water dratnager 1'fid proprJsaf wl i i have to,proYIdt a; permanent "Solniiorr face drai.na�gd,. f. sol�Id waste' and df3posa,tt� X Thelrsroposalrwl(( nol atfeCt �olltlwaste dlspo3at. t%. Husi�r� HEAc7H. Wi i':(the ptoposai resui t 1n. i vix�anra®n al Ciieckliik *-1avalua an '.of Jranv3 rainanaritai '' 6 �mpac"t a� creat ton of any health hazard or potential hazard fexaludtng'mentaM healthl; x The proposal w11I not create any'L health hazard: b. EXPOSUt6 'df PeopiE t0 0Oten taaf health' hazards? x,- The proposal WitI -hot a ose Xp people to anY health AEStE+StIdS, WilI the proposal result in the hazard, obs+tic, o(r*1I any scenlevista or vlewOpen to twee, pub.6Fc,"or�all1 the proposal result in the creatlori x 'the proPosai will trot result to an ae3lhetica(IY aff'enslve view because tl is consistent with of an aesthdticafly offensive 3jle open t0 the pUhtGo vieWt sUrroundfn9 development. re upereArMcN- triif :Che proposal re ull 1n,an lmpacf fie "alit:y dt quantity ofXlstlpg x:, The proposal will not "resutT I,n an increase" z idostal.opDar'tUnitiP32 in demand a,or alk' and recreatian"facal)tFes.. p t0, 1CCUMPAC RES"CSS , .. a, Wi1'_I the proposal .tesufiirt the a'_I;sralii>n haeofalcPslte�rehts'toriC or hastor 1c the'pfoposal may 'a tect arch eologl,cai suet, aor g b. 4rflil thepr'oposa► resul,j lnadveriphy3(Cal of aesthetic effects to a prehistnric. or x Pr oss wt The. I! not alfecl tiistorlc Ices. ftfs•,torlc bufldinp, strucCtitQ or CtrjeCx s C. Does the proposal" have the potefitiaT to ' cattle a phYsacal change which w6uta affect. = x rhe proposal WIII rat te3ourees, not affect cultu urpl9ue'ethn.lc cut lural yaiuest l dila the 'proposal restrt.ct exfstfng teligidUs t' sacred Uses Wathin the X The�prOpo3a� Y/IIl.nof affect tefIgIout, fas�outCes, oaten taC .impact areat I 1 b i .....m :: . . . •.: ,:.. I tfiV.A r712fi6Ylt211 'G'21@Ck3 is qn 4`fL x11V QYIiliAl3�1�. r1Uj53C� ' 8 IATA S DEFT _ X, Project tx±scrtotlon niblouicai.Enylron*nt. i• 7YPr of Projector tenlatiV'e Parcc( Map s, Vege"latlan; kJakiva & z, St let oescriplion; Ta divide 16J5 acies to Cfeate 4.Parc4alS, 9, grass Oak It2es_ wildlifeHabitat;. A. Location; t,drlhwest ofrter slnali birds and animals catynon to ValleY grasslands, Ndn-cliticat WIntet habil t for the deet herd cof Ottve RWVy & XCfiV Ridge Road, - 4, Proposed Density of Develbpment; .NIA, dilturaf EnVironment: s. Amount of Imperv4ous surfacing: "tensive, io, Archaeological and Histor'icai RbSburces in the area: High sensitivity area, 6. Access and tex.fesl,Publ"lc Road(s). 4izVe iVy.,A:KefiY lil;ilge Road, i1. nutte county caneral Pian designation; Cdtnmetci:al, 7• Method di t&Wjge DItPosaI Lake Ofoville,Area Public utilities, 015ktfct, 1z,'' Eiiisting zoning: C•-7, ia, Existing.Lind use on-site; VacahE. ai Source of Wald f supply; OfoVflie Wyandotte Irtlgat(on DFsittct, ta,. SilrtoundingXteac :., 9, Proximl,ty of Paver 'Llties: To proprtty, a, Land uses. ConmCrcial A Resjdentiai, b. Zooing, C-1, At. Ra, PAG, t4. Potential.Oar iurthet land .divisions and deyetoPtaettt; under C,:' Celt, Plan Det Ignati'on: ZdTmerclai, Agricultural - ResMin idential, Low i;esiden?flaI eklstittg zoning further dlvision could occur, d. Parcel sues: i act e to eo acres., EnVirc4wzn af-Setting '�1 e. Population; Aural. i Phvsi cal Enylrorunenl= tS.. Character of Site and Ateat Rural, la Yefra.in 16, Nearest urban Area. Drovtiie, CeneraT I opographic character Level 17, ReieVant Spheres of Influence: t)rnville. b, Stopes ;` Level c= Eievatl r; X900 leet above` sea lever d. tar' Imps yeraents Sianrtpr(1s urban Atear, urban; WriltjogFactors No, ne 19w ,Firm protection service; 2 SoitS a. NI earest Courtly (slate) Fire -Station: $lati.on >< 6a A. Types and characteFistIcs: Xiken Clay Loam, b. Limiting Factofs„- :shallV sbi4, then bedtock• ePl7rbximatesy x miles. b. ircater Xvaiiabilily Fihydrants, a,. I tura) HazariI of the Land` 70, s,Schools,in Brea; Oroytile Ibmentaty, t?nloh 5chtibt a. Earthquake Zones ModetatO�Eai"Ihquake'ihtenslvv, zone bistiict°. VIir. b, eYoston potential: High. i and3 s I'de Pa'tentlal _ tour. •m'Zardr d. Fire Hltghr e.�slVe So ' 0040:Sol olelitlalw Lo+v.. es Ftydtrit,ogy ` a� surface W ter: b, a Ground WAI er: t rn, c: Drainage cha'iacteilstics: r=ood.` d� AnnUal"Ratnfal.T (ndrmai): ao Inc ds: per year, e. timIt.4ng Factor§; None,, s. VisuSlltdentc'l2uailtV, Codd': b. F;r ACOUStICQuality. Good. 7. air,Erualttya c2?odk dXCept dUrlh9 Periods of stagnant vatleV 9 Envjr�niAen l . Gheoklist Eval>x;a aXon®nm a tit '7anpa t ENVIRONMEWAL REFERENCE MATERIAL Butte County PIAnn Ing. Department. Earth wake andard 5aiei ement. 12' Air otablfished bvl Fault.Activit Ma ill -1 Seismic cUlt�r�aI PoreserVesSA-- es CA: orov e, CA: CH2M Hi:l 1977, ResalUtion No 67- 8. e,- nrng Derov Plan n partmen`C. 1987. 2. Butte County Planning Depa'Ctment. Li'Guefaction, Butte Count y o1. 11a 1 Ma 1'1-2 Seismic Safet element. 13. National Flood insutan egProgram. Eiood orov, eP CA CH2M H 1977, Insurance Rate maps: eras EmeCgenc Y , 3. 8utte,COUnVI Planning depa:rtmen-t. SubElment and ►� anagement Agency 1989. La dslide Potential Ma 111-1 Safet E ement. 14., USGS Quad Maps, OroviIIe Dam, 1970, „ oroY_ Ie, 'CA: CH2M Hi 1977. 1az So1`1 Adap chico 11925�1Olov:i f le 1926 d. Butte CclUnt. pIanhing,,Departmen`t.. Erosion Sa.fet. Element -mac roVi (Ie� CA; Area. Uf..te states Department o 1 Potent'.ia1 ,�,ia 111-2 pgr rGUI CH2M Hi,1; 1977,. Butt's CoutztY P)anni,ng Department, Expansi�/e Soils '76� l'05)LL0_t6vj le Sog26SUArea.VeY of'Ur)hteo States Department of Mr ­111 -3 - Safe element. orovilie CA: CH2M', , Agcicu tore. H 1977. 6_ 13Utte,COUnty Planning Dep'artmeit• Pioise element a5r"ovr, e, CA',: 1?� CountvCFuri reyPrptectianDluarisdictiongs anc"i a 1V-1 scenic Hi hwa element. Facr it es Map._ Butte county,f7 re California Departmen of CH2M H 1i 1977. ' Depar°,tment and Forestry, 198`9 � Butte Coun>>y PiAiming Depai tmeht, HiatwaY Element. Scenic Hi hWays orov e, CA Ma1� V 1' scenic Cli2M Milt> 1977• `8, iannir Department. Butte County .P g M 1 1 1-A 8afet Natural Fire Element Haza'rd c.l�asses a orv e, CA: CH2M'H , 11977. , 9. Butte County plAnil. department Archaebto ical Sen§ I t I'VIIy Man Ot'(.,,r l l.e, CA lames PF Mann. ng. 1983. 10, 6Utte Gaunt planning Department. -School'_..District 0, OV , 11, NarthWesterri District Depar"tment of Water Resoifrces. Chico N1trate StudY.__tul Nitrate. Concentration ern hlow we s:.. , 1• a e;so urces: Age(lcy, State of Ca' I o.rn la, 1., , 4. a b y J i ;a i CONTEks ` PAGE 7,. Introduction 1 Traffic Pro ject-ions 4 Design §�,�eed 12 4. Capaca.ty and Level of '.'Service 13 4.1 Route 16-2/Shopping Center ` 13 -4.2- Route 162/Gas Station 16 4.3 Route .162/Kelly Ridge 17' 4.4 Xelly Ridge/Rachel 19 Auxiliary Lanes 22 5.1 General. 22 5.2' Shopping Center Entrance to Kelly Ridge Road, 24 5.3 Saddle Dzive'to Shopping Center'Lritrance 26 5.4 Kelly Ridge/Rachel 5.5 Design. Left Turn ;Lanes 27 27 5.6 Right Turn Lanes 29 6. Sight Distance 30 i. Access, Geometrics 31 7.1 Intersection Lands 31`' 7.2 Sistiiig' Intiermiodiate :Access _ 31' 7.3 Gag 'Station Entrance 32 R: Interim tmprowements 34 .. Sununary and Recommendations 34 j 1 1 I4 r a i TL:,zTSTETTQNS PAGE• ;. �{ x'3 gure 7, • Study Area 2 figure 2: Parcels Proposed for Development 3` 'igurel 3 : Existing Peak hour Traf f is 5 ;F�;gure 4: model Growth •'actors 6 ki gore Peak ITou Volumes ( Pro j ected j No Buil d A.M. 6,:; Peak Hour VolumOs (Projected,, - No 'tuilol P.1-1. 10 " ?,iqure 7: RecommendedDesign 37 %?a.ble lz Trip Generation : A Vable 2': U`ns ,gnali.zed; LOS: Rdute 162/Sh6pping Center 14 !table 3: Signal Warrants: Route 162/Shopping Center 15 Table 4: Critica'1' Movement .A,nalysi.s* Route 162/Kelly Ridge 17 'Table 5: Operational Analysis- Route 162/Ke11y Ridge 1$' �! Vablo 63 Uns gnalized LOS: Kelly Ridge/Rachel 20 Table 7: Design Deceleration Lane Length 23 'able 8: Shoppirig Center Entrance to Kelly Ridge Read: Required Storage ;Length for Rack to-Back Left Turns 24 Va.ble9: Scenati.os 1, & 2': Left Turri Lanes 25 T ile o4t.•Desxgn.Left Turn Lanes 28 ar1e 11:'Tntersectia>7 Lane Canigurations 31 �F I. r y }I All j APPENDICES PACE, 4ppendix A.: Traffic Counts` A-1 jpendix B: Traf f is Pro,- ions H«-1 A.ppendix.Cf: Capacity Analyses: Representative Designs 162/Shoppiiigy Unsignal.ized C- 162/8hopping, SignalizedC-35 162/Gasl,o Unsignalized: C-39 1.62/,Kelly, Planning Analysla G-45 162/Kelly, Opera J-6nal AnalySi s , G-55 Kelly/Rachel, Unsgnali,zed,,° G-69 Kelly/Rachel, Signalized 162/Gas,;No Shopping Center, Uns3.gnalized C-101 Appendix D: Capacity Analyses: Sensxt3.vity Tests �> 162/Shopping, Unsig. , Scei"ji 55 mph D -sl 162lSho 1n ,; Unsx .,;Sce pp g 'g ii. 1. PM, 55 mph, 2 ]anus E&W D-9 16/Sho �in Si .. Scen. 1 PM, 94aec. pp g. g r D-7` 162lS,hoppi.ng, Sig;, Scen.`1 PM 67 sec. D-8` 162/Kelly,,Unsig., No B1d PM D-9 162 /Kelly, Unsig.,v., No B1d ° A D-12 162lRelly, Sig., acen, 4 E!x New Lane Config. D-]5 162�I�e11y, Sig . , Sceri. 3 FiX 67 sec. D-16 162/Ke11, Sig..,, Scene, 3,pM, 74 sec. D-.17 162/Kelly, Sig., Scen 3 Pik, 88 sea. D-18 162/Kelly,Sig., Scpn � 3 PaK, 9,8 sec. D- 1`9 Kelly/Rachel; Unsig., Scenj 3 PM', 35 mph, ,anes EB ' D4 { r, AM vm lift AW !INN 4 IJ w .ti• ,4 ALodlrY.� V—'�ye,�f �1t ♦, yr 0ALTERkTE LOT' � i t.1Atp LOCATION $� r � � li+r 'riw. C��TO'Ip' fl:riWl - }@• on OWNER `APPJICANT: COOtN HILL$ bE:,v HA" IO?IAtt A'OLSO}t, C,450'L ct AP; 'I e, 1YATE[?: O ►YyI,O, '�I `t S1J 1Ei$: LOA ?u.1).' r AIC ERa G A F;NIGt`F.ER1XG AVE W++O(+5 GVtiOtlb0 ...� �..„ ti � rA ..?m,L_secu °� Id a R t /,PARCELS PRtPOS8M q� lIS. �4R bEVELOtVIENT 56 L FIG: 1 3 f r. V t � Y i •� iS� � � ty l .Y i1 I /\'7 � �l ��.� � ��F I rd W 1` u t o --`. ,r N 'n g iP Y l FIG. 4 1482g+ a ` UE3JECT' : Madel U,acE Factors _,' 92� 49 fsu�s P1A1ME raEE Study eAR rA�r�szzcawru Aar oCr, Afits ..� January°, 1993 408 OESC✓ IPTIQN^ eaO1Nr<n. 4K AVKNvaryCONeua Te �\ aoeq PA SATE alQgN1A 0001't6 dF 5H -E Table 6 Unsi.gnalized` LOS s itel y Ridge/Bache Scenario EBL EB'L+R EBR NBL No Build, AM A A .AA Scenario 1 A14 A A, A A Scenario 2 AM A A p, Scenario; 3 AM B A A A Scenario: 4 AM A " A, A PM No Build A A A A Scenario 1 PM B B A A R Scenario 2 PM BB A A s Scenario 3 PM F F B A Scenario 4 PM E F B A There is clearly no capacity problem at this intersection in Scenarios 1 and 2. Dueto thel large number of right turns exiting Rachel in Scenarios and 4, the LOS of: the total shared lane traffic .is lower than the LOS f'or the left turning vehicles in the lane. As a sensitivity teat of. input parameters; the intersect on was also analyzed for Scenario 3 PM (the worst case), with separate left and right lanes on the Rachel approach and a lover average running speed of 35 mph. The EBL LOS immproved from F to E, but with a reserve capacity of only..10 pCph,. Without signalizatian, this. intersection, clearly becomes overloaded when there is no direct project; access to-Rojute 16 2'rwhen the heavy rigOt turns from Rachel are give- n' separate .lane.; Scenarios 3 and 4. PM v7ere also analyzed as a signalized intersection, again with only one ane on each approach: The operational analyses indica4e LOS C or better could; be, attained for a]l turning movement"s, with overall: intersection. delays of (Scenario, 3) and 13.1 (Scenario.,4) seconds, per vehicle. The 'used analyses.the same .cycle leirigths used at the Route 162YKell Y `intersect_ Ridge ion so that the',* trio signals `,couici be coordinated for traffic ptogcession , MUTCD signal warrant 411 is. met with: P.M, traffic in Scenarios 3 .and 4 Ho�niever, the warrant is not ,rivet i E' right turns from Rachel axe excluded from acheavoluaes . The MUTCD states, "Engineering Judgement should be used. to determine what, if`any, portion of the right: turn traffic is. subtracted from the minor .street traffic count when evaluating the ,count against the above warrants:,+' Subtr`actii► . 65 of right turns from ,the calculation for Scenario 3 (53 for' Scenario 4) would cause' the warrant 'not to be met .' Page 20 znis intersection are XplatiVely light in all scenarios; a separate left turn lane is not s;commenaled. The through lane will act as a de facto left; turn bane during peak periods in Scenarios 3 and 4 Also; no, deceleration length is required, ! � , Use of the urban design c:tanrqarA v of 15 millUTE TO 1 HOUR TRAF0j VOLUME C0N1/ERSI'QN , 146rnl,ng Eeak Int rler,tipn : Rte 162/Kelly Ridge Da L,6! 11/3;1'92 V I ME MELT NBTR ORT SBLT SBTH SBRT EBLT EBTH EBRT WBLT 1WBTFI WORT TOTAL 30 6:45 7 1. 4 2 2 q' 1 15 2 2 510 6:1'5"T.0 22 1 1 1 3' 1 2 1.9 3 4, 38 1. 96 7 za l 11:5 9 0 1 0 2 4; 6 10 5 2 60 2 101 172 4 3 4 3 J 12 1 5 62 2. 116 T�t0�T:45 20 1 1 2 2: ? 4 19 4 6 85 0 151 :r=? 22. 4 7 1 8 6 5 17 6 6 68 3 153` 8. t 13 4 1 1 5 b 4 21 6 3 62 . 12`7 0 20 5 5 1 3 7 2 22 6 4 64 3 142 '3.: .8:45 12 4 3 2 6 5 1 22 1 4 59 2 133 10 6 5. ] 4 4 8 ;, 17 5 41 41 2 107 —T:3- 55 4 10 G ]1 8 1011 56 11 13 211 8 4Q3 M45-7.45 68 4 7 6. 11 15- 13 6`0 13 17 245 5 464 -Gly} '9110G 68 1 13 6 16 20' 1ls 58 16 19 275 Z 521 7.i 8.15 72 11 ,13 7 19 22" 14 64 .17 X20 277 6 54;7 30,2 30 75 14 14 5 18 26 15 79 22 19 279 7 573 ,8s45 67 17 lb 5 22 24 18 82 25 1'T' 253 9 555 8t0Y4=9.Qo 55 19 14, 5 18 22. 21, 82' 24 15 226 8 505 PH _ ► `� Afternoari Peak 1n e 'tion : t�a:te : 3C:� NBTT 09TH NBRT' BBLT SBTH 'SBRT EBLT' ,EBTH EBRT ' :WBLT . WSTH WBRT TOTAL k . 00.4 i,1 o :5 43a a 4245 4.45-5 Mao �, 0, 0 5.00-,5, . o �15 5�0 °o. 15r:30 Q 4:00 0 0 0 0 0 0 0; 0 0 151-5 3 3 F �0 0, 0 0 0 0 0: 0 p 0` 0 p 0 �0 ; 0'° 0 0 : �0 p 4.455.3 5.45 oO o o , a o00 F.00 0, 0 0 0 0 .:1 :1� 60 0 6 0 0 0 0 0 0 0 0 0 6 530. 0 o 0 0 0 0 o a o n or ., o 0 PHS' 7 7777777 i 15 MI'.NUTR TO 1 HOUR Tforuc VOLUME CONVERSION Moaning leak iCtc. otli n Dake: �Y 71BTH, ROPT SBLT SM SBR:!' EBLT EBTH EBRT WBIaT WBTH WBRT . TOTAL ✓,C/ 9�f eYsr}6V q 0 14•:4005 0 o p o, a o o 0 0, 7�3rt4z.t5--- 'o a a o o: a o 't-- .;. 15 0 0 0 0- 0 0 0 o a p o 0 0 . �-�a a o O 0 o a o o o a la o p 0 0` a of o a o p a a 0 .1Gii9.fla' a o 0 0 0 0 0 0 0 0 0 o p 1wsL- a o p a. 0 0 0 o p a o a PHP Afternopn Peak Inion:; Rte iGtr mat71/2/9n2 11 1r M, NBI,T N} TH NBRT SBLT SBTH SB13T EBI,T 1 IITH EBRT" WELT WBTH WBRT TOTAL 4.1'15 4�y '3 8 1,3"2 34 ,0 117 . 4w4r:A�O 11', 5 4 6i 75. 19 18 2 2 41 48, 736 l.5$ 78 17" 0 89 146, 3.01, r�459 6 S 77 1:5 2 28 ,. 133 5s4-6sBd' S 69 6 18 14. 2 3 36.' „`49, 135 ' 140 58 9 ]. 26 105 4w155�15 32 U' ,23 0 0 0 0. 267 G7 6 ijo2 r?. 557 5:0 32? 1$' 0 0 0; 0 291 70 6 156 0 57'3 4 A$+-5:45 33 0 18 o 0 0 299' 69 6151 b �7 5-6:007 .017 0 16 0. 0 0 0' 29. 65 7 152 0 558 5F15-6:15 29 p 13 o 0 0 9- 2771,1 8 PHT iq • 777777, ii rx s ..`. lR. �' t„^+� - i}%+Y'Nt�alW _✓+wm+."Y^"Mh.Ww er Wr.wn .u.A xow r r .H �' '.0 _.P.J. _. a:.r�1.w.`...pn...... wvua ..LLc+l._'.^ri^F"w�r�rrw�=E w.wsa Mk H�1twtuF„rf.,:e u •. _ ia., c.. ... •,ra.eke.��vaa+r,r"`�•�w��.r->•�r'"+ro=r<++�<mx,:e�>zx. � .rr.�ys,=n. r�+w.M.,.>...aF. -.;". qr...e, v+Y ,r .�... , , ..,, _ G."+ .-aan--`^-^'.�^'t"`---"-•wu—.w..y.,......,a.�s....-,.—...-......:..+,u....�.-gin .�,....a. � Rye. , ... A}pvr araxeNWa+.�YNiNi.rsw.....wgysy4µpu° - F'I'B^ t'tln�+'yie�.� v -'. �aN....a+`v.W..it' .. _ ,:- i..ni�.+aa.ruti..... .. ,, *�'."�'�'x^^�+^hM,. xw.'ia+!`s a..w< �MY%ir:a s"},+•]Ma w+rn"r+i+r.,o- r .r-,.r V ' r-+re .:." . .4..Sa.N�l`I+kF wl+r x'�xww�q..G..Ya(+.�,ra+x.Y. i.'..^af,ix.+i•'Mmw.raa. � t`�""b!.}+ y�..- �aX a}+x.✓}..Wr�yY..We.+„� wvN.i. �i+i. u wx, u r 44 N+.. wM n. N a ira-vrer.r.�5� '..0 .ai ., .a.tra • .a r . ." �� ..I.a : .+nNJYi Xrvhir/"-> �..rN+rd+aw. �.,.irY .C� r �"+�+W P4.!,+'•_aft - r .: �:.; I/r, •it �.,y1 FrJA.1v .. ly i4 ! i Y f� �6D,_ gi;'! r L !y ) r ! t : , r 77,I 77 a a 0 � r 4 I rh 'MIC ;EROJECTIORS. ; if i Jf 'i I I I N I r Il ! �� ' ' "� ,,-,fir �• , CARAC,ITY`' AND LEVEL-OF-�SEiZSTICE ---------------------..__,_----------___--___.:---_....._� Page-3 , POTEN- ACTUAL ` F' MOW- TIAL 1►aJVE F�►T SHARED 'RES RATE CAPACITY CAPACITY CAPACITY CAPACITY ` y zvrti;T v (poph) c (pcph) P c i pcph), c (pc�ph) SH c �� ,c- v,OS R SH'- P _ IONOR STREET EE' L14FT 36 563 54,7 547 > 511 > A RIGHT30 8.13 > 643 > 87:3 > 813 > 577 aA 783 > A 4ATOR STREET' NH ,'LEFT 43 921 921921 7 8 _9 A 2L78F&IFYINGG I1MORI4ATION * . NAML,'OF THE EASTIWESTSTREET• -..r R_-___..�_ _'-- _ _ _ _ ..; ..: achel NA=, OF THE NORTH/SOf5"TH STREET,., Kelly Ridge DATE ,AND TIME .OF 'SHE 'ANALYSIS, .. • 12--16»-1992 ;, �" $lila dOlit OTHER ,"INFO RMATTQDI i,' J4 i} 9$5 HCM: UYJSIGNALIZEL� INTF;RSECTIONS' PagL 1 +1',h*�kir9r#��Yk�e�kil'.*�k*�kts 1kt�r*�e�lr��k�kk IDENTTEYINd INFORMATION. -----------___..____:..___�rr_� _ : ,+ AVERA.GE RUNNING SPEED, I!ALIOrt STREET.. 40 P.,SAK HOUR. FACTOR...... .....4j». j j 9 f AREA POPULATION....:.::jj j, ,........ 100000 .1AME OF THE EAST/WEST STREET,....».►., Rachel IlAlq OF THE NORTH/SOUTH STREET... FCe11:Yr Ridge KtME OF THE ANALYST;,.. ....»».».»... Speer >-4 . DATE OF THE, ANALYSIS 12-16-1992 TIME PERIOD `ANALYZED ...,...» .:,....,, Buildout OTHER IN FORMATTfJN,.... Scan: 2 AM INTERSECTION TYPE AND CONTROL -INTERSECTION TYPE: T-IVrERSLCTION 1KA;JOR STREET I)IRECTIJN NORTH%SOUTH CCINTRO. '1`?XPF EASTBOUND: STOP SIGN TRA E'FICf. VOLUMES- „ --r.;.__--_-- .' . M_r r LEFT r31 37 -0. THRU 0 - 64- 162 FLIGHT 26 4.5 I1IJL4BER or LANES E7 SB , r� AP]PHNDI$ t TRAFFIC PROJECTIONS ryl r .. r9 i n a Q�he �✓ d o f '/19 :. la W ON 75 73: 6' d Shopptng . Got v a-�--184 Soo 4-=-555 . 3 6 I �"s87 �2 ,43 ~ M pW. Shoppin9 I+ Scenario 48294 SIi�J��Ci Peak Rout Volumes (P.rojerctied). tr 7.,,On r 92-145',l IENTS NAME,^----- JOB NO. W-.:._ T,Cc'ffic' Sui4 1. 41 HAFti\iiiAC37" HFiG WIV ls.3rGCtATES January, 1993 JO USCRIPTIolP Y3NDINggglNm rCQN]gUtTArwtp DATE �.: ' .OgiCVILG�f� c,cLYpoariw gyda6 - �;SMEE,T- Ar u � , co� �I ll p 0 , 1. s 154 �. 405---� � Shopping Ges , i t•, f6 47',87\.. +--568 343 ! �ti'�� �� � :f"'—"• 786 ----�► 60 812 " -+*' 215 483 •--a l :""� 1 4= 04 OO p o j AAl. Shopping y P S►�e�arlO 4..6. n jj !3i1BJECT : Peak Hateralute (Pr6�ct f : `Etat r NTS HAMS 92-149 _ J08 NO., rtaff, 1tw, stutly SA;! AFI"t"�I3Ftt7WtV Assoc ATE f3iillc�t' 1993 J08 DESCRIPTION ---" tlNmN��ntNo tONBt)LYANTa anon +wax wvaNue DATE npnV�4t,n« CACiIROpNtl1 AS&r6a �� ': . OF seers. » n ' 1 ` rid Y X� _ , yyr,,...r..a^" "f•T �` ' p. 19.,85 HC24s UNSIGNALIEED xN ERSECTIONS page -1: IDENTIFYING INFQRIMtIOIl ----------- ARAGE' RUNNING ;SPE VEED, MAJOR STREET, . r' 5U ;1 "PEAK HOUR FACTOR:...,...,.: ... .. .g AREA PQPULATION.:............ ... .... 100000 At NAME OF -THE EAST/WEST STREET,....,... Rte 16� N Aim OP. THE NORTH,/SOUTH STREET..:;, .. . Sho PBS -n9' NAME OF THE ANALYST........ ..,....::,. Speer DATE OF THE ANALYSIS (mm/dd/yy):...... ]2-16-1992 TIMEPERIOD ANALYZED:.........:....... Bualdout OTHER INFORMATION... .No BuildA;M. INTERSECTION TYPE AND CONTROL. INTERSECTION'TYPEdT-IN'�ERSECTION , 1 , M��JQR T: DIRECTION: EAST/WEST COhrTROL.i:;7L!YPE' NORTHBOUND i STOP SIGN TRAFFIC" 'VOLUMES NB SB THRU 271 7 al RIGiT . 141 0 � NUMEER OF L3�iNES EB WB NB SE LANES -.2 _ -- c J , I v 2 - .. Q'. �1 CAPACITY,AND LEVEL OF --SERVICE Page -3 -- - - _ -- - i POTEN- ACTUAL Flow- TIAL: MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY WVEMENT -V(pcph) 'c (Popp) c (pcph) , .. (pcph)_ SH, c = c' vLOS R SH ------------ ------------ -_- CTNOR STREET NB LEFT 12 109 108 08 96 E,. RIGHT 3 658 658 658 654 A '. MAJOA STREET ;I WB LEFT 11, 795 79,5 795 7$4 A IDENTIFYING 'INFORMATION - r ------------ OF THE, EAS Rhe-16Z --- -- -- --- NAME OF THE NORTH/SOUTH STRCET i, Shopping, DATE AND TIME OF THE ANALi'SIS...: 12-16-1992 ,, Suildoui OTHER INFORMATION`. .. No Build A.M. i 'i 1985 %TCM: UNSIGNALI2ED INTERSECTIONS Page:-1 ;IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJQR STREET.. 50 - -:--.- _ BEAK. 'HOUR VACTOR... .:. .... 9 ,AREA po-ptkATTON... . r . 0000 lU .NAME OF THE EAST ETRE ET..:..... :DAMEOF THE Rte 162 NORTH/SOUTH' STREET.. ;.. Shoppinq NAMEOF THE ANALYSTr...,.:,...... . Speer DATE OF THE ANALYSIS (min/dd/yy) 12-16-1992 TIME PERIOD ANALYZED..:;.......,... .. Buildout OTHER INFORMATION.... Scen» 1 AM .INTERSECTION TYPEraND CONTROL. - - - - ---------- --- --------- - - TNTERSECTIan TYPE:. 4-LEG, - - - --- IMJOR STREET DIREC{ qON: 'EAST/WEST' CON"Ol TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOiJTaajND t,' STOP' SIGN TRAEFIO VOLUMES E$ WB Nl3` SB y 0 7 �^0 -87 10, _w. TiRU{46 FTGF3T 147 7 3 7 Q X+iI7I+SBER OF LANES 'ANN LANE USAGE' - _EB �B NB SB LANES 2 7 2- 77777 77777 i LME USAGE I L �r r' i ;i , i �f z. ADJUSTMENT FACI.VORS Page -2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS., FOR 9IGHT"TURNS - --N_-- ----- iGASTBOUND; -8.00 20--- G12STBOUND 3.00 90 20 1v a 160,THBOOND 0:0090 40 N SOUTHBOUND 0.00 90 40 N' ` 81fICLE COMPOSITION --- -- -- __--___-------------------------------�_"�------_ � $ SU TRCRS COMBINATION AND�,RVS' VEHICLES MOTORCYCLES ------------ BASTBOM -------------- 3 0 WESTBOUND 3 0 Nog"PABOUND 3 2 0 sOUTHnOUND 3 2 0 CRITICAI, GAPS -------------- -- - - TABULAR VALUES ADJUS,TRD SIGHT`DIST. FINAL Table 102 (' ) VAZiU�, ADJUS TMENT CRITICAL .GAP :MINOR RIGHTS NB 6.30 6, 30 0 .'00 6.30 , SB 6.30 6,.30 0.00 6.30 MAJOR LEFTS -.EB 5.40 5.40 0.00 5.40 Yu'B 5,40 , 5,.•4.0 0..'00 5.40 MrNC1R THIkOUGHS ' r NB 7.20 7.20 ,: 0,00 742o SB` 7.20 000 7,0 MINOR LEFTS NB T.70 7:70 o,oa 7,?a ss �r.7o 7:70 0.00 7,a IDENTIFYING INT-RMATI(7N -t--------_- -_---__..- NAME OF THE EASTIWEST STREET.... r` . .Rte' 162 NAME xl or THE °NORToriTx: STREET:... Shopping DATE AND:, TxN[E OF THE ANALY$I8... 12=1G-»19.2 Buildout OTHER , INFOHr,WVION 4; .. lr. y` CAPACITYAND LEVEL OF-SERVICE page-3 POTEN_ ACTUAL FLOW'— TIAL MOVEMENT SHARED RESERVE RATE' CAPACITY CAPACITY CAPACITY CAPACITY 14OVEMENT v(pcph) c (pcph) c(pcph) c- (pcph) c � c - v, LOS P M S,H R SH 14111OR STREET NB, LEFT 12 71 49 > 5R 45 : a 41 37 E E + THROUGH 6 104 RIGHfT 3 681 9>3 > 681 g3 681' > 87 6'78 thE A MINOR STREET SH LEFT 100_, 96 81 > 82 81 > _24 -19 >F F,` THROUGIi - ` 6 121 106 > 106, > 101 > D RIGHT 81 X94 294 294 214 C, iWOR STIt EB _:LEFT J 583�9 34.9 .349 292 C , VB, LEFT 11 821 821 821 a i i IDENTIFYNG INFORMATION ...--__ — -- -- --- --- e NAME OF�THE EP,STr�WEST aTRE T.. , ... , tte-162' NAME OF I THE NORTH%SOUTH.'STREET'..'., Shopping, DATE'A.ND TIME OF THE ANALYSIS..... ]2-15-1992 ; Buildout i i �JTHER INFORMATION::.,e : Scn 1 AM v i I its` I i n 19$:5 H, UNSIGNALTZED INTERSECTTONS. t4*dt7tiic►�itlrkk'k' 3r�9tk�tirkktit '; x17ENTIFYING INFORMATION -------------------- AVERAGE RUNNING SPEED;, M JOR STREET... 50 PEAK HOUR FACTOR.....:....:..,.. AREA, POPOL.ATION...... ........ ...... Lo0oQ0 NAME, OF THE EAST/WEST STREET......... Rte 162 NAME' OF THE NORTH/SOUTH STREET, '... . .. Shopping NAME. OF THE ANALYST..:..... ..tl.,.... Speer. DATE' OF THE, ANALYSIS (;mm/dd/yy)...... 12-16-1992 TIME PERIOi7 ANALYZED!._.. ,......,;.. Buildout QTRSR INFORMATION ..: Scen. 2 All INTERSECTION TYPEAND CONTROL - _- INTERSECTION TYPE: 4 -+LEG MAJOR. STREET D±RECTION:.EAST/WESir, CONTROL TYPE ;NQRTHBOUND : STOPSIGN 1 CQNTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES s> ; ?+IB WB SB 7�EFT 53 ---? -10 ;THRU, 255 756 5 RTHT' 2.4. X13 3 49 I4UMBER, of .LANES ,AND LANE, -USAGE EB W$ Nl8 �.r 'SB LANES ] 2 it n 07 a I a r ADJUSTMENT FACTORS Page------------? PERCENT RIGHT ;TURN TTWRADIUS ,'(ft.) ACELERATTON 'LANE tFADEANGLE IGHT TURNS FOR RIGHT TURNS' SA.STBOUND --3..Otl----9:0- - --- X20- _ --N-- - --, ygSTBOUND J. 0 20 N ),1QRTHBOUND 0.0 0 901 40 N e SOUTHEOUND 0.00,, 90 40 N VEHICLE- COMPOSITION . � -_ -- ------- W St! TRUCKS COMBINATION A RV',5 VEHICLES° MOTORCYCLES BASTBOUND -3 _ M2-�.0- NORTHBOUND 3 2` 0 . SOUTHBOUND 2 0 CRITICAL `'GAPS _ _ _ _ TABULAR ``iALUES AD�3USTED' SxGHT DIST. FINAL "� (Table 10-2) VALUE ADJUSTMENT CRITICAL :MINOR - N$ 6;.30, 0,00 - 'SB 6x.30 I.WOR LlEFTS' r E! 5'.40 5.40 0.00 5.40 ,.. � WB .. 5;40 5.40 0.00� � � . 40 MINOR THROUGHS N3 7,20' 7.2a "0.00 7:?0 SB 7,,.20 7 =20 0 . 00 7.20 NB `7.70 7 :J0 0: a0 7 .`7:�} SB 7 «� 70 7.70 0:'00 7 : 70 IDENTIFYING INFORMATION _-- - - - --- - - NAME OF THE Er AST/WEST STREET... ,.,Rte 16-2 NAME '0?THE NORTH/'- STREET.:.. Shoppn9 n DATE :AND TIME OE THE ANALYSIS:. .: l'2 16,-1992 ; HuiYciout OTHER INF6i6ETI6N.... Sceri 2 Att, ;j 177 rid Iv 0, CAPACITY AND LEVEL -0p -SERVICE a ------------ ---------- POTENow- ACTUAL FLOW- TIAL " MOVEMENT $HAREb )RESERVE RATE CAPACITY CAPACITY. CAPACITY-, ooAzx Ty MOVEMENT v('pcph) c (ppph), P c`(pcph),, d� SH Ski T"DS NA UFT 12 77, 58 > 67 58, > 5,0, 46 >E El TAR tJGl! 6 ZOS97 -1, 0 RIGHT 92 > E 669 P. XINOA. STREET $8 = LEFT 97 93 81 > 82 81 THROT16,11 , '6, 118 106: ;> 106 0 0 > D, 56. 2,88 288, 288 231 C MAJOR STREET EBLEFT 51 360 36a 360 -509 WB: LEFT!" 611 960 'A TDENTIFYING.:X14FORMATION ---------- lum " OF -THE ':'EAST WEST Rtdl,, 1 '2 STREET',* 6 11:0. : NbliTk SOUTH E P, T Shopping P6- �7ATE AND TIME OF TaE�=YTNIS; -1 1992, 8-- i. 0 idout OTHER,-�' lNFOAMA­T'TCW,.,.'i,4, lo "If ADJU ; STMEDiT -ACTORS . Page_2i PERCENT MIGHT TURI�i CURB RADIUS ftr, ACCELERATrf1N ) LANE 'FOR GRADE ANGLE, RIGHT TURNS FOR RIGHT `PURRS 0ASTBOUND -3.0.0- --gp-- - _20..-- - - - --- N WEsu buND 3.-00 90 xORTHBOUND 0.0`'0 90 40 N SOUTHBOUND YBHICLE,COMPOSITION --- -- -- --- - -- - - - - - - _�-- - ---- SU TRUCKS COMBINATION AND RV 'S EASTBOUND VEHICLES MOTORCYCLES ------------ 3 0 WESTBOUND 3 2 0 NORTHBOUND' 3 2 0. SOUTH90UND CRITICAL GAPS i TABULAR.�TALUES AAJUSTED SIGHT DIST. FINAL (Tab1 10--2) VALUE ,.. ADJUSTMENT CRITICAL 'GAP r5..3„0 MINOR RTGiiTS' ' �S•_ NB 6.30 00` 30 MAJOR I;EFT5 Wa 5.40 5:40 0b00 5.40 24INOR LEFTS '� NB 7.70 77.0 0.00 7.70 ,V9NTIFY'TNG INFORMATION NAlr�OF-THE.:EAST /WEST STREET....,. Ate�162_ NAME OE THE NORTii/SOUTH STREET: :. ,Shcippirig DATE AND TIME OF THE ANALYSIS::... 12-16 1992 ; Buildout OTHER INFORMATION;. 3 AM, -sEtaViC CAPACITY AND LEVEL OE' ^----------------�..__---------- �. POTEN- ACTUAL 'FLOW TIAL MOSTEMENT SHARED RNSERVE RATE. CAPACITY CAPACITY CAPACITY. CAPACITY t4OVE?,MNT v (PcPh) c (PcPh) c (Pcph) c (pcph) c:= c -- v LOS r� pM SH R. SH INOR STREET NB LEFT 12 101 100.- lUa'. 89 E. RIGHT 3 62.8 Z28 62$ 62:5 ' A: MAJOR STREET W$ LEFT 12 761 761 76Z- 750 A ZbENTIFYING:XNFO,RMATION _... .. IAME OF -THE EAST/WEST-STREET...... Rto 162A -- - 1 �( MAMEOF THE NORTH/SOUTH, STREET.... Shopping DATE AND TIME OF TAEANAIYSIS. .. 22-,16-2992. , Buildout' OTHER INFORMkTION... Sceft. , 3 AM d 1985 HCM-- UNSIGNALIZED INTERSECTIONS Page=] IDENTIFYING INFORMATION ------------- - - - - ----------- ---------------------- ------- - - -AVERAGE:RUNNING;SPEED, AVERAGE RUNNING SPgtD,MAJOR STREET.. 50, ¢ }�6 FEAR HOUR FACTOR.::,..;....:...1..... .r .9 AREAPOPULATION. ...., . , .. i, ...; .... .. "100 00 NAME OF :THE EASTMEST STREET..,....:. Rte 162 VAIM OF THE NORTH/SOUTH STREET....... Shopping NAME OF THE .ANALYST. , .:...:..:... -.:... Speer' DATE OF -THE ANALYSIS ;(mm/dd/yy) ... :.. 12-15--1992;' BiSaout OTHLR INFORMATION.,.. Scen. 4 AM INTERSECTIONTYPE, AND CONTROL low - ------------------ --- - - - - i - ---- .INTERSECTION TYPE: -T, TERSECT ,O , .MAJOR STREET: DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUNDq STOP SIGN TRAFFIC VOLUMES EB WB DIB SB. LEFT 0-- . THRs 504 8.2l ; 0 �RIGkI � 1'4 0 3 T -- . :NUMBER, OF, LANES EB WB Ni,r SB LANES ADJUSTMENT FACTORS RIGHT ----------------------- PERCENT TURDCURB. RADIUS '(ft) ACCELERATION LANE GRADE" ANGLE FOR RIGHT TURNS' FOR RIGHT TURNS j - - EASTBOUND -3.00 90_ __ _rrW_____. '20 r r N-- --- - WESTBOU24D 3.00 90 20 N �i i NORTHBOUND. 0. Q 0 50, 40 N SOUTHBOOM VEMICLE;-COMPOSITION- - - - -- -- - - - ---- - - -- ----- ® SU TRUCKS t ColmI'NATION AND RV'S ------------------------ EASTBOUXb VEHICLES `t ---__.._..__-: MOTORCYCLES ` �y 3 2 0 WESTBOUND 3 2, 0 NOR.THBObWD 3 2 0 j. SOUTHBOUND i CRITICAL GAPS I` - -- - -- -- - ---- - - -�---------- ------ -TABULAR TABULARVALUES ADJUSTED.. SIGHT bfST- E'iI3AL (Table IO2y P,ALUEADJUSTMENT CRITICAL-GAp MINOR ,RIGHTS _ -_��- - - - - -- - - - --- NB 6.a?�0 6:30 0.00 MAJOR LEFTS " 5.40 5.40 O: U0 5.40. MINOR LEFTS 1YB 7.70 7.70 p , 00 710' IDENTIFYING INFORMATION NAME OF THE EAST/WEST S'.L'REET`..: Rte-] 62- - -- - ttkpii. OF THE NORTH/SOUTH STREET..1 Shopping 1 DATE AND, TIME OF` THE ANALYS'S., Buildout, OTHER INFORMA.TION.;...., 86-h 4 Ali 7 r CA.PACITY AND LEVEL -OF -SERVICE Page -3 __ _ .,______ _--_-__--_..�-----------------��__ POTEN- ACTUAL �- I'LOW= TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY :MOVEMENT v (PC! c (PCL 11) }, c C PcPh )` (gcph) M SH ��� c V., LOS R SH -- - :1110Jir STREET NB LEFT' 12 94 93 93 8,1 E RIGHT 3 628 628 „628 625 A ! " MAJOR STREET Wt LEFT 11 1617 761 761 750 A E ID NTIFYING T.NFORMATION �EASTEST-STREET ~..... -_-'rRt' 162 - ----�- NAME OF THE/Ca -- -- NAME OF THE NORTH/SOUPPTH STREET..., Sho 1n.. 9. BATE AND TIME OF 'THE ANALYSIS.,,.... 12 ; Buil'dout OTHER INFORMATION.... Scen. 4 .1.6-1992 ANI J� i l s III 'u 1) YY ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft); ACCELERATION VANE GRADE, ANGLE FOTt RIGHT TURI+ S FOR,'RIGHT TUR.'QS EASTBOUND -3.00- 90� _ - 20-- _ ^N- ---- WESTBOUND 3.00 g0 20 N NORTHBOUND 0Y.00 90'40 N SOUTHBOUND VEHICLE COMPOSITION --------------- % SU TRUCKS COMBINATION AND, RV? 8' VEHICLES$.MOTORCYCLES E2 STBOUND -- -3-- - -2---0- - . WESTBOUND 3 2 0 NORT BOTIND 3 0 SOJTHBOUND _ CRITICAL, GAPS TABULAR VALUES ADJUSTED SIGHT I2IST. FINAL VAIGUE .ADJUSTMENT CRITICAL GAP I2INQ£t RIGHTS NB 6'.30. 641 30 0.00 6.0 XAJ'OR LEFTS WB, �. o s o, 0.00 5, 0 MINOR LEFTS. ` I1B. 7.70 DENTITON 77 -Rte YJ.�iNiE OF THE 'EAST%WEST STREET:. , .. 162-- _ --_ r .tilE OF THE NORTIjSOoTH STREET.:... Shopping DATE AND '.TIME OI'1. BHT: ANALYSIS;. .. '12-16-1992°'; B-u ldout OTHER IN 'ORMATrOIJ...: No 83 ild PON., „ t, i, x. JA CAPACITY AND LEVEL-OF'-SERVICEpage-3 ---------------- POTEN- ACTUAL FL'W TIAL MOVEMENT SHARED RESERVE, RATE CAPACITY CAPACITYCAPACITY CAPACITY HiQ CEMENT vtPcPh) � iP Fh) c iPCPh) c (pcph) c c - v LOST --P----- - - - _SH _ R SH' MINOR STREET' NB LEFT 37 1039 99 62 Et RIGHT 30 374 314 374 '344 8 MAJOR STREET' WB LEFT 26 465 465 455 4,40 A 'XDENTIFYING INFORMATION rroawwr_r;rr_-.-------------r__r�,�.__rr. NA +IE OF THE,EAST/WEST STREET,. z . Rte :.1,62 NAME OF THE NORTH SOUTH STjJEET`o.... Shopping DATE AND TI12E OF THE ANALYSIS.,... 12=1'6.-1992 ; ,Busldout OTHER INFOAhlATION... 4` No Build;, P,A r 1 Y J t I` 1985 lICM. UNSIGNALIZED• INTERSECTIONS Page-1 IDENTIFYING INFORMATION - - - - - --- - - --------------------- --- -- E RUNNING SPEESj,, MAJOR STREET:. 50 �i TEAK HOUR FACTOR.:.... ........:,.. .9 A POPULATION... ..... ............'. 100008 i . ,NAME OF THE EAST/WEST STREET. e . . . . ,.. Rte 162 NAME OF TRE- NORTH/SOUTH S TREET..,.... Shopping NAME OF THE, ANALYST Speor DATE OF THE MumYSIS (mml d/yy) • ...:. 12-16-1992 TIME PERIOD"ANALiUD ........-,....... ° 1, Euildout. _ DT�ER I14FOP13ATION .. r, ;: Scen. PX INTERSECTION TYPE AND CONTRQL- -- - -- -- ------------ - INT..ERSECTION TYPE; MAJOR 'STREET DIRECTION:1, CONTROL TYPE NORTHBOUND ::STOP ""SIGN ' CONTROL TYPE SOUTHBOU'ND:'',STOP SIGN TRAFFIC- VOLTJ14ES - -WB -'NB EB $B- IE'T -24.3 716 32 -236 , THRU 522 355 5 5 RIGHT 60" , , 1.84 26,,f, 226 NUMBER" 'OF LANES AND LANE `USAGE EB WB NB . SB �,� ; LANES 2 2, U; : ¢ S � i' J 5 ,: x ' Kik .� � � ,•✓` "f A is. 7 Vi t. LANE USAGE' L + R',LT i , ii �y AF 1 i i i r,3 i } .4 s l � r r �I ,1 { 1 , ,Y 1 r v i A r .. is .. ..i ,ADJUSTMENT FACTORS P - age 2 PERCENT RIGHT TURN CURB 3ADIUS(t.j ACCELERATION LANE GRADE ANGLE. FOR RIGHT TURNS FOR RIGHT TURNS EASTBOUND -•3.0 0 90 20 WESTBOUND x.00 9Q 20 N NORTHBOUND ? 0.00 90 40 N SOUTHBOUND 0.00 90 40` N VEHICLE COMPOSITION 1 E % SU-TRUCK S % COMBINATION AND RV'S VEHICLES % _ MOTORCYCLES' EASTBOUND 3 -0� 4 ,WESTBOUND 3, 2 0 j' NORTHBOUND 3 2 � A , SOUTHBOUND 3, 2 0 r- CRITICAL GAPS ------------------ - - • - - -- - TABULJLXt' yALUES ADJUSTED SIGHT DIST. FFINAL` (Table ,10'-2}' V:r�GUE' ADJUSTMENT CRITICI L: GAP RINQR RIGHTS .. _.. NB 6.3106 . 30.E 0 00 6.30 SB 6.30' 6.30 0.00 630 k!JOR LEFTS EB 5.40 WB �5.�0' 5.40 ��� 5. `00 5ti40 , 0 0.00 5 40 ':141140R, THROUGHS NB 7�20 0, 00 7 20 �SB .20 7 0 7.20 MINOR EPTS NB. 7.,70 7.70 4.00 7;70' SB 7. I'D 7.'70.; 0.;:00. 7..70 r IDENTIFYING INFORMATION PIS Ok' THE EASTIWEST'S`CREET.. , .. Rte ~162- - OF THE NORTH/SOUTN STREET...r. N71MRMINPORMATIM Shopping' ME OFTHE AXUY IS ...O... Buildcaut' Seen. 1 PM I r CAPACITY AND LEVEL -OF -SERVICE Page -3 POTEN_ ACTUAL FLOW_ TIP.h MOVEMENT SHAREd� RESERVE RATE CAPACITY` CAPACITY CAPACITY 'CAPACITY 1 ovE'l NT v (pcph (PCPh) 6, (PcPh) a (PcPh i LOS y SH` R I:f 111 .1STREET' Ng LEFT 3.7 54 19 ? 21 19 ' > -21 -17 >F :F THROUGH; 6 82 53 > _ 53 > 47 > E' RIGHT 30 .439 439 439 409 A. MINOR STREET,: .. _ SE LEFT 271 67 40 > 40 40 > -237 -232 >F F THROUGH 6 91 5 8 > 5 8 > 5 3 '> E, RIGHT' 260 ,518 518 518 258 C 4 S'L'REET� EB LEFT234 571" 571 571 337 I3 i�WB LEFT 26 540 540' 540 514. A I .j ' IDENTIFYING, INFORMATION - - NAME OF THE FASTITMST STREET , : ;..:, : x Rte 162 NAME ORS' THE FORTH/SOUTH STREET;.., » "Shmodopping OF', DATF� �hND TIiKE THE ANALYSIS.....".12_16=199.2 - OTHER INF6RMATTOP ,i f 4 i f,. i f i I 1 I f X985 HCX. UNSIGNALIZED'INTERSECTIONS' Page �r.ryYiritrlr** k�F*k�kkvtkik** * rik*i�*yfrisic titer*tdr * * rsr***:* s�'** •k* *yN tr** *a oe-1 IDENTIFYING lkPORRATION' -- - - -- - - _ - ---- _ MRAGE RUNNING SPEED, .MAJOR 50 PIRAK HOUR FACTOR, .. ...: "." .. ,, ......:. ': .9 .AREA POPULATION,.................. 100000 - NAME QF THE EAST/WEST ST �'tEET ...' :... Rte 1.62 , yAME OF THE NORTH/SO"JTH'STREET...."... Shopping NAE OF THE ANALYST .... . ....:...... ` p r 'Speer DATE OF THE ANALYSIS (mm/dd/yy)<...,: 12-16-1992 TIME PERIODANALyZEb. . . -0* .. Buildout' OTHER INFORMATION...,. Scen. 2, Pk 114TERSECTION TYPE AND,CONTROL y- INTERSECTIONTY.PEi-LEG Ml%7t}RSTREET DIRECTION: WEST CONTROL CONTROL'TYPE NORTHBOUND. STOP SIGN OfvTROL TYPE SOUTHBOUNp; STOP S, GW, TRAFFIC' VOLUMES EB WB W9 SB. LEFT -222 u ~�32 2z°9 THRU 538', 411; ® RIGHT 60 4� NUMBER OF LANE USAGE;, F EB WB Vg - ES " S'B 3 2 2 777777. � r v ADJUSTM ENT VACTCRS. Pago-2 i PERCENT RIGHT WURN CURB'RADIUS I (tt)ACCELRRATXON LANE GRADE ANGLE FOR RIGHT TURNS; FOR RIGHT TURNS EASTBOUND -3b00 90 _ .._ -- _ 2n. N i4ESTBOUND 3.00 go 20 N NORTHBOUND 0.00- C� p 40 N SOUTHBOUND 0.00 9p 40 N VERICLE COIPOSItION._ SU` TRUCKS t COMBI1tiTATION . AND- Rid' S VEHICLES � MOTORCYCLES! EASTBOUND 3 2 0 WESTBOUND 3'' 2 .. 0: w NORTH80UND 3 2 p- SOUTHBOUND 3 , � 0 CRITICAL GAPS - __--- -- - - - - - - TABULAR VALUES ADJUSTED SIGHT:"DIST. FINAL Table 10- .ADJUSTMENT CRiTrGAL'CAP MINOR RIGHTS QNB 6._30 6.30 0°,00 630 SB 6.30 b.30 q.00 6.;30 ;MAJOR LEFTS " EB a.90 5:."90 MzNOR THROUCHS NB. 7.70 7.70 0.00 7.7t7 SB 7.70 7:7�i 0•.00 , 770 MINOR,LEFTS" NB 8.20,;?0 0.'0.0 8.20" SB.208..20 IIENTIFYNG xNFOa'2MATION NAME; OE . TiE EAS'P/WEST ;STREET':. ... Rte 7 62- - - - - - - -- NAME OF THE NORTH/SOUTH ST—AEET ..: Shdppirig DATE" AND TIME' 0 ' THE ANISIS...:: OTHER INFORMATION,,:. 5Cen:M 2 PM 12-46-19521B141' out r u J C1CrTY ANI. DI;EVL_OF_SER�JICE -- ---- Page-- ---Y----------------�- POTEN- FLOW-- TIAL ACTUAL MOVEMENT SH ARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY SM(OVEMENT v(pdph) ,c (gdph). c (pcPh) c �PCPh). c c - V LOS,, �. P - --- --- --------- --------------- SH R SH- --- --------- - - - T. T NB LEFT' 37 41 1$ > 19 18 > X23 -19 >Po' F T UGH i6 61 > 37 > 31 > E RIGHT 30 722 .37 722 7.22 ', 692 A MINOR STREET - SB LEFT 152 48 27 > 21 27 > -2`31 -225 >V,F' THROUGH 6 '66, 40 > 4 0> 34 >, E RIGHT 220 718 71$ 718. 498. A MAJOR STREET B DEFT 218, 475 479 479 261 C P7a hEFT 26 4$7 457 457 ' -431 A, IDENTIFYING INFORMATION NAME OF THE.EAST/,WEST STREET......: Rte�l62r NAME OF THE NORTHISOCTTH STREET.. . Slioppirig DATE AND TIME OF THE ANALYSIS.::.. 12 16-1992, ; Buildout ;' ' OTHER NFORMATION..... Scene. 2 PX l X r I 1985 HCM: UNSIGNALIZED INTERSECTIONS Mage-1: DENTXFYING INFORHATIOIN; ---- ------ ----~-- --- ---__ --------- - ---- - ------ A RNINGSPEED MAA-bRSTREET _ 50, PEAK HOUR FACTOR.....:. 9 AREA POPULATION.,........,•,..>'... ... 100000 NAME QIP' THE EA.STMEST STREET.:..:,.... Rte 62 :NAME QV' TIM FORTH/SOUTH STREET...: .::Shoppin ,. NAME OF.THE.ANALYST. i. v .. ....... Speer DATE OF THE;ANA%YS.IS /d mm 12--16-41992 TIME PERIOD ANALYZED .......: .i. ... Buildout OTHER INFORMATION, ... , Seen. 3 Pill INTERSECTION TYPE AND CONTROL - - - - -- - - - - `---- - -- - INTERSECTION TYPE: T -INTERSECTION , MAJOR STREET DIRECTION: EAST%Wg$T CONTROL '.L'.YPE NORTHBOUND: STOP :SIGN, ' TRAFFIC`�VO%UMES . ' EB S'7B VR SB'` LEFT THRU 7:81 586 0 -- RIGHT - NUMBER dF LANES ___ r EB WB N8 r____'ri_�. I SB' LANES 1 1 2 r. i A FACTORS ADjUSTMENT Page -2 - �j PERCENT_ RIGHT TURN CURB'RADIUS (ft).ACCELERATION LANE` GRADED ANGLE FOR RIGHT TURNS FOR RIGHT TURNS `EASTBOUND -3.00 -90--- ---- --20-_ --- - -- -N-- -� - - ESTBOUND 3.00' 50 20 N tVORTA80UND" 0.00 90 40 N ZOUTHBOUND -=-- _--. _ VEHICLE "COMPOSITION --- __ ---------------------------------- -------------- . SU`TRUCKS t COMBINATION AND RV!'S VEHICLES $MOTORCYCLES � EASTBOUND - -�--- -- -�- -- - -0- WESTBOUND 3 2' p NORTIMUND 3 2: Q SOUTriBOUND CRITICAL' GAPS TABULAR '{TAIjUES ADJ'UST&) SIGHT DIST: FINAL Ir C"Tab1e 10-2) VALUE A!)JUSTME;NT _ - - _ - - - CRI TICAL 'GAP - - - - MINOR RIGHTS NB' 6.30 6.30" 0.00 6.30 -woR LEFTS WB 5.40 5.40 '0.0:0 5.40 lamok LEFTS P1B 7.70 7,.10 0.00 7:70 IDENTIFYiNG.INFORMATION NAM OF THE BAST/WEST STAEE, T...,.s-Rte-- NA%SE ,OF THE NORTH/SOUTH 'STREET..... Shapp -ft ' FHAA$IS.:..'2-16- , i.ld-DATE AND TIME O OTiiER INF ORMATION.... Scen. 3 PM ol i a all 1 CAPACITY AND LEVEE-OF-SERIVIC ---___,,�_..___.._----------...___ Pag i POTEN= ACTUAL FLOW- TIAL RATE CAPACITY MOVEMENT SHARED. CAPACITY RESERVE I 14.MMENT (I?�Ph) c: (pcph CAPACITY c �P�Ph) cSH�P�P�)' CAPACITY _ _ a v LOS: P _ _ - ----- R SH XlNOR STREET - 1 ' NB LEFT 37 57 RIGHT 30 2f39' 55 289 55 18 E 289'. 259 C IWOR STREET WB ZE$T 26375 375 375' 349 B i IDENTIFYING INFORMATION �M~--.`MOF THE �iT.. "OF -- jjtGl 162 ---------- -- NAME THE NORTH/,OUTH STREET...; Sho in DATE AATD TI1+ OF THE A,��ALXSI8 a .. 1 12-116-1992 O'Ttnn INFORMATION.... ; Btxildotit Scen. 3 PM Ull t 1985 IiCM': UNSIGNALIZED INTERSECTIONS Page -1 " '!Y'k'Acikk*ie',*9rlc'yk�ic*�c*'J�k"disk*�.�'kiF{c**.*k'k*sF>t'*lrk�driF*�ylr**F*kslr*��froksY*'ik��*#c'�r,k***k** IDENTIFYING INFORMATION --- -- - --- -- - - - - -_- AVERAGE R,UNN.ING.SPEED, MAJOR STREET.. 50 PEAR HOUR FACTOR..................... .9 AREA POPULATION. .......-..: ...... 100000 OF THE EAST_ /WEST STREET,.:..., NAME .., Rte 162 ; _ NAME OF THE NORTH/SOUTH, STREET.,.,.,.., Shopping NAME OF THE ANALYST....,.. .. ,....:.....Speer DATE, OF THE .ANALYSTS (zm/dd/yy).... , . 12-16-=1992` I TIME PERIOD ANALYZED..4 c a ooat . r . :; buildout OTHER INFORMATION.... Scen. 4 PM INTERSECTION'TYPE AND, CONTROL - ----_-._-_----- - - - -----_.,----- INTERSECTION 'TYPE z T INTM-38CTION.. "MAJOR STREET,DIRECTIONs RMT/WEST" CONTROL TYPE 'NORTHBOUND: SWOP SIGTd TRAFFIC VOLUMES EB' WB NB SB LEFT-- TIRU 786 i 605 0 - ItTGIiT 60 0 25 NUMBER OP LANES, _.. .... EB � WB Nb SB LANES jj I •9 S' ! 1 } _ 7 71 _ , l .r ADJUST,I>ZENT FACTORS _ Page-2 - FERCEI�T RIGH'P TURN CURB RADxUS (Ft ACCEI,ERATION: LANE GRADE ANGLE FOR RrOaT TURNS FOR _ eASTBOUND -3.00~ _00 k2IG]'tT TURNS 2 0' N WESTBOUND 3.00 90 27 N NORTHBOUND 0.00 90 40 SOUTHBOUND - TaHICLE .COMPOSITION , _ ;SU TRUCKS' � C©MBINP.T]�CiN AND RAJ' S 'VEHICLB;� MOTORCYCLES EASTBOUW- ----� - - - - - 0 WESTBOUND 3' 2 NORTHBOUND 3 p SOUTHBO ... UND CRITICAL GAPS _rL-----_.--- TABULAR VALUES AD3'iJSTEDx`(1 DIST. (TaL1e 10, =2) V�4LUE r FINAi, a.�J USTMENT CRITICAL , .MINOR RIGHTS- 6 NE 6.30- . 6n30 MA;70R LEFTS WB' x..00 MIXOaR LEETS' 5:40 NU 7./0 x.0G 7.�70' rDEN:t+IFYING 1IJE'0RMATION w NAME: OF EAETIWEST STREET..: 7: '162 N7E OF THE .NORTH/SOUTF STREET.'.. r Sktcxppant DATE .AND TI`OF THE AgAL'YSiS.:..,: d,BuildatitOMA,2NE?tiRr?ATION.. ; Saeri 4 PY4 77777 CAPACITY AAD Li-,:VFL=OF-SERyICE Page a-3 ,-�-�----�----------�.._-____....__.--__-- s -,' 1 POTEM- ACTUAL FLOW- TIAL MOVEMENT 'SHARED RESERVE - RATE CAPACITY CAPACITY 'CAPACITY CAPACITY p j MO MENT v (pcph j c (p'cph) c" (paph j C � pcphl ',.,:, p SH c = o - w LOS , R!_ SH 4MINOR STREET 'SIE LEFT 37 .54 52 52 ' 15 E RIGHT 30. IDS, 2'86 286 255 C MAJOR STREET .� i WBTjF,FT 26 372 372 372 346 B IL7ENTZ7.Yl- INFORMATION ; NAME O;Fw THE EAST/WEST STREET....... Rte 1,62 NAME 01, THE NORTH/SOUTH.;STREET.... Shopping OT R, .LL R�JATION.... SCen. 4 PHS 1 !f r I' tY 0011: SIONMAZED'INTERS,rCTION .6t,, IA -1, vorkicracnmputers_in-Transportziition �$67ZC _ --- ----=- -(N-s') -- -- - -- ; �;reets: (z -,w Route^162- _ Shopping analyst: Speer File Name: SHOP? AM.`T�C9 ea Type: Other 12-1'1-92 Future ;comment: Scenario1 AM Eastbound llestbound Northibound Southbound L T R L T R L T R L T R rr5 !Volumes 60 :246114 7 '717 177 10 5 3 $7 70 :Lane Width 12 , 0 12.0 12 . a; 12.0 12 ,;0 12.0 12.0 12.0 12.0 '12.0' RTOR Vols 14 87 3 70 � -__------ - - ---------- - --- Signal Operation; Phase combination 1 2 3 4 5 6 7 8 RB, .Left * NB Left Thru * Thru 'Right * Right: Peds * Peds WB Left * SB Left Thru. * Thru Right * Peds * Right '. Peds 2±IS Right; * . , ES Right SB Right' �r WB Right Green 1 A 42A Green 14A. ellaw/A--R 6 6 St"elI ow/A-R 4 Lost 'thAe` 3100 3 , 0 - Lost Time 3.0 Cycle. Length: '8 'secs Phase combination order: 41 #2 05 Tntersectirin° Performance 'Summary Lane Group': Adj Set v/c g/:c Approach e mvmts Cap FloW Ratio Ratio Delay LOS Delay LOS EB L '1692' 285" 0.23 ;i 0.17 22' 8 , C: 9.8 B T 178.1 9bb 0.28 0.54 G.7 13 R 178]. 966 0.00 0:54 0,0 A L 1642 27� 0.q3 0.17 21.9 C T 1129 937; It 1,428 7�4 0.84 0.54 14.6 8 0.13 0.54 60 B NB. LT I404 234 0.07 0.18 18.2 C 18.2 C R 1,55 613 0.00- 0. 35 '`,' 0;; 0 A S8; hT 1755 317 0.32 0 18 , 19 3 G 19»3 C KI: 7;755 6,13 II 0.00 0.35 00 A tnter,sect art IIelay - .13.2., fsec/Veh) Tritersection LOS ;= B y. _ t� fS : SIGNALIZED 7NT Rs SON sur Ox center Poi 'iKicroc®mputers 'Tn Trarisportation ._ ^t � (EYW)~Rou"te�162 (N`�S)"�Shopping_T A;palyls t : Sp0e.r File 'NamE : S11OP2AM. HC i : "fej Type: Other 12-11 -92 Future .�ixlmenL Scenario 2 RM liN.�✓�.a+-Y+vim:.�r.�w,..q._YM`.Y-`^r sr, �. .yr. r'�-r�� Tw wr�r"t-Y �. rvP!" - ~Southbound Eastbound ; Westbound No�.thbound:M ; _; L T T R D T R `I' R _ u _1__.' � rl R .�, ' Laues >>.�1 , ]. � 1 1 , >�,1,_ 1? Dairies � r I 0. � 84, 5 ` 4.9 , 53 2 5" 1,4, 7 756 113 1, 53, Cage Width 'r 12.0 112,:4 1.7.0;1.2.0 12."0 12.0 1 1,2.0. 12.`0; 17.0 1.2.0 'RTOR Vols 14 j 87f 49 � Opexations, iSignal, Phase cambnatxon 1 2 3 4; 5 6 78 Left * iNB T�e't. Tliru ; Thru ' 3 Right ; Right' Weds Peds k(W8 Left Thtu f Iss Leet w Thru Right Right Peds ; Peds 1 WB Right *' ; E8 Right kiyht *: ;WB Right. ,Gt8en 7,1A 42A ;"Green 14A, . '.17.ow/A�R< 6 6 ; Ye7.1.ow/A-.R : 4 , est Time 3.0 3,b ; Lost !time 3 0, Cycle .Length: ' �83 secs '.Phase combination. oder : 1 #2 #5 �^ . Tntersection Performance -Summary I Lane Group. Add Sat v/c g Approach: My,m s Cap, F100".Ratio Ratio Delay Lot biday 7 LOS ra �c �B li0 L 1692 285 21 0�7 7 22 6 g s.5 T.^ 17=1. 66 0 29` 0.54 6.7� 17;81. 96'6 0 .'00 tl . -'4 0.0" A T, 16 4 2 27 7 0 ,' 0 3 0 T. 7 21."I O 1'`� .4 G T 1729 9'37 0".;90 0.5.?1 177 C , 12 7.4'25 774 0`.'04 0.54 5B 5"O 18 2,' 126 74;, R' 17 5 6,1.3' 0 .'0.0 0.35 0.0 A 58, 18 17 5.5 317 0,,:,310 . $ .. 19 ,. 2 C I R 1755 Ir terseet7an Ae1ay = Ljveh) Intetsecixi,6a LOS i r r, ICNl: STCNAGiZED ,TI+ INTER ST)MbIARY Center For Microcomputers in Transportation '_- - -- - Stre0ts {E-W) Route�162 (NQS)Shopping Analyst: Speer File Name SHOP1PM4liOt0 Area Type.-7 Other , 12-17=-92 Future Comment: Scenario ,l PM `Eastbound- -~�-- Westbound Northbound Southbound 3 T R L T R L T R L T R )�o ► Lanes; --..» _ -- - _1 _ -11 ( - -- --_ - 1 _' I > 1`_ 1-- 'Uouzries 243 522 60 16` 355 184 32 5. 26 236 5 226 Lone Width 12.0 12.0',12.0 12.0` 12.0 12.0 12>.0 12,0 12.012.0 It"�'QR Vols' 60 , 114 2,2611, 114 Signal Operations- » phase combi1. nation 1 2 3 4 5 6` ? $ EB Left * NB Left Thiu Tfiru Right Right Peds Pes * '?.M Left * SB Lef� Thru * Thru d * Right, Eest' Peds 23B, g Right * EB Right SB Right * WB Right Green 12A 23A Green 14A- Ye3low%A- 6 6 Yellow/AR 4 Lost :Time3,0 3.0 Lost Time '3.0 Gyele Length: 63 secs, ,Phase cambin" ation order:1 #2'.#5 ------ --------------- Intersection Perfoz,nance 5Ummary . Lane Group: Adj Sat: `c g/c Approach: xvMtr Cap Flow Ratio Ratio Delay LOS Del4y LQS EB L, 1692 403 0.67 0 24 19 5 C 18 :'3 C T3:781 678 0 . $S0 , 38' 17 $ G R 1$1 6700.00 0 38 00 A 'Ftg L T 1+642 391 0.05 1,729 659 0.60 0.24 14..1 B 10:7 B ' 038 I10 B R 1428 544 0.14 0.313 8.2 B V T,T 474 1130.3.7 0 ..24 B 175 $36 0.00' 0:'48 00 A SB LT 162.6387 0`.69 0 .`24 �17.2 X699 0: I8 0.48 3 rater" secti on Delay, ;:_. 15.1 (sec/veh j Intersection .LOS - C i RCM;SIGNAI,tz INTERSECTION SCARY Center For Micxo GQm uters In cans P_ T partation _ - --- - - _(N streets: (F: -W} Route_162 -S) Shappirig- - ;Hnalyst: Ej3ear F3.1e ;Name: SHOP2PM:HC9 area Type: Other.l2-17-92 Future Comment,' Scenario 2 PM --r - -- ~� Eastbound ,Westbound Northbound Sothbeund L T R' L T R L T Laneer 'gyp .umes 2z6 538 6Q 16 411 154 32 5 26 219: 5' 19i Zane 'Width Vo1s �i AORI 12 . `0 12, . 0 12 ! 0 60 7 2.0 12.0 12.0 1,13 12.0:..12,'.0 26 l 2.0 12.4 113 y.!XO ------------------ Signal Operations Vhase combination 1 2 3 4 8 gR Left * NB Left Thou * Thru *: lught * Right Pets Peds * ITB Lett St Left Th:r_ u aight* * Thru Right Peds' * Peds VA Right * EB Right`` Right * WB Right Green ` 11A 23A Green 14A I'e11a.G.r/ASR 6 6 Yellow/A-R 4 Cosi: Tune 3.0 3.0 Lost Time 3.0 c1e' Leangth: 64 'seas Phase comb,iraation order: :41 02 #5 --------_ - - __r_-----� Intersection Perfaxmance Summary Lane Gxaup:ap Adj Sat v/c g/c AFProachs Mvmts C - Flow RatioRatio Delay LOS Delay ZOS �� RB L 1692; 370 :0.68_, O.i220, 8 �C- 1'� 2�. C�_ fi 5781 s33 0, 41 : 6 G 15 R 1761 7.24 ', 0.110 ` 0.41 0..0 A :. 1642 �� T 1729.; 355 0,. 105 ' 0;.22 � 1S.,.0 C ?.02 0.65 0.41 11:2 B 11.0 B '' 1428 580 0 ' 00 p,:41 NB�i,T 500 11..7 0.36 , 0:23 13,.9LH 13' B � R 1755 795 0,°t 00 0 45 SB i, 1632 382 0.65 ' 0;23. 16:6 C 14;�{� B R 1468 665 0 .,13 0.45 6.6 B 1ntelcsect * on Delay - 14.7 ;( sec/�veh}= Intexsecti on LQS B' .tiCRK: uN1;TO 77R D f NITMSECTIIONSPC 1I)EN,1'TFY190 INPt`1RMA`R°TON P' AVERAGI✓ RUNNING 'SPEF,D MAJOR STRUT:_. 55 PEAK 'HOUR FACTOR,. ,... , . . .....,.art :9 tue,EA POPINfAT10744 4 100000 NA44E OF THS EAgT/WAST sT".r,, : 62 11 RtiR,E car Vi E NO + NJsOtJTH ST.REFT.. , Gas St:aw.on NAME ORF TR ANAR DATE '0&' T1iE ANikLYstS (mm/,dd/YY) 21-1.99 t TIME PERIOD ANALYZED , ; ..... .. 4-4 , .. ;. Bu i ] dou t OVER INFORMATION, . , Sccrr , 2 AM (Worst AM case) TRTER'SECTZON TPR AND CONTROL 1XTB12SECTt& T)PE., T- NTERSECTION: MAJORSTFtEw DZR ECTIONc .EAST,/iJE$T ONTROtTYPE sOtJT,NBOUND $TOP SIGN TRAFFIC VOLUMES' EB :WB NB SB LEFT, (i , 0 0 r� THRU 342 8520 RIGHT tJUMBP,'R OF ;]'.,ARES E'iB $ _ RJ S.f3 ; Pik w r; 'F �CAPACITY ANT) E lrl- 0 SERV T C`C ac ------------------------------------ —rte_ ACTIJAL t'T�aW TIAL, MOVEMENT :a1:ARED RESRVI RATE, CARIaCIr('X GAPACTT OAPACITY CAPACI'Ty . ,fit?VEMENT v�FcL ! P?h) (7CnY1 C Popp) G = G V LOQ P SF[ R SIS. it!OR STREET. rY" LEFT' G 69 69 ? 69 ? 69 > I'', . RIGH 23 236. 236 > 208' >C . 7 6 23G 1 � 20 ;�3 > ` �` MAJOR STREET i EB LEFT` 323 320 8 E IDENTIFYINGINVQRMATION NAME OF THE EAST/WEST STREET, ....Rte RkzME OF THE N�7�F#TH EC�UTH STREET.... 1.'62 �, THE Gds Sa'�io :DATE AND TIME OF ANALYSTS ..... 1.? -21--1992n, Bu lc�au,fi OTHER INFORIIATIpN. .. S'cen. 2 AM (worst AM case) i f t l t Nl��lil ^' i17-77 77777 A17J��>TMI•WY Pv0RS F x —:Y "M4 w.yw.y,v )Ha wr-w"rsw._Y e+Yv`✓• —,�+4—wr r PEI RCENT RIGHT TURN RAMC ANG., ' K"URS R�1OJU (�� j 1ACCf.,1�l R%t�'CONLANr ��FOR` RIC�IIT mf�RNS Ft?R R�CrtT TI;1RN BAOTBOUNP 0, 00,- o MPST-1300ND 0,4 as N go as NORTH80UNb 5OUTHBOUND 0.00 9Ct 2a N V0,01CI E COMPOSITION ® SU 'TRUCKS COMBINAT!ON'' ®- r AND RV S vRxzrr�Ea % - MaTORcYCL9s - EASTBOUND: 0 UESTBOUND' 'JIORTI BOOND SO'UTH;BOUNI) 3 n CRITICAL -OAT'S ---------- TABULAR VALUES ( Table ADJUaTED`` SIGHT DIST. FINAL VAWE' ,xa-2 AD,7USTMEIV.T CRZTI`c L CAS MWOR R.IGKTS sa.5n0.na �.0 ..;� 'MAJOR L'~E`TS 50 roRFTs sR . Oa s ,O, 0.00 bEWTIVYINO INPMATON k MS 0R THRy- EAST/W'88T STRSE� x'6 .M P�,AMT'; OF ,NORTH/SnUTH :STREET. , .; . Gas - at 6h DATE ,ARID TIME QF' ,71 ANALYS i .., . �.7 71 7:992 BuJ Idoiit� , 6�xI'JiER 'TN. 'ORMATtC9N; .:. Shen. 4 Ph1 :(worst ISM ca?. :d Ir 1 r 77,7 d� I� 7 I777 r AP CI T ANDl�r;VET ; n��SER -VrCE -------------- � ,u..r�- -i--.0 nn J:"aqo� 3 w...,.w ,FOTEN,,.. ACTUA , FI,OW,7 !IIA"%, C1VSi�iL�NT' SHARED RATE CAPACITY' &APACrTX rtFSERV8 . CAPACITY VF MEN7' V (PPPh) (pcph) c (pCph.) c(pc:) CAPACITY p M, SHA �. c c v LOS 1 --------- _-_ tNOR STi�EG�' z,ErT b 49 49 > 49 1IGHT�1 392 � 392 39? > > A9 > E > 331. >g 392 MAN'O'R STREET' > .33 > D RB t1tFT 0 501 5 03, SOI 501 A OEttTIFYING INVORMATIQN ITAME OF THE. EAST/WEST—STF�EET . `Rte 15Z_ ;SAME :0 `.PHE xo�;THCs0uTK STREET: Ga_s s , , tatInn DAZE AND TME OP THE ANAEYSSS , , .. 12-2I--,1992 Build GiTAEt NF0�2 -ATION., a .. Scep. 4 Edi (worst 'M case) , 4 r J i i �sicNn.LJz pIxreRScrrtonts §�8t I7 r PPL CATION WOR SHEET ti,'�ttsctaon 1 nab?�,at: ✓ `�' �" �� �. a Time Period Analyzed'.. N22 t�rojed, Nrx % Siff TL O%t, s , N -S STREU b� r V i EVSTREET` a,, FEBTOTA.- 7 ir q NB'NTAL E8 LT' .,� �, �I tJB LT V 8'TH •� �; Sg' SLtm OF CR1iTC� L �� CAPAC-tTl`,� 0 io 1 IM CJi £R --• QR, Nib TH 1 to .1,100. EAS 1400 OLV E -W RITICALNICAL l 's .0, ir-n RSECTIOf S PLANNIINjS'APPLICATION" WORK$HEET -z lZ'e Tune Period Analyzed: Ll l e 'pn, )rd J ject No. --.City Ate: vd 88TOTAL N-S°,5TREET WO TOTAL I. EM STRE8T 4 7 NBTO ELS IT NB LT WRTH SB 'Tli SUM di: CRMCAL CA;PA Cft ly, VOLUMES' LE1 WB LT �7 58 LT A 0 V, Lim 'tj, f4 R, E8 THOR NdTH r J� > + Aj US?' S'r CRITICAL':: CRITICAL Hcs: Signalized xtitersection ver si6n 2.1 2 -- --- Streets: (F -W Route 162 (N -S)` Kelly R;dge - Analyst: ;Speer File Name•, NOBLDAM.'40 Area Type. Othet 12-22-92, Future Oomment: ;No Build `.AM, xi Lane- ConEig., -- - -- _-- -- -Volume Adjustment Worksheet ),ire ]:'lane Lane Ad j f�lOn: / Mvt Adj Lane Grp No. Util. Groi;vth Or Prop Prop r�vt Vol. PHF Vol Grp VolL'n Fact Fad*I� Vol LT AT �. .- - -- - - -- -- -- -- - - - - - ,eft 21 0.90 30 t 30 1 1.000 1:{700 30 1.-00` 0.00 '1Chxu-° 208 0.90 23.1_ T 231 1 1.: 000 1.:U00 23J,6 QO 0'.00 Might 39 0.90 0 I9 0 1 1.000 1.000 0 0.00 'WB 1,£ift 3'7 0..150 41 L 41• 1 1.000 1..000 41 1.,D0 0:00 Thru. 527 0..90 586 T 586 1 1:000 1.000 586 0.00 0;00 Right. 13 0:90 0 R. 0 1.. 1.000 1, 500 0 ` 0.00 1:00 B Left 174 0.00 130 Tnru 32 0.90 36 LT' x;29 1 1.000 1.000 229 0.84 0.00 Ricjht 47 a.90 0: R 0 1 1.000 1.00q 0 0. 00' 1:00 ,eft 25 0 28 Th- `' 60 0.90 67 LT 95 1 1.000 1.,800 95 0.'2;5 0.00 'Right 87 0 90 0 R 0 1 1,.000 1.000 - 0'; ©.00 1 00 Saturation 'low AdjUstftent,4dtl,iheet ---------------- --------Direr- D-1 IdealAdj tion/ 3 at No . f f f f f f Sat LnGrp_ F'loW Lns W h"U G- BB A RT L Flow -p- - - EB L `, 1000 l 1.00 0.98 1.-00 1.00 1.00 1.00:1. 00 0.95 1667` T 1Fr00° 1 1.UO 0.98 1.:00'003.0`0 '1.00 .00 l,:'00 1755 R ' 1800 1 1.00 0:98 1". 00 1:00 3.00 1.'00 1.00 ` 1.00 1755 WB L 1800 1 1'.00 0.98 1:00 1.00 1.00 1.00 .1.00. 0.95 1667 T 1800_ 1 .00 0.9.8 1.00 1. 00.' jlq001 00 p0 1 00 1755 R` 100 ' 1 1.00 0..9!8 1 �'i00 1.00;:1.00 1:;00 1. DO .l. Owr!" 175 NB ." .Lily: 1$00 1 1.00 0.98. 1.:00 1., 0 0 1.00 1.:00 Ab 9 553 R j.$00 1 , 1.00 0.'9.8 1.`00 1.00 1.0;0 1 .x001.00 ; 1.00" 1755 SB. L' ' '1600 1 0 8 `" t .00' :" 1.'00 ,. 00 1 -. 00 1,00� �.. 00 0 � �� 1�79 R 1800 1 1.00 ,; 0.."98 . 1.00"j�1..00 1.00 t,:66 ]..0'0 : 1.00 1755 tt,' le RCS: Signalized lntersection== 3 -'V'ersion-2.x' ---___ = -- ;streets s (E -W) Route 162 (N -S) Y e11 Ridge �.nc t: Speer File Name: NOBLDAM.HG9 Area Type: Other 12-22-92 Future Comments No. ._Build. Am. Existing Lane. Contig,' Supplemental Worksheet For Left-ITurn Adjustment Factoz Axa �:tL variables EB STB NB SB ------------------. _- _ •.. �„ -------------------------------- G ^t 10 Tjeh th, C (sec) i1iictiVe Green, G I (sec) 15.0 15:.0 _OWtb.o 1 of Lanes, N 1 1 Tr_&al Approach Flow Rate, Va. (`zph); 229 95 Mainline Flow Rate, Vm ( Phi 229' 95 Left -Turn Flow Rate, Vit (vph} 193 28 Prsgortion off, LT, Plt 0.843 0 295 . op�06ing. Lanes, No 1 1 3p rasing' Flow Rate, Vo (wph) 95 2255 Proportion of tT in Opp: Vol.:,'Plto 0`:295 0.843 -------------_-------'=---------.._-------v___ Comaputatione EB ___- :-----'------ _.:__---__ WB NBA' ----- --- - -- SB - -y SbP-_ (180oNo) /' (1+P1to ((4OO+Vm) / (,1400-Vm) 1 } x.554 1364 ; d to%Sop 0.061 0.,'168 C*Yo') / (l -Yo) 00 6..324 �� 625.vo 1.000 �'.. 0.816- q.732 .. G}/(Fs*du+45})) 0.843 0.295 q7 -G-011 2-81-00. 8.616 'Pt;-�,3:-Pl ;0. 15,7 0.705 �'.;:e Pt0_-(Pt**0.5Gq,) } / '1 0.345. 3.734 3800/(1400-V 1A3.8� 1 54 '0 Ftn=Gf%G+(Gu/`G') ( / (,10:.885 786 0'.885 0.78"& r IJ 7 , HCS S finalized Intersection Version 2.1 4. _ ------ --_- _--____--_ Streets! (;E-FTj Route, 162,(N -S) Kelly Ridge Analysts Speer File Name:, NO13LDAM.HC9' Area Type. -Other, 12-22-92 Future Corp ►entr No Build. AM, Existing ,Lane Conf1 «; - ��_�_ ----- --- --_ -- _ _ - -- - -- Capacity Analysis Worksheet Aa'-----Adj sat, F1oW- - - ------Zane Group- - - -- tion/ FloWl Rate Flow Rate Ratio Green Ratio Capacity v/C LhGrp (vj, c j {v/s) (`g/C) (C) Ratio mm .----- BB - - -- - ----- - -- L 30 1667 O.Q18 0.172 2871 104 T 23Z 2 0 1755 1755 0«132 0.000 Q. 41.4 0..414 726 725 0:318 0.000 WB L 41 1657 0«025 D.. 172` 287 0.1.43 T 58x_6 1755 0'.334 0.414 726 0.807 R 0 1.755 0.000 0.414- 726 0:000 ;NB LT 22.9 1553 0.147 0«259 402 0-"570 * ' R 0 1755 0.000 0.431 756 0.000 SL' `LT 95 R 0 1379 1,755 0.069. 0.000 0.259 0�s4"31, 3$7 75.6 0.266 0w000` Cye- 58sec. um (vjs ) ':critical Scritical _ "0 :506 - F,ostTitne per �ycleL0 9 = . 0 sec, X - 0,:599 ----------- Level of Service Worksheet birec- belayMLane Delay ------------------------ Lane bane Delay. LCIS tion/ v/o g/C Cycle d Group d. Prog Grp Grp �3y Blr LnGrp Ratio Ratio Len 1 Cap 2 Fact Delay LOS App App L 0..,10 '0:172, 58?: 0 l5:'4 287 0'« 0;11:.00 15.4 C ,8.4 E 0:32 0, 41.E 58.0 8.7 725 0.,i: 0.85 7: 5 B !. R 0..00 0.418`; 0 (?>. 0 726 0.0, G : 85 0 : 0 A ' WB r 0.14 6.1.T2 58:0 ' 15.5 287 " . 0. 0 T 0.81 ;0.41 , 58 «`0 1i,. 4 726,4.7 13 . � B _ R 0.00 0.44 58.E 0: 0. ?26 0 0 0.85 0.0 A NS '. LT' 0.57 0:2.50 5$.0 .14.2 402 .1«4 0.85 R 0.00 0..433. 8.8, 0 -0.0 7.56 0.0 851:0.0 A SB. LT ` 0`.2-7,.01.2.19, 58 . o . 0 357' *' , R0: 00 0.431 58.0. 0.0 756' 0« 0 0.85 ' 0.0 A, SnterBectiori Uela�y = ' 12 ..3 (sec/vehj Intersection Iff H,CM; 5TGNALI9lED ,INTERSECTION SUMMARY Center Fo Microcomputers In Transportation Streets:(E- W) Route '162 (N -S) Kelly. Ridge �. Analyst,: Speer Fi1.e Name: NOBLDAM.HC9. Area Ty Vie:" Other' 12-77.-92`titure _.,.. 2 _ Comment; No 1Buzlcl AM, Existing Lane "Config Eastbound Westbound ' tro`rhbound Southbound TI; R L, T' R L T R L T R fro. Lanes 1 1, 1 11 1 1 > 1 1 /raliames 2T 208 39 37 527 13 17`4 32, 47. 25' 60 87 Lane Width 12.0 12.0'.12.0 12..0 12.0 12,.0 12,0 12.0 ;. 1L 0 12.0 J TOR Vols 39 13 47 87 ` Signal operateons - �, Phase combination 2;, 3 4 5 6 7 8 t8 Left * NB Left Thru * Thru:, Right * Right Peds * Peds *' w?B Left * SB Left Thru * Thru �J Right * Right Peds Peds to Right * SB Right * EB Right WB .Hight Green 7A 21,-A Green 14A Yellow%A-R.A-R / 4, Lost Time 3.0 3.0 Lost Time`3.0' Cy g • cycle Length: 58 secs Phase; combination order. #1 02 #5 Iri'texsection Perfurmance'Summary Lane Group; Adj Sat v/C g/c Approach: Mvmts�°r Cap Flow Ratio Ratio Delay I,OS Delay L05 EB .i L �; 1667 287 0.10 X0.1,7 :1.5x4 C =� 8.4 -B•• T 1-755 725 0..32 .0.41 7 jj'Sr B 1755 726 0.00 0.41 '0.0 A; WBL 1667 2137 0.1h 0 17 15:5 C i3.S B. fi 17b5' 726 0':81 i ­ 0.41 R 1755 7,2G 0.00, 6.14 LTA` 1553 402 0:57 10.26 13.3 B "� i3`.3 B�` I' R, 1755 756 ; 0.00 0.43 0.0 A SB ,., LT . , 1379 357 027 0.26 17..1 B 11, 1 B, 1755"! 756 0:00 ;0.40 0.0 A �. Intersection Delay, -1.2.3 (seC/vele zntersection LOS _ B Wd HCM: SIGNALIZED INTERSECTIDN SUMMARY Center For Microcomputers In T ansportation streets:; (E-W) Route '162 Anal st: Speer - SNI Sj .Kel lyRidge---- - - -- File Name. KELIA140. .Area Type: Other 12-=22-;a2 Future Comment:' Scenario 1 All, Existing Lane Goniigl ------------------- -- Eastbound WestboundNorthbouna _= -__- Sautilbouisd� No., Lanes Volutbs Tame Width L T R -1 -� - 1 » ( 20 262 54 12.0 12.0' .0 L T. 1� 1- 1 37 627 12.0 12. Q. R � 13 1210 L T P -? � -1� � 112� 64 47I 12:0 12.0: LT R,, >-3,- 1 _ 25 $Q 80 121,0' 12.0 RTOR Vols 54 13 47 80 `Signal operations; 5. Phase combinatx.on 1 2- 3 4 6 7 8 2B Left -1 NB Left Thru. Right * * Thru *; Right Peds * Peds YOB Left * y SB Left, Thru *` Thru ,Right * Right *, Peds° NB Rilqhtl SB Right * Peds EBL ;Right_ WB Dight' Green 5A 24A !� _ 'Green X1.4 Yellow/A-R 6 6' Lost Time, 3`.0 3.0 �' Cycle Length: 59` secs Phase Lamb nation Yellow/A R 4 host "Time; 3.0 otder:;;#1 02 #5; Lane Monts Intersection Per Summary, Otoup: Adj ,sat ; v/c g/.c Cap Flora Ratio Ratio Delay LQS, Approach: Delay:. LaS T~ _1755' 1667 226 0 10 8031 0..3-C _ -0.14` x,0.4:6 6 . �.. B _ R TSB+ T R ]'75S` 80I O.OQ 1667` 226 0.18 175.5 8030.87 1755 803' 0.00" 9.46 p.0 A ` . 0..14 - 17.2 G 0.46 15.3," C 0.46. P:0 A 15.4 C NB LT' R 1512; 3g4. 0.73 1755 68.4 6, , .6 1 , L C 0.35 ' Q.0 A 17'.0 r SB `; LT. 1264 32�:, 0.3'6` 01+25 . - 12 0 . B 12:.0 B R 175' 5841 O. A0� 0.39 : 0.-0 Iriter9ecti6n b6lay tt 13.7 (,sec/veh) Intersection l,C'S : y4 HCM SIGNALIZED ZNTBI2SECI'ION SiIIZ RY Center For Microcomputers In Transportatfion .Streets: (E=y Route:.162. (0-5) Kelly. Ridge Ana lYgt R . Spero file Name: KEL2AM. 14C9 ;area Type:.. Other 12-27-92 'Future Comment: Scenari o AMS Existing Lane Config. Eastbound Westbound Northbound Soithbotznd L T R L T R. L T R L TR, >..��.__ 1-- ;No. Lanes 1 1 I 11 1 z��umes 24 263' S5 37 646 13 194 64: 47 25 80 83 ;sane Width 12.0' '12.0'i2 -.Q 12.0 12 . o 12.0 12.0 12.0 12.6 12.- 0 3TOR Vols55 13 47 83 Signal operations Vhase :combination 1 2 3 45 6 7 S .803 Left - ;* NB Left Thru * Thru Right * Right Peds * Peds vB Left * SB Left Thru 'I'hru Right * Right Peds * Peds k NB, Righ ` ` * SB Right t* EB Right; WB. Might Green. 20, Green : 14A Xell:ow/A;-R 6 6 Yellow/A=R 4 Lost Time 3.;`0 3.0 Lost Time 3.0 • 5� Cycle Length,, secs Phase combination ozsder•`#1 #2.#5 r Inter ed ior. Pelr. ormance ;Summary Larne- Gtoup:� Adj Salt v/c: g/c Approach: Nivmts Cap Flay Ratia' Ratio Delay . `' LO5 Delay LOS ll EB L-�� 1667, �� -� 226' �0. T2� "0. 14,: � 17 . o _C_ ' .7 .7 B T 1755` 80,31,'0.36'. ;0.4"6 6.8 B 0.00 0.46 A WB : L 16,671 226` 0.18 Q.14 7.2 C 17.1 C ' - 803''. 0.8.9;' 0.46 . R1755,; 803;' 0.00:0 ; 46 �0.'Q: A., . NB ';'LT 1509 3'84 0.751 d.25 17:7 C 17.? C R 3755, 68 i 0.010 0 .i: 3.9 d'.'0 A SB. LT 1233' 3�.3� 0.37 0.2� 1Z:0 B 12::.0' B R 1ar5!' 684 0, 00` 0 3�? 040 A Inter.sectYon Delay 14.8, (set:/uehj Intersection I,0 8 -_� i ti e 1;1CM: SIONFiLTUD INTERSECT1pN STJMMI 'Ry r Center Far ,Kicrocomputers In.Transportation ------- -- _--- __�___� ��_ - ---- :Btreets: (g7tW) Routs 1162 (N-S) Kelly Ridge hnal'yst: Spee File Name,: KEL3AM..HC9 A 'ea Type: Other 12-22-.92 Future pomment: Scenario 3 19,,jExisting Larne Config ____---= - ---y= --- =-- ---- ----`---=__ _•Southbound Eastbound ostbound Northbound L T. R L_ T R, L T" R L. T R . JiaLanes` y 1 Volumes 60 208 39 37 527 106 1,74 65 47 86 ?2 89 12.0 12 .p10, ;7.230 12 . Q' 12 r 0 1106 12.0 12;47 1.2. 0 1$90 ,Tjan volsh Signal Operations hasu comkiinaion 1 2 3 4 5 6' 7 8 7e€t * Na Luft Thru * Thru Right * Right I eds * Feds WB Left * SB Left * ;, Thria * Thru Right, * Right Peds , Pods NH, Right* EB. Right $B Right * WB Right Green '5A 18AGreen. 4 1A, ellavl/�,--R... �6 6 Y�e11ow j.A-R; 4 Lost Time;± 3.'0 01 LoStL Time 3.0• w r CycleL'engthw ` Bs ;secsr Fhase combination order: 01 #2 #5 ...�_-----_ �----------------__ :..:__-____-_ ._. _-- ._..,__.,w .._.......�._._....._.. s'InZersection Performance SumL.mary Lane Group . .�,d j Sat v'/ c g J.c Approach Mvritts Cap FloCa , Ratio Ratio Delay �,OS Delay LOS .. r:___' ',,L r�i___�.r i�_wv w"' h`~ _w"___ r_'__ '•'__L __r-w.r - __.ti ', EB L--- 1667 252 0.27 0,.15 1 C 9.l B T 3 755 _ 05 0.33 0.40 7 ,,3 :. R X755. 695 0.00'" Q 4,0 0.0 A WB 1667, 252• ' 0.16 ,. 0,:15 �.� 14:9 $ 14.E B T1755 695 0.84 040 14;9. B "R 1755G95Q40 NB LT' 1306 X370, 0.-72 6 �8 14:8 B 14.8 B R 7755 162'. 0.0Q. 0.43 0 0 A ' S ! -LT. 11152 <0.59 0 28 R 1755 7620.00 Sntersec:tion Delajr' 13,3 (secJveh) 0.43 00 A Tnterseotioft LOS B i rp ..... r C r � , x HCM:' SIGI�iALIZED INTERSECTIOPi SiJS�I - ARY Center,For,Microcomputexs In Transportation, _ - -� ---- -------------- -_ ----_=- -162 ;txeets : (E -W;) Route AnalYst: Speer (N S), Re1l y R' age File Name; KEL4AHI.HC9'I Area Type: Other 12-22--92 Fttture Comment: Scenario 4 AM Existing Lane Config. - -Eastbound -Westbound -L -L �L Northbound Southbound- T R L T R^ T R T i R No. banes �'1- - 1^ ]�- ( 1 � � `> 1� -11- volumes . 60 208 39 32 58,5 70 187 59 47 121 64`' 6' TOR Vodsh 12.0 .12.Q '1238 12.0 X2.0 12700 32.0 124' 22.0 1620 ` _.._------ __--- _ _ .,.»_ _- $;ignal Operations Phase combination: 1 2 3 4 5 ', 6, 7 8 EB Left NB Left. Thru * Thru Right * Right '. Peds * Peds WB _ 'Left' ' Thri , Right _ ,. * * SB Left Thru Right Peds Peds NB .Right SB Right * * EB 9' ht WB Right Green SA 21�,. Green 16A; Yellow/A-R 6 6 Yellow/A-R 4 ' Lost. Tine 30 3.�0 �, Cycle Length. 58 secs Phase comba:nation Lost 'Time's 3.0 order: CL �2 05 Lane Intersection Performanda summary, Group:. Adj Sat v/c g/c Approach: $ftt,9 Cap; F16w Ratio Ratio Delay LOS nelayr LOS �. EB L 1567 23Q< 0.29 0.14 17.3 C 9.`7 B ;. T 1 55''`: 726, �0. 32: 0.41 �„ Z 5 E R 1755 726 "0. M" 0,1 41 ' 0.0 A �l wB L1667 T 230 X0.1.8 1755." 126'' 0.90` O''14 16.8 C . 18..4 C 0.41 18.,5 C R `1755 726 ; ' X0.00 0:4i 0.0 A R SB >>LT `.329-` 0.83" 1755; 756' 0.00; 900". 264` 0.78' .0.29 22.1. C 2�1, C 0..43 ` : 0.. 0 A t 0..29 20.0' C�0=.0 R 1755;.. 756,' ";0'.0"0„ Intersection,Delay 17_5,_(sec;/vehj 0:43 0:Q A Intersection:LOS --C _ ,s A, ' 'HCMi SIGN A 41ZED. 4 TERSECTIO,N SUMMARX l � Center For , Tn Txans artatian --------------- Streets: (E-VI) Route 1 2 (N-S),Kelly-Ridge Analyst: Speer File Name.: KELIPM«AC9 Area Type: Other 12-22-92 Future Comment Scenario 2 PM, Existing Lame -- _- __ _ - --_ Config - - -- I-stbound W..stbouncl - - - Northbound -- Southbound ' L T R L T R 1q m R L T R, �p No. iasnes Vdlumes, 55 564 165 87 361 22 133 149 173 42 1.43 61 L,xne Widths X. : 0 '12 «'0 12.0 12'. 0 12.0 12.0 12 0 12.0 12.0 12 : 0 RTGR Vols 130 2?2 130 61 Signal. Operations phase combination: 1 z 3 4 5 S 7 EB _'Left * NB Left Thru, , Thru _. Right * Righf a*. beds. Feds * WS. `_' Left * SB Leat Thril * Thru *; . Right * Right Peds * Veda< NB night SB Right. * * EB Right WB Right Green 5A .2 OA' Green 14A Yellow/A-R 6 6 Yellow/A-R 4 Lost Time :'� 3,',0 3.0 Lost Time 3:0 C cle Leri y gth 55 'secs Phase combination order: #1 #2 #5 .. rrr'�_.r_�'�_��w—i+r's,—w__'�_�l_�wr.u_�r_rc-w.w+y.s.i.y.►__'�r—s��_i�w�_r _w'�r___'r_r1�ir"—r ��. Intersection Performance Sumimary Lane Groti,p.' Ada Sat vlc g/o Approac I Mvmts Cap'1o�r Ratio Ratio. Delay LOS Delay LOS EB L__r 1667 _ -242 0.2' 0.15 16.0 �B ' T , 1755 734 0.85 'D:42 X5.1 C R '' ,1450! 606;' 0«06' 0:42 6«'2 B WBL 1667 242 0..40 734° 0`,15 16 8 C 0.42 10«0 B T 17555 0.55 8.4 R 17$7`31. 0 00.0: 42 .0: 0 A NH 1,T `1404 383'x'0 82 �„ R 1,463 612' 0 08 ,. 0.42 ._' 6.2 B . SBLT 1146` 31:3 0: 60 0.27 14'.4 B 14:.4 B L_ R 11155'.1. 734; 0«00` 0:42 0 0 A Tntersectiori Delay - 14.0 (sec/vehj intersection LOS 8 I h BCM N"' , S G1VALxZED INTERS }CT10N' SUMMARY . Centex V'r Mldtot;omptiters 'In Transportation . 6treets:'(E-W) Routes X62. Analyst. Speer (,N -S) Ke�3;Y Ridge File Name r ..:tEL2F2+I. HC9 Area Type: bthex2-22'92 Future Comment: Scerlario2 Ptd, Existing Lane don- fi.r. _Westbound Eastbound Northbound �� 866tliboundYw L T R Z T R {,' T R- T R No. Lanes r3,-1 �].- i- 1- 1 1- wL _',> V olumes 55 564' 164 81 374 2'2 338 1_Q;9 "1;3 42. 143' 63 Lane. Width RTOR Vols 12,0 °12.0 12.0 130 12Z.. 0 12..0 12.0 22 1c . 0 12.0 130 12.0 12.0 , 6 _ Sional Operations Phase Combination 1 2 3. 4 5 6 7 8 EB Left * NB Left k ThrLt * Thru Rigt * Right E Peds * Peds WB Left *, SE Left Thru Right * Thru Right Peds;.., Peds NgRight SBRight *' * EB Right WB. Right Green 5A. 20A Green." 14A Yellow/A�-R 6 6 'Yellow/A-.R 4 Least. Time 3 0 3.0 ' . Lost Time j3 .'0 Cycle Length: 55`secs Phase combination order::;12 5 Tnterseet o'll Performances Suiaimar'It Lane Group: Add Sat ;�/'c g[ Approach riv'mts Car) Flcyw` Natio Aatib Delay LOS Delay . LOSr T 1667 242°� 0'.215 °° 1786 734`" 0.85 0' 15 ° �16 0 ^- 1� ` B� 0'.42 15'.l ,, (: J. .. t R L T XB LT � R x.4'50 606 0.06 1667: 242' 0.40` 1755' 734' 0%57 1i5 � I'l, 0. oo 139.16'.. , �38�1;. 0 �84•� 146.3 612 .' 0 08' 0.42 ` 6:.2 0. I'Q,J�1 B ` 0`.42 ,' 8'.5 0.42 � i .3, 0.27 ,: 21,.0 u 0' .42 ... 6.2 II 58 LT 11 2 306.: 0.67 0.27 14.8 R x1755; 734'0.00` 0-i,:42 0 Intersection Delay - 14_3 (sec/'veh) - --_-- Irtersectaari LOH B I m i II i HCMd`"SI -NALZZED INTERSECTION SCIMMARY Center For, Microcomputers 'In Transportation: Streets: (t., W) Acute, 162 (N-SY. Ke1`. y ie_ Anal yst:."Speer File Name:. KEL3PP44W9 ,Alypt.: Other 12-22=92 Future comment: Scenario 3 PM, Existing Lane Config. -- ___ - Eastbound Westbound Northbound ^^Solthbouftd L T R. -. L,.', T R L T R L T R -- ----, --------- _-1-_ - -,-1.- - _ - - - -- - 4 Lane �. s � 1 1 �- 1 Volumes- 210 483 114: 87 781 107 90 .149 172 133 19 231 Width, 112.0 ].2.0 1114 112.',0 12. 0 7.1:07 12 , Q 7..;122 12.0 12.0 ' 'BYOB. Vo1s ' 122 Opera,. ions phase combination 1 2 3 4 5 6 7 8 )';B Left * NB Lett Thru, *, Thru Right * Right Peds * Peds WB Left * SB'Loft Thru * Thriz' Right * Right keds * Peds NB. Right *B SB, Right * Right: WB. Right Green7A 16A Green, 20A Yellow/Ai=K 6 g. Yellow/A�-;2 Lost TimA 3.0 3.0 Lost Time 3:0 Gyc1e'Length 59 secs Phase, combination order: Intersection PerEoktance Summary Lane :Or Aj Sat V/a g/a Approach: Mvtts Cap FlOW', Ratio Ratio Delay LOS De1ay LOS EB L--- 1667' -2$3: 0.82 " -0.17 -}3 G., -D 29-.2- -D^ T1755: 5u5' Q-:95 0".32.: 2,i.8 D R 1755 55 0.00 0:3%2. 0.0 A WR L 1667 283.' 0.34 0.:17 16.7 C 12.7 B. " T' " 1755 565 Q:55`"«.32 11.4. B' R 1,755: 565:" 0:.323 :. 32 O Q A NB 1,T 87.4. 290` 0.92` 36 31.3 D 2b.6 D .,R 140, 772. 0» 07 SB' 'LT 1053 375' 0 8�. Q 36 .' 2Q.2 .0 15:9 G R1470_ 772 Gj 16`' Q::53".7 iA IIntersection�De1ay --221_3 (secweh�� IntersectionLO5 -- _-_ f .. •s ile ' I 1 I a ixcm: SIGNAL19M), x0ER3E`CTYON ,SUMMARY Center For Microcomputers In Transportation -_ _-----_----_-__ _ -- f Stre.otsy (E -W) Route. 1.62 (N S) Kelly Ridge .Analyst: Speer File Name: KEL4PMHC� Area Type: Other 12-22-92 Future Conment: Scenario 4 PM, Rxisting Lane config. x ------------- �Eastbound� _ _ ---= -=-------=-- ------- bound Westbound +Northbound 5'authbaund- R I' T L T R L T R No: Lanes 1 1 1 1 1 1 o:lumes 215 " 483 11,4 87 313 84 105 140 17'3 130 154 197 'Carie Width 12.0 12:0 12.0 12.0 12.0 12.0 12.0"12.0 12.0 124,.0 RTOR Vols 114 84 ` 122 � -- -- __-Signal-operations-- ----- - - - -- - --- ,Phase combinatio , 1 2 3 4 5, 6 7 S; �. g Left * NB Left *' Thru * Thru Right * Right Peds * Peds WB Left *" _ SB Left *r r Thru Right * * Thru Right Peds Peds Na Right * EB Right SB Right * WB Right Green 7A' 16A Green 20A XellowrA-R 6 6 Yellow/A-R 4 Lost Tune 3.0 3.0 Lost Time 3.0 Cycle Length: 59. secs Phase combination order- #I #2 # 1 Ir tersection Perforfiance Summary Lane Group: Ac1j .Sat v/c g1c APPibadh: Mvmts Cap Flaw itati.a Ratio Delay LOS Delay;' L05 tB. L_ _ 1667 283 0.85 0:17 ~3'2.1 D ' 29.8 D T 175.5 56 0 32 28 .8 R 1"755 56:5 0.00 _ , 0:32' ; 0,0-1 A . WB L 1667 283 " 0:3'4` x.017 T 1755 565. 0,62 0.32' 12.2 $; R 1755 56.5 0:00 0.3 2, 0:0 ® NB. LT 866 ' 140 368;` 0.8 77:2 010-01 Q-4 16 216, 4 DI- 22 "7 C 0.53 4.5R _ AC !� SB L 1033 21 0: :'f R147:0 77,2 A`. 11 0.,53',;, 4:6 A Intersection Delay 22.4 (sec f veh) ntersectcan LOS C _ - -- -1 --- 1 j• L. 1985 HCM`: UNSIGNALIZED INTERSEC'T'IONSPage-1 k*k'kfr,k*,k�e4tie*#ir•k*******�Y'Ir*.ikir�lr,k�*•%t•h*:7Y*ikdr�e*aktk*,?k�r�*+Fie•kik*`*k�hSY•k*'�;kdr'r*�*�*�� XbENTTFYING INFORMATION --------- - ------------ - - - - - - - -- -- ,AVERAGE RUNNING SPEEDi MAJOR STREET:. 40 PEAK HO UR FAC.TOR .........:...,:....... .S AREA POPULA'IffCON:,....:....,:........... 10QOA0 NAME; OF THE ;EAST/WEST STREET.,.. ...«.. Rachel NIUM OF THE NORTH/SOUTH STREET ge,....... el Rid K ,NAME OF THE ANALYST .....:. .......:. Speer DATE OF THE ANALYSI;r (nit/dd/' ...:.: 12-16-1992' TIME PERIOD.A.NALYZED`... Bua.ldaut ,OTiiER INFORMATION.... No Build', AM' INTERSECT.ION TYPE AND CONTROL ..__---.------------- -...r------__�-__-- :INTERSECTION TYPE,: T— INTERSECTION. IWOR STREET DIRECTIONt NORTH/SOUTH CONTROL TYPE EASTBOUND : S'1y0F SIGN ;TRAFFIC VOLUMEG EBWB NB a SB LEFT THRU 0 ;67 167 RIGHT 5 - 0 NUMBER. OF"I", -777 777 - EB B NB SB LANE'S 1. ....- ... „,. 1.1. -, 7771, r '. ADTUSTMENT AFACTORS Page -2 -.-_...,--_.., ---- -__--------------.. ---_-_--__--,- 1' PERCENT RIGHT TURN CURB RADIUS (fit) ACCELERATION LANE GRADE ANGLE, FOR RIGHT TURNS FOR RIGHT TURNS A 'ASTBOUND 0 A.0 70 E ----------------------- 20 WESTBOUND ;JJ ORTHBOUND 0.00 90 20 N SOUTHBOUNb0.00 90 20 N VEHICLE -COMPOSITION', _- ,r min. TRiTCX COMBINATION AND, RST' S VEHICLES MOTORCYCLES` ------ - ----- ---2-..�.-0_ - - I� �-- WEST130UND ::.:_. 'NORTHBOUND _.__ ..-. 3 2 0 SOUTHBOUND 3: 2 0 CR�TI�A7�. 'GAPS - -iT.. _- �1 -AU�7t18TED--STGFIT TABULAR ALUES- DIST. INAL' t Tab`.l,e '10-2 j VALUE' AD3USTMENT CRITICAL ,GAP 14INOR RIGHTS � EB 5`r90 A C p /� 5.90,. 0e. 00 , 5.90 MAJOR LEFTS' NB' 5.2t 5.20 0.00. ® t+iINOF2LEFTS EB T 10 710 .0:00 x.30 ,, IMNTIEYING INFORMATION _ -- -- -- - _ NAME OVi i THE EAST/WEST-STREET...'... Rachhel'�..- NAME OF THENORTH/SOUTH STREET... DATE AND TIME OF THE.ANAI;YSIS Kell A� dgr {^4 ]2-Z6 '1992 t Buildout' ... .OTHER INFORMATION..;. N4 Build AM old i r ]995 HCMe UNSIGNALIZED INTERSECTIONS Page -1 I DENTIFY:I'N0, INFORMATION A ' RAGE RUNNING "SPEED., MAJOR STREET:.' 40 PEARHOUR FACTOR..... .......,... ... .9 AREA POPULATION....;...>.....,..:... 100000 NAME OF'TRE EAST/WEST.STREET......... Rachel. Aw I+IAME, OF THE, NORTH/SOUTH STREET....... Kelly Ridge ;NAME OF THEI ANALYST . .:.. ..:.::.... Speer - DATE OF THE ANALYSIS {mm/dd/yr)...... 12-I6-1992 ;TIME PERIOD ANALYZED...,b.,......;... Buildout, OTHER INFi3RMATION... ,, Sceri: 1 AN INTERSECTION;_TYPE AND CONTROL -- --- - -- - -a .._- . _ ...... _-- _- _-- - - -- INTERSECT1OTJ;TYPE: T -INTERSECTION , �. :MAJOR STREET DIRE0TI02d. NORTH SOUTH CONTROL ; TYPEEASTI3OUND : STOP SIGN, TRAM"FiC VOLUMES EB WB NB S8 LEFT 31 THRU 0, - ;60 159. RIGHT 26 - 0 45 I 140MBER OFI LANES _ ~NB EB- W B SB, s 3 � ADJUSTMENT- FACTORS Page-2 il,r -------------- �LANE PERCENTRIGHT'TUiRKCURB RADIUS (fit)- ACCELERATION �- GRADE ANGLE FOR RIGHT .T.URNS FOR RIGHT TURNS E'ASTBOUJJD ~O.OFJ� -70- 20 N - y VIORTHBOUND 0.00 ,90 20 N SOUTHBOUND' jo.00 90 2p N 'v �V�,HrCLE' CfJMPOS%i'`YON . s " SU TRUCKS FCOMBINATION; AND RV'S VEHICLES MOTORCYCLES- EASTBOUND -3- -- - - --2- -- -- --�- WESTBOUND NQRTHBOUND 3 2 ii 0 SOUTHBOUND 3 'Z 0 CRITICAL CS TAF3ULAFt 'VALUES ADJUSTED SIGHT DIST. F'TNAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP MIRO'g RIGHTS uo .5:90 MAJORLEFTS ` yf SIB 5.20 5.20 0.00 5.20` `MINOR LEFTS _ EBfi 10 7`010 IDENTiFXING 'INFORMATION _ - ---- w—.: «:._r_---_r.—.._ NAME OF TH.-9 EAST/WEST -STREET....:'; Rachel NAILOF THF !OATH/SOUTH STREET.... iCe ly Ridge DATE AND TIME OF THE ANALYSIS . , .. 12-1f 199:2 ; Buildiiut OTHER INFORMATION; �. SCerY: 1 ys rk ' I� ,I CAPACTTY AND LEVEL -OF -SERVICE:: ------------- Page -3 - FOTEN- ACTUAL FLOW= TIAL MOVEMENT' SHARES RESOVE RATE CAPACITY 'CAPACITY CAPACITY CAPACITY )� OVE-MENT 'v`(pcph) a (ph c (pcph) c (Pcp. h) c = c •- v ,:.I,OS --- - �- -M- -- -5T -- - _ R -SH -_ - a i lgTROR STASET EB LEFT 36 556 541 > 541 > 505''> A ' > 637 > 572 >A RIGHT 3a 61a 81a > X10 > 7'8a > A 17AJOR STREET NB LEFT 43 918 91$ _ 918 • 875 A 1 ttr, {1 -IDENTIFY NFORMATOrT NAME -OF THE_EAST/WESTSTREET,,.~... ------------ --- ---- NAME. OF THE NORTH/SOUTH,STREET .. Kelly Ridge DATE AND TIME OF THE ANALYSIS...•. 12-16-1992 ;-aua.ldaut { BOTHER INFORMATION'(f".. Scen. 2 AM k M i � r , i Z F ,r St'e.ot I I , r 1985 HCM: UNSIGN LIZED' INTERSECTIt7NS --o,j, piggd� f* *****,4" �rdrik k9i* **olr rdr tky �fcdrk a *.IrsFk` -k k it* tit *�r.�r�r ***kYrik elrkk7t Irtl , h*-_ IDENTIFYING INFORMt.°s'ION --- ---- - ---- --- - -- - - - - - AVERAGE RUNNING SPEED, MAJOR f -,',TREE 0, r, VE -AX HOUR FACTOR ........:......,...... 9 1 AREA POPULATION,. ..:..,.......,.. ..000AO NAME OF THE EASWE5 T STREET,,,..,.,. itAchel I, NAME OF THENTi.., ..R eil dge, 'kiZ, NAME, OF THE ANALYST..,:...:.......,... Speer DATE OF THE ANALYSIS (mm/dd/yy,').,,o,. ]2-16-]992 TIME PERIOD ANALYZED .:.... ......... Buildout OTHER INFORMATION,_ Scen. 3 AM .INTERSECTION 'TYPE ANDl" 'CON TROL ________. ___-_-_- --------- INTERSECTION TYPE; T -INTERSECTION :'MAJOR STREET. -'DIRECTION: NORTH/80UTH�; � .'. ' .CONTROL TYPE'8AOTAOUNDf STOP SIGN ' T VO,TMS- - - - - -- -- - -- -- EB`� 'WB NB SB -201. , LEFT 43 - U THRU �q 3 A 7 6 .w RxGHT 171 Q 11.8 ". NUMBER OF LANES SA l , e, t ADJTJ,STMENT FACTORS Page2 -- ---- - --- - ---- --- - PERCENT RIG1T TURN CURB RADIUS (ft ACCELERATION LANE GRADE ANGLE FOA RIGHTTURNS' FOR RIGHT TU22NS' -------.-----------_---------- EASTBOUND rr0.00 fi0 20 N NORTHBOUND 0.00' 90 20 N SOUTHBOUND 0.00 96, D 20 N VEHICLE COMPOSITION ----=..-----.-„----------------.._-.:-.r,.-! SU TRUCKS,COMBIRATION ANIS RV''S VgHTCI ES MaTORCYCLES EASTBOUND 3 --- ---2- -- 0 WESTBOUND -3 _2 `p NORTHBOUND s;® SOUTHBOUND 3 2'' 0 CRITICAL GAPS ' —_—.-----r_r------ .�. --- - - TABULAR VALUES ADJUSTED $' Fl�dAI; VALUE . AMMSTMENT CRIT�CAt; GAP MINOR RIGHTS - r-- -- - - - `' BB` 5.90' 5490 p.0` �SAJOR LEFTS Ntl 5'-.20 5;20 0.40 MINOR.LEFTS EB ��-10 7 `10 ,0 .'0.0 IDENTIFYI NG TNFORMATxON i x r -- —— ---------wit r_—..r w��--�. ww iw ..—� ri.ar�—.i: r.—arwr—•.+%_—wrr'—, NAME'C)F THE:EAST/WEST STREET:..:.. Rachel NAME OF THE NORTh7,/SS6UTH STREET:: Kelly Ridge DATE AND TIME OF THE ANALYSIS..., 12 15-1'992 Bul, out OTHER 7[NF(7RMA,TION...: Sc. yen.:'AH y L: i jf '� rv4 CMACITY AND LEVEL -4)F -SERVICE; Pace=I _ —inia r..l aK�i w P0TEN- ACTUAL FLOW- TIP.L MOVEMENT SHARED RESERVE A TY' , _ RATE CAP C I APACITY CAPACITY CAPACITY CPAC _ , WVEMENT '� (POPh) iPCPh )` C (pcph) (Pcph )' c ,= C - v LOS, p rte, M SH R SH «-rrw rr'aa 141NOR STREET EB LEFT 49, 487 400 > 400 > 350 B > 701 > 455 aA R7`GHT197 665 ' 865 > 865. > 668 > A I MAJOR STREET, I V8 LEFT 231 �f32 932 932 101 A IDENTIFYING INFORMATION -- ---- - - - - ---- NAM OF THEEAST/WESTSTREET, ...... Radhe7.-� NAME OF TIIE`' I4ORTH/SOUTH STREET..: , Relly Ridge DATE AND TIME .OF ,THE ANALYSIS...:. 12-16-1992 f Builc 0ut OTHER INF(�RI�lATION..:_: Scan. 3 Ali I` r c. CAPACITY AND LEYEL-Or-SERVICE Pace-3 POTEN- ACTUAL' » FLOW: TIAL MOVEMENT SHARED RESERVE RATE CAPACITY, CAPACITY 'CAPACITY CAI, *kC IT y MOVEMENT V(FcPh)c (pcph) a (PqPh) c(PcPh) c = ,ki .. y 1;OS P M SH R SH MINOR STREET BB LEFT 46 513 441 > 447 401 A 497 >A RIGHT 1:773 - 853 853 > 853 > 680 } A MAJOR STREET . NB LEFT 174 932 932 932_ 758 A IDENTIFYING INFOR14ATIO14 '. NAME OF THE EAST/WEST~STREET...... Rachel NAS OF THE NORTHMOUTH STREET'..:, Kelly Ridge DATE 'ANDTIME OF THE ANALYSIS..... 12 16-19 Bui lout ' 92 OTHER INFORMATION.... Saen., 4 Aria �1 � 1985 HCM. UNEIGNAL,1= INTERSECTIONS Page-1� �P Ir;k#tilric#*##•kiKSk**irie'#•k**sk•It*kle*•,t�kit*��##?.# :.*#1•'�e"is:#•k#•k�•k,k,#fir,#*��*��Srik#'*'h j4:**** • IDENTIFYING INFORMATION •----_------- --- _----- --- --I--------_-------- - - - -- ---r---_-- AVERAGE' 'RUNNING ,SPEED, MAJOR STREETi 40 �i P9AX HOUR FACT.OR:......-.. ... '....... .9 AREA�POPULATTON• ... ....:... .:.-,�;. 100000 ' 11AME OF THEEAST/WEST STREET...:..e.. Rachel ' NAME OF THE NORTH/SOUTH STREET..... :.. ' ,Kelly Ridge NAME OF THE '.ANALTST , j I 'DATE OF THE ANAL18 12- 6-1992 TIME PERIOD ANALYZED.....,....,....;.. Buildout OTHER _INFORMATION.... No BIMd. PM INTERSECTIbN TYPE AND° CONTROL -- - -------------- ------- -- INTERSECTION INTERSECTION TYPE• T-INTERSECTION I` E ,_ MATOR _ST..RE T, DIRECTION., NORTH/, SOUTH t �k CONTROL ,TYPE EASTBOUND: STOP SIGN TRAFFIC `VOLUMES' __ w EB WB1 NB SB LEFT;' � 5 - r5 0 r' • , °i*HRU 03:70 184 RY' HT' G 5 NUMBER OF LANES EB WB NB SB CAPACITY AND LEVEL -OF -SERVICE.----_^___...___ Page -i3 ----------- _-- --- -- - -- - --- - - POTEN- ACTUAL FLW- TIAL, MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY 11OVEMENT v(PoPh) c CPcPh)' c (pcPh) c pcph) P Z� SH c c- v R SH LOS - -- ' MINOR STREET 38 LEFT 6 4,9Q 4,88 > 9,8 > 482 >, A , > 608 > 597 >A RIGHT S 08 808 > 808 > 502 A lWOR.STREET NB LEFT 8 937 937 9,37 932 A IDENTIFYING ZNFpRMATION ---------- ---_�____,._d- ..------------ - - -- "OF - -- NAME THE EAST/WEST STREET...... Rachel NAME OF THE NORTH/.SOUTH STREET....`:Kelly Ridge � DATE AND TIME OF THE 'ANALYSIS :.., .. 12,-.16 -'19,92 M i ldatx't `OTHER INFORMATION.:.. NO 'B"ild PM 7777 gip. i 1,x:$5 FiGM: UNSIGNAIiIZED INTERSECTIONS 'k•If..��r1r'i�ir�r'leek'k;ti**Yr*�*;k#.7k�c9e�c�V't�cyko4'yF�**sY�k'Ac*�'****ib**9c�'**yF�c� ,i Page -1 !+k* �rfck' IDENTIFYINGINFOPMATION ,AVERAGE RUNNING' ' SPEED, MAJOR `STREET!, 40 i 1 PEAK HOUR FACTOR,..,, .............:... o9 AREA POPULATION.... 'NAME OF THE EAST/WEST STREET..... � I+FAME THHE NORTH/SOUTH STREET.:«,.. K611y Ridge 1dAME OF THE ANALYST.:. ..,:..,: la, .....,. DATE OIP THE Speer ,ANALYSIS mm/cid/ ] 2-16'_1g92 �. TIME PERIOD 'ANALYZED.....,:..,...... Buildout OTHER INFORMATION... Scen. 1 PM r- INTERSECTION TYPE AND CONTROL -___ - -------_:._ -- - - -- -_ _ _ _ _ INTERSECT. N TYPE; T-I1vTERSECTION ' MAJOR STREET DIRECTION: NQRTH%SOUTH CONTROL TYPE` EASTBOUND: STOP SIGN TRAF�'TGi'OLUMES EU wa SB LEFT -75- 6'6 p „ 9RU d G0 173 t RIGHT 73 0 72- NUMBER F LANES EB WB XB -� 5B LANES 1 - -�- --1-- - --= % ! , 1 CAPAdiTY AND LEVEL-OF-SERVICE Page-3 POTE1 ACTUAL FLOW- TIAL IdOVEMEATSHARED RESERVE RATE< CAPACITY CAPACITY CAPACITY CAPACITY J4O EMENT' v (� Fh) c (P Ph c PcPh) ' c (pc�ph) c = c , fr LOS '� MINOR STREET' EB LEFT 86 437 415 > 415 > 328 > B - > 5`40 > 370,g>B RIGHT 84 7,861 786. > 702 > A MAJOR STREET NB_ LEFT 76 8`77 877• 8 77 _ 801 A I17ENTIFYING INF QR % lUN --- - --- NAME OF�THE EAST/WEST STREETRachel..... `------- --------- NAME OF THE-NORTH/ OUTH STREET ..,'Xelly Ridge, DATE' AND , TIME OF THE ANALXhiIS . , ...uildott� 12 T6-1992 B, OTHER INFORMATION.... Scen-: 1 PM , � qtr p , `t C r X985 HCM: UNSIGNI�LIZ'ED INTERSECT;,}rti��! Page -1 .IDENTIFYING YNFORMAT.ION ,AVERAGE`, RUNNING SPEED, MAJOR STREET.: 44 HOUR FACTOR:... :PE4X .......:... ,9 .AREA POPULATT02�I.,-..:. VAM9 OF THE, EAST/WEST STREET .:..,:.. 'Rachel NAME OF THE 'NORTH/SOUTH STREET.,..... Kelly Ridge :NAME OF THE ANALYST............,.,:.... Speer' DATE OF THE ANALYSIS "mm/dd/ G yY) . .. 12-1fi-x,992 TIMI; PERIOD ANALYZED -4..P,0.. ........ Buildout, CSTHER INFORMA.TIO N.... Seen, 2 PM 2NTERSECTION.TYPE',AND CONTROL- - .iNTERgECTIO14 TYPE, T -6 -INTERSECTION' IfiAc70R STREET`` DIRECTION: NQRTH /SOUTx OONTROL TYPE JAS"PBOlMo,6, STOP SIGN TRAFFIC VOLUMES' - - - - . EB DEFT 25 r . THRU 4 160 175,E ' RIGHT T3 0 72" zl i+lUxER OF" .VANES rf NE SB l 4 F It " ADJTASTMENT FA CTORS Page-2- wirr-r-.:r-w-rr_-----------rr.lir-rr-r-rr-wr--r-rY::,_rr.� tPERCENT RIGHT TURN CURB RIDI,I`S - (ft) ACCELERATION LANE GRAn ANGLE FOR RIGH" `TURNS. FOR R1GIIT TURNS °?p` _ ~Nr GPMSTBOUND 0.0 ;IJORTHBOUND 0 90 210 N SOUxH80UND 0.0Q 90 20 P1 VEHICLE' COMPOSI.TION -- - - -- ----r r -- - - -- -- - -- - - SU TRUCKS $ COMBINATION' .AND RV'S VEHICLES t MOTORCYCLES _r_-r-_------ ------------- EASTBOUNb 3 2 Oil VIESTBOUtIJD ' NORTHBOUND. 3 20- ;,SOUTHBOUND ' p ITICAI' CAPS : --- -- - - ---- - -- -- - -- - T".aAR VALUES ADJUSTEb SrGHT DIST,. FINAL (!cable �0-2) VALUE AbJUSTMENT CRITICAL GAP 1�SINOR RIGHxS' _. EB :5.9.0 5.90 0.00 5 , 90 .. MAJOR LEFTS NB.2�i 5.20 0.00 5.20 MINdR LEFTS 7.10 0.00 7.,10 ,' °IDENTTrYING INFORMATION ` --- -- i ----- -- 'NAME, OF' THE.EAST STREET, Rachel - - . ... ": NAi4tOF THE NORTHMOUIM STREET:... 'Pe1�y Ridge DATE AND' TIE OF� -THE 1,NALSIS . ...T2-16:-1992 ; 3ixildbut OTHEIR. ; Sdei. 2 PM : CAPACITY AND LEVEL -OF 5EFiIICE -----------------=--- ----------- .. �.�-----_- - - ---- ----- -Page-3 'OMEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESER�iE RATE CAPACITY CAPACITY CAPACITY, CAPACITY XQVEM.ENT v (PCPh) (PcPh) � (`PcPh) c (PcPh) c = c - v ' L05 P -- -- M -- SH- - -- -- - --R_ SH _ - XINQR STREET 8 LEFT 4.13 > 413 > 327 >` t 539 > 369 >B RIGHT 84 784 184 > 784 > 700 > A XWOR STREET L NB LEFT 76 875 875 875 799 A IDENTIFYING INFORMATION -__..--.._..--=----- - - OF`THE'EASTIWEST STREET Rachel NAIM . OF TIM, NORTH/SOUTH STREET.>... KKe11y I Ridge DATE AND TIMEOF THE ANALi��3IS.,.. , . ' 12-16-1992 ; Bui,!&Ut INFORMATION OTHER INFORMSceli. . PM, .... ,4 ff m ` S �I i'DJUSTiNT . "FACTORS --------------------- ----------- PERCENTRIGx TURN CURB'RADIUS tft) ACCELERATT()N LANE I� GRADE ANCI,E FOR. RIGHT TURNSFOR RIGHT TURNS tiff,EASTBOUND -0.04 -70-- - -- --ZQ--- --�-- --- ;; ST80U1 11 -9 illl. NORTHBOUND d.00 0 20 ` N SOUTHBOUND 0.00 90,20 - N VEHICLE COMPOSITION . SU TRUCKS COMBINATION AND RV S VEHICLES t MOTORCYCLES # ------_---- . __ EASTBOUND 3;2, ---- ---__- �---------�_..� 0' WESTBOUND NORTH�30UND 3 2 0 . SOUTHBOUND L CRITICAL GAPS TABULAR VALUES .ADJUSTED' SIGHT; DIST. FINAL :(Table 10-2) V. LUE ADJUSTMENT CRITICAL CAP MINOR RIGHTS �- EB 5.90 S.,p 01600 5.9Q MAJOR. LEFTS NB 5,.20 5;:20 0:00 5.;20 MINOR, LEFTS" EB X7.10 7.10 0".00 7: 0. IbENTIFYING INFORMATION ,NAME OF THE.EAST%WESTwSTREET..:,..".Rachel.__ _ NAME' OF THE .NORTH/SOUTIi STREET, :.: Kelly Ridge DATE` AN�7 TIME OF THE` ,ANAY,X$IS:... I2-,16-'1992; ; Buildout 0 H t IN ,RMATION.... Saes;,: 3 Qt2 s{,,,. 1 II �' 1F CAPACITY AND LEVEL-'F SERVICE -------------- - _-- -- -- -Page-3- - r POTENT- ACTUAL FI,QW-TIAT MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITYCAPAdjTY i"APAC7,jY 14MVE,MENT, V Oggph) c ( PcPh) .M (PCPh) c (PC �h) c = c - v L05 _ --__, - -------- -- - SH R 5H c, XTNOR STREET EB LEFT 190 320 180 > 380 > x»10 > F. RIGHT 514 t353 8:5I 425 > > $5] > _279 ;�'F 837 > B , F T4AJOR STREET NB LEFT 463 895 69-5 895. 432' A IDENTIFYING :INFORMATION �.� -- ---- NAME OF THE EAST/WEST STREET.,... Rachel ------------ - - - - NAME OF THE 'XORTH/SOUTH STREET`..: , Ke1].y Ridge DATE AND TIME Ok` 'THE. ANAL?SSS. ;..:. 12-16-19:92 ; lciout 1 OTHER INFOgMAAwxOx....Sceh. 3 QPM ,;Bui f 19$5 HCM: UNSIGNALIZED INTERSECTIONS Page-] IDENTIFYING INFORMATION - --- - - -- - --- --------------------- ---------AVERAGE AVERAGERUNNING SPEED, MAJOR STREET.. 40 PEAK HOUR FACTOR,'.... ,.�..,..... .9 AREA. POPULATION«..«..•.0«'..«.......:. 1000p0 .NAME OF THE EAST/'OST STREET..':., ... .. Rachel NAME OF TFiE NORTH/SOUTH STREET;.:..«, Kelly Ridge NAME OF THE ANALYST.«..,.....,.,..... Sheer'' DATE OF THE ANALYSIS ;(mm/dd/yy)....., 12-.6-1992- TIME PERIOD ANALYZED.:.. Buildout OTHER INFORMATION....: SCen.,� 4 PM INTERSECTION TYPE AND CONTROL --- -- - INTERSECTION TYPE T-1 INTERSECTION MAJOR STREET DIRECTION: NdRTH/SOUTH' CONTROL TYPE EASTBOUND): STOP SIGN TRAFE'IC VOLiTMES _....___.: EB NB SB -154. LEFT M367 Q THRU 0 _� 72:76 RIGHT Q ;151 I NUMBER 0 LAN FE S - EB WB , NB SB LANES - 4 i iii,. ' Ed ?,%APACITY AND LEVEL -OF -SERVICE ` Page -3 - - --- - - - - -- POTEN- ACTUAL ; FLOW. TTAt MOVEMENT SHARED RESERVE k�l RATE' CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT' v (pcph) cp(PcPh) c, (PcPri) c (Pcph) c =; c v. LOS -SH--R F 14xYJOR STREET EB .LEFT 1'77 333 203 > 203 > 26 > E RIGHT' 466 $46 846 > 452 > 846 > 380 > E i MAJOR STREET NB. LEFT 422 8 6 896. 896 X74 A IDENTIFYING INFORMATION NAME�OF - - - - - --- -- - THE-EAST/WEST STREET...... Rachel NAME OF THE, NORTH/SOUTH STREET.... Relly Ridges DATE AND TIME OF ml ANALYSIS..... '12-16•-1992 `$uildout OTHER INFORMATIML .: , Scex- 4, PM „ . ti 7 �x'ACTTY ;ANIS iEVEra-OF"S ERVICE Page'-M3 PO W- ACTUAL FLOW- TIAL MOVEI`Si NT SHARED RESERVE RAT9 CAPACITY CAPACITY CAPACxxX CAPACITY 11WMENT. v(PoPh) C P� PC�h) C (pcph) C c LOS, E? M SH - R Sid --- - -- iu $TlcEr 0B T-JOT 59 8,5 77 '77 RIGHT S5 497 4,51 419,7 441 A "' XA�A STREET B LEFT: 68 614 614 614 546 A ,I x`DENT,Z'J?YI1iG T,NFORMATION XAM OF 'THt' EAST/WEST STREET , .... Route 162. I� E OF TI��; NORTH/SOUTH STREET.., .. Gas Staticin DAT9 =ANb T�`ME OF THF ANALYSIS. , 1`223= 1��2 :, Fxeset�t , ETHER INFORMATION..; ... No build 'J.M: Traffic Plus Gas Station �� 4 Ir r. �4 I v x r l j CamliCITY ALI hxogS : SENSITIVITYTESTS r 3: I i 4� I 1�. I I i v 1.) 1q,tVRO(4 ON E3 , I I - I jl- T,z I ., IK u, m rl a 1,r f I I Tilt' r jld["It I TO 9V- t -It" OF 11 V,. r- el Sr f, J' -SJ r R r, ti 1, 1 I t trMf^ pp i-k�t W,6 R, r F1 1) U I -TrWKI S lopl.,nToo 0Y,�i r 041�- OF t E, OF 1 14P, 00LY. jq I'M VI., PER 100 YZFD�.` t, F. 14 f 10 1*, 56efl i MI, 0 -IER 04r-ORMA .1 T Y.prNO. C 0 rr A, FCTJ, 014 IRTE-P "TIC lty 4 14143 Ro r E'S wrf-ifilotj P 's, wo, 1, -,' 43ROL T 9' W . I 71, I Js fa tjoili , '1Y frt flo C; I y - E e), p A I4W PA of t -I 1, K IS VI lit m,s II 4 f 4 4-4 V [4, .40 41,? 41 MINOR A, v 11/1, 4(7 > 4 4� r�.' b � 41�1 11A, "TOR 'ST R t E! 1.4 r. r,,Ili r 34 1$56 Z,*i, 24 4 9 'I I oulwrl,Pff;jr.". &ORMAT. T V) A k bi 0. �I E Ir `0 or"5", wiJ4,04 001 111-1 virm In o po J, n I)AITV, t�:If 'll N45i.11Jt QN- A Eat VE i�Cc'N'i 5141A C ,'A P U I T V, C' , APAiG IT)` GAPAC', I I Y ut hi oo �,01, fly 'm 0! I 419 it 01-8V r T 41 39 a 1 64 e 4 46 4 tz, ui kel J E F T,, 52, rb RI: 4T �4 6, 6 615 40A A, t. '3A 4 49,6 496 F" 467, 461 467. 4442 A, 4,Nl' I F JIO�- AMAT TV 4 EN T/WFS' :5ST PLAVIE TH E 3 i Rt 1 16IR FFA of- llriv: m/,sarw s -,y ntil" Ssficlool i�6, -r o,r-,* J, HE `12- 116-11V; 9? 13 OAT 1- f., Y s N ORMAJ A thr4 14ne" on R v�! U6 1. V 1 In i 4 'gCM: SIGNALIZED INTERSECT' ON,, 9UMMARRY Center for 14icr ocomouters xn lransportation ,streets. (E -W) Route 16Z M(N-S)rShopping Analyst:; Speer File Name.; 5HOP1PM1.HC9 Area Type: Other ] 2-17--92 Future Comment:, Scenario i PM -='Northbound---Southbound-- Eastbound Westbound=- L T R L'' T R L T R ,L. :' T R Lames Volumes 243 522 66 16 355 184 32 5 26 236 5 226` sane Width 12.0 ;12.0 12.0 12.0 12.0 12.'0 12.0 12.0 12.0 12.0. E,TO�t Voss •60 60 26 60 --__ _ Signal Operations Phase combination. 1 21 3 4 5 6 7 8 EB Left *NB Lefts, Thru *' Thru Right * Right Peds* Peds WB Left * _ SB Left Thru * Thtu. Right * Right Peds *` Peds NB Right * EB Right ' SB Right * WB Right Green 16A 29A atoen 15A 14A "fellow%A-R 6 6: Ye; oUr/A-R 4 4 Lost Ti�r[e 13.0 3.0 Last Time ` 3',,0 3i.6 Cycle Length: 94 secs Phase ciombinat,lbn order; �#1 #2 #5" 6 I;t�tersectiort Perfpr,7'ance Suinnmary Vane Group: A(I Sacg/c Approacri: P?`rmts Cap Flow �Rati.o Ratio Delay S Dela 10: _ EB L 1692 342v.. 0.79 0.201 35.1F h� 35.,f7 60b 0.96 0'. 34 �� 35.9' D R 1751 60 0.00 L, 164 2`.. 3 3 2 0 0 °i D 0 23. 0 C° V?. '� 172' 589 „.� 0.6'�T A.34- 18:9 C R 1428' 486 0.2i,� ;b.34 1.4.7 B-; NBA L 166'7. , 2, 0.11" 0".1.7 ." 25.1 ., D Z4., 6`. 1' C C S . 166 28 0. i, 1p.17, 5.3,4 E AS',7 E�, . TF: -1471 23 5 0 8:1 ,='0 ;16'' D , Intersection Delay 32.'7 (sec/v4h) Intersectioin LOS D _ _ r , I I , l; HCM: S?GNA , ZE17 .,INTERsEctrl, V SUtIN,ARY Center For aroco p rtatxon --mputers In T rans o _ Streets (E-Wj Route 162 --. 4N`. S) Sho Analysts ,Speer i?px�,1g Area Type- Other. Vile Name: SHOPiP-m2.TfO. Comment: Scenario -PM 12--17-92 Future- -- ------- -_E_--- - - -= --_ -_-- - astibound Wes abound Northb' ' c;^ - - : ---0- L T L Southbound T R L T R T „R ---- 116, Lanes 2 1 -- --- --- - _ 1 2355 Volumes 243 5.22 60 16 18'4: 321__ 1 I..y- >�1` Lane "Width 12.0 1,2,.0 12.0 X2'..0' 3��."0 ',12.0 2��. 2365 2`2 G" .. RTOR Vols -12."0 12.0 12"x0 12o EO ,60 -------------26 - - - _ 60 _ Phase combination j Signal Operations ---- - - - -��_ - Phase Z EB, Left 3 8 6 Thra NB Left *i Right Thru , Peds * Right Left * Peds Thru SB`- Left: '� Thru Right *: Peds Right �k NB Right� Peds; SB Right EB Right WB" Ri. Green 16A 15i ght Green Yellow,A-R 6 6 1Yellow/A-�R 4 Lost Tlme 3.03.0 Lost Time. CXcle Length:: 67 secs Phase �`�comk�' Inat on order` • ion �P.arforna naLarie Group 0 , SunimarSa Y - (� Ad] t MSrmts 9 Cap. Flow Ratio Ratio r .?approach: ..-_Dela y�" LOS Tela. �f)S - j, --- 16'92 48b- 0 • .72: 0 28" 20.11 3563 95.7 0 G C' 82. 0.27 1.8 174�+ i 478: 0.00 b,27 •" wB L 164: 466; 0 0 0.0 0.2 8 i 13.3 g T 345T 929` 0 5"Z 14'.1, B . R Q 27 14 "2 B 1469 395, 0, 45 2`7 _ 0 v;NB LT 13.6" B 338 �1 106' 0.S0: 0.31 .' rR 1755 14.7 B 1 T � B 1048 0 00` " 0.60, < t �� 0,.0 Ai SB LT. 1470 46,1 X0.75 2 C �' R;1452 891 A. 2T� 0; 60 11 ; 9 B Intersection Delay 4 ? A �Yehj Int tion LOS U r '7 , f l I , "e i G r S GNA417C1) TNT r,'RSiJCrIONSUMMARY Gonl~er Fob midrocomput'ers et;s wj` 'Beate2 1., •1 'fir. n pa tat; on ON -j Shcippin0 � fi Ava",ys''L• : speer Arr'e Type: other File Name ; SHOPI',AK. M9 12-17~92 Flrture Co rru►1e»t: Scenario 1,M i EastboUnd,. ; Westhound, ; Northbound Sou�:hbauncl^^ �.r �1'OR �If{ �l csl�xmes . 60 246 l4; 7 77.1 pane W;ic�th 112.()' 12.0 112.0 12.0 �_oJs .;' 't 81gna Opera t,77'; 1.0 5, 3;� 87 5 70 � 7.2.Q .12 -0i X2,0 X1.0 90 ` 3; 70 , ions r I�hase .'c 2 5 4: ; 5 6 1 ;8,0 Legit * ;.NB Left Thru * ; Thr i t Pectis 5�13 Leat * ' Peas ; S$ Le£t rr Thru * ;;' Thru i' ht Peds- 1is $9 Right �` it Right Peds i" EB Right i�B Aight or, e.O'n IIAI 424,:{Green 6low/A-�R Ldot Time I � B.O 3.,0 11A 4. m' st Time 3, 0 Cele engtkr: 80secs Phase, combination order c ,41 42 #5 �_- 1nterse'ct.ioh Petformance, Summary Lane� Griiup: Ped j''Sat '; vac gIcApprdach ,M.vmts Cap Flow Ratj` Ratio Delay LOS Delay LOS B L 16296 0:.23 1..0:17 21.6 G 9.0' B TR 17`81 1002 0.27 O ; 56 5,91 I B 1647.. 287 0.03 0 .,1'7. 20.3 C 19.7 C TR 16961: 954 0, 3 0.56 19 -7 C, 1� TaT 140 211 0,08 R 17550 0 �Oa 5 L 175.5 2b3 0.39' Q.15 18.9 C�18�,.9C � Q . 320.. ( A ��15 20.8 C�: 20.3 C' -17 55 570 '0 :'00 0:32 0 ; p A I Z.n,;asection De.ay°. 170 (seC/eh) Inter:secidn L05 -. C rel - I r I r ' fi ~ ;III IK Ir sIGNA1JIZVQ 1 Nxl•:R 8C`J"TON : ��JI4SMARY rs�r_Mi�:romptat�r TO Tranprarl at inn- —nr_ - - olxeots.': (F,�W) Route 7.62, Al).,a ; Sneer Oa Tyne: oi:her c pent. Scenario 2 PM (11-8) shopping__ I! ile Name : SkI0P21 m'JI.C9 7.2 -17 -9?. ,Fufiure --�'Eastbound ^�,-yWestbound, ; Northbound'-.;--Southbound�- T R ,j. L, T R.. j .Ij. Ilr 15 Toanes , 1 C , 1 , > 7 1 1 ) 1 ,tamers ; 226 538 '60, 7,6 4lij 154; 32 5 2611 2,19 5 1,91 t r��; Width ;12,.0 T2.0 ;1,2 0 12; Width- 12.Q 12A0; �2.Q 1,2Q Signal, oPerations, Vbase combination 1 2 3i 4 in Lift 5 6 7 8 ;NB Left Thru * ; Thru _ Right* ; Right beds * WiD tef t * ; Peds SBL Left Thr, u * ; Thru Fri ght * >bds i Right 1 s Peds DAB Right ,. Right * IIA Q31 ow/A �R 6 r'�� 118 Right ;W'13 Right Green :,,]:"2A, i Ye17 ow/A-R 4 Lost Time 3.0` 3.Q ';Lost Time 3;0 'ole Length.,, 62 secs Phase combination order #1 intersection Peri o,mance Summary, Lane Gaps Ati� fat v%,c , g'/e Approach,: Mvri►#:s capl:oW Ra t+;io Ratio belay LOS Delay: LOS L 16'92 382 0'. 66 Q .23 1.9:4 0 7<5.5y C TR 164.2 371 0: 05 Q i, 3 14.E B 7 7 .4 B i'18 L7,47" Ice TR 1705 ? i5 0.70 0.42 Ill B NL', 54 14 0.37 Q Z' I4�. 3 ],4 . B i 17 55 7,64 0 ,��tlQ.� 0.4'4- 0.O '� S8 LT1679-�� �.�a Q.��,.;z.4,s.' �C ] 468 6;39 X1., 3 Q .44 6' 8 B Grp to sedan" .De7 ay, treh = ] �; • (ac%1 Yn tet sec�i on, LOs B f !_-2 T ` Jy k.' a? . S A)>aUSTM WT'AC,ORS ;@ i R�g� -2 4 „ RERCtWT RIGI r' '. URN CURB RADIUS (:i k) ACCO%ERATTON LANA; GRADE , ANGT.�E I'0R RlGii ' TURN' 5 i+OR. RIGHT '�CIJItNS AA.STBOUND 0.00 5 20 N f'".$ 'BOUND0.0090 20 N . r 0.00 90 20 �D1,S`FIBOUND N 00THBOLIND 0..00 99 20 N VEHICLE COMPOSITION--------------------------- SU TRUCKS ?o COMBI1•iATION ; ,AND RV'S VEHICLES MOTORCYCLES EAS.TB,OUMDsp ~ "f�E5TB0UND 3 2, ,, 0 , NOATHBOUND 3 2 Q �fJ11TFiBOiU?dv 3 2 Q I• , �I T CAI GAPS . � AVALUES :ADJUSTEI) ST;.GHT DIST . F194 (T'ab1 �` 102 j VALUE ADJUSTMENT ' - CRITIC AL GAP 14,111OR kIGHTS NB 6.506.50 O.O:J 5:50 6.50 6 ,56 G. 00 6.50 iMWOR LEFTS EB 5 . 5- 0,5, i.50 0.00 5.50, W 550 0.00 ! 5.50 MINOR' THROUGHS 1 NB 7 . Sq 7.5q 0.0{ 7.50 SB 7.50 7:50. 0.p( mIN09: LE;~'TS, 'Na $ .'0Q'8r. 00 0.0 8 00 S$' .$ . 00 DENT IS ING 1NFO MATxc N Not OF THE EAS` /tdEST 5,TREET .. ,' RKtUt�' 1 AM0 D�. TRr NO:It "IJ/80011-1S`i'Ri C'.P . ,:, ` KOI l.y Radge "I 17AT.E A? D xSMF O TaE ANAD S , .'4 7:2 ?3 1,9 2` , F'i:itur� k oTiiER ,Z NPORMA'T:ION _ .: No , I3tt "Id P, M , , bo r, C`I�� At 1'`l'Y,1�HI) :F�i�F 'Ole' -SMI CF Page -3 1OTV_ ACTUAL �' 4f-- '7 Al, MOVEMCWT SIiARRi RATE CAPACITY CAPACITY,' CAP!,cjV CAPACIT MOVEMENT v Pcph) c:. (pcph) c (pop PC - ; c .: c ' v ws (�h SH SH -R MYNOA STREET NB LRCT ,1,02 81, 22 � 37 22 —167 —80 >F P THROUGH 101. 13.6 109 } 109 8 > E 'RIGHT 199 432. 432 432 233 C MINOR STREET SB LEFT 48 61 10' t 24 1.0 > _115 -38 >PF THROUGH, `, 89 1:25 100 100 > 11 .>, E RIGHT 8.1 67.$ 61,8 618 537 A MAJOR STREET 8 LEFT 7S ;75'8.. 758 758 683 A 5 w LEFT 2 ;2 � 522 �5�22 410 A TDEUTIPYIN 19FOR)WATION lAME,;OE TRE EAST/WEST STREET..., ... Route 1.62 !' NAME 'OF THE 101AT"afSOUTH sT4tEET. .. R'slly Riclge i7ATE AND TTfE 0," TSE ATTALYS-I OTHERI.NI'a�MAT SON .... Na Bill I'd �i, 12 231992 1� : iIi, ' Ett��� , 7 r% .l , . 0 , r .:OSTMOY FACTORS ' : ` P��?C� �2 ' PERCENT RIG, JTTURN CUR i3 }2AUTidS (ft I�CCrl�ERA`.i!TON LANI RADE'. ANGLE FO,R RIGHT.' Ti1R,NS FOR RIGHT 'TURNS ®STBOi1N�7 ASTTOIND 0.00 90 20 N a . 00 90 20 N T10OUND 0:00 90 20 N OUTIMUND 0 , 0090 20i VI LPH CLE COMPOSITI09' W SU TRUCKS COMBINATION j AND, kV, '$, VEHICLES % MOTORCYCLES :EASTBOUND -3- _2 �0- WEST-BOUND 3 2 0 3 ORTHI BO , 3 0 -D 50UTHBOUND 3 0 RITICALr GAPS " TABULAR VALUES ADJUSTED SIGHT DYST. lIILAL. {T abs 10- ) VAWE ADJ11S7'MENT CPJI T,C AL OAP` �4INOR RIGHTS NB' 6' . 50 „ 6 ..50 0.00 5 -5 SS 6 .:50 6..50 0.00 ilAJOI LEFTS• EIS' S x:50 WB 5,:5'Q: .`5.50 5.50 �` (? , 00 0.00 5.50 5.50 NOR., THRC5UGHS NHs 50 7 50° 0.00: SB` 7 .50� 0:OQ 'SINOR LFFTH H]] 8(. q 0 $Q .0� �0� : : 0 SIJ .J •,00 (0� /O�q�� C� . 00 Q 1.Q0 /S [0j i DENI'`IFYZN0 1N�gR�ATza�r, ; tJ MP F T,HF 'A"ST/WEST :STREET. Rou,te'-162 M MEQ SOI' 7,'I�iIJ NORT(i/Squv- ST m"I !P , y ... ''K� L �,y RicI DATE AND T IME 'OP THE , ANALYSI% ... (iJ'HEI� 7N 'C RMATIgN. . ,' Bu' Bu I'd A.N. t��{. 77 '.:1 S f5' ,p rj 1— J' f Q 1 f r I b Irl 1 ♦1 ! 1 `. ' vM1 r 41 ;CIi1 AC,STTY AND t,9VEL-(W�-'Srl,,q TCT Pa 1 -3 P0TEN� ACTUAL � 'OW- TIAL, MOVEMEN`l' Si7AREl� FtESERili .: RATE CAPACITY CAPACIT. CAPACITY 'CAPACITY' vE14N�r, v;(nc:�h) { pcpk�) i pcph) cel i c = - v LOs M SIT R sly` X1, NOR STREET �F,EI'T 200 115 6z" � 6'9 62 > �.16F3 -1.:x8 rF P THROUGH 37 1.891 117 > 1.77 � �.�a > D RIGHT 54 675 6,75 675 623, A MINOlk STREET $B LE 'x . 29 1,29 99 5 14:1. 99 > 44' 77, �E El D THROUGH 69 183 171 f ? 7 11 2" 1.0,2 > ;RIGHT 100 430 43Cf ,{ , 4,30 330' H MAJOR 8T,09T r8 'EFT 31 555: 555_ 5.55 524 11. WB LEFT 43 8LE 816 816 773 A I IDEI�TIPYI�TC ER r IN NNAME OF THE EAST/WE ST4 STREET ..... NAME OE THE NORTff/$OjjTH STREET.,. K1. Rxd�;e ;OAT.E AND IIMP, OV THE .ANALYSxS .. ; ,�:<;2 .�3"1992` ; L"W. ire, ' OTHERINEORbEATION,....' No, Sui1c�.A M. , 4 I� 77 Y�. a i J tI jS ,f.' I r � M: TCN , ' Er�,� rTrRiEC `10N' 8UMMARY center Por Mi cr-carn�aute>"s 111 Tvanspot�tat ~;Ridge', i, lets � Roote 162: (N -S) Kelly Speer p 1; Name ; KEL4PM1 . RC9 ° 'i pet ,t1t he;> Coltman t Scenario PM w/ -A �1.r1(� (4,ere �oi►�� M Eastbound ; Westbound i No thbou'rid�~; S6,tithbQUnd v r T R < ; 1 .ttyie ,],5 483 i],4 i 87 313 84 ; 105 14Q 17 3 13. ( �". 19 1.4a'ne Wi.i�tl1, a�2,0 i2 .:0 12,0, .0 12.0 12�p; 2,o 12,0 ,12 s,b112,0 RTOR 'VOIS , 1 4 ; 84; X22 = 122 - 11�,ase combs tea tion Signal Operations 11. 2 3 4 �. 5 6 7 8 B Left, ; NB Left Thrta Thru Rig �Right. F _8 * Peds * ' Left * ISS Left ', h u Thtu * ;; Flight Peds * ; Peds gg Righty * ; EB RJ.t�4ht Right iw Right en 8A16A ;Green 14N'' 6 i"Y`exaotiCA--R 4 Lost �T�ims 3 , 0 3 :'tl ; Lost Time 3 .'a' •le Length. 54 secs PhasO combination Order #1.'--2 #5-11- - X`ntexsecton Performance Summary(,- Lane, Otou1l : t4wmts ,, " Chap'lt�w Ad Sats c / :Apprpaclh t Ratio Ratio pela,y !f,S Delay LOS L 15,67 ii 3411; 0.0. 0.20 19t'1i,' X8.6. C T 11.7556 i$ 0 $ % (� :35 117 � o : a 0., 35 x1, 0' .'A 1 1 , 11,66.7 340 0 y 2g 0 .,20 ;` J, 3 �..5 T 1755 618. 0.15 6 ,0 , 35, . 9.9 r R 1%55 6],8 � b 0tJ 35 0..0;� A 28 N. I+°111.08Q8 .0':38 0 , 12.4 17 . B 'R 16#J 12.24 67 b,.45 0 , 28 x.0.8 3WO 4'2' Q :28 `:12 .'7 L � 1� i'O B 'T, A 16 is 46] b . 55 4 .'28 111' 7'' B mets o ct ' n, �e1a' 140 3 ( sec... oh). lnte"rset�tai.on LOS >3 ,,"'�'_..�._r�+e't , ;t" t•f '�i 'I�' f ! n t '. ., -, t IT - �j W", SxGNAT�'L Ei�' Tit'"ERSf,+' ION: S�t.1N,M4RY `t Ccr� ier Cs r Mac 't�cotaj�u�.ets 1x�. Trsraspor, l at on y auM��'d `., ,r'•y J,w.x r M. .�. _ ,s��k -kout' 16:2. W:r —� ��.+�' ' �iL '.."q. �:`F` w—y ".1 ... r.�.. . Ked J:Y 'T ge � 6 Nam KEL2P.N[1.HCg ,rta�.sFil'E A e: aLre 12-22-�, Futuro` ! iCctrl►neYitScenario ply, 1do F,7-,WRTbanes S. Westbourd Notthbo znd ; Southbound L T Ft L V R ;, L T 12 i TR 55 564 164; 87 374 221I x.38 1491. 173'; 4 x 143 63 L t�cc Width ;112,.0 12 ;��,.0 12,0' ; X2.0 12.pi 12.0 RTOA V'a�.s 13Q; 63 Signal Operations pbasE! combination 1 1 7.3 4 r 5 � 7 a E•3 Left * HH , Le Thru * i Thru Right * ; Right pedss Pett, W Let SSB Left Thru i Thru Right X ; Right Weds ' ped k,8 Right ; EB Rfght tight i WB Right ;Geeri 5A. 2OA ;Geen 1.4A } Y1aW A -R 6 6 ' A -R 4 Yellow /- Last Tune . 0 3.0 ;Lost Time 3.10 Cycle Length; 5,5 secs;, phase combii.mtion" Ord' :. #1 77 Intersect on Performance Summary Lane Groiip: Ad, ;'Sat �/c gJc Approaeh „ ivmts' Cap Flow R�t.io Ratza ;e7 a� LG^S:10S Y f EB L-_-_ 1667 7,420 .,25; 0' . ] 5 X16.0`C- TR 3.7 37 'x,26 0 9 2 0.9 2 l �� , 7' G1B "L� ' 1667 242, 040 0�5 i6.8 • C '10:1 B. r TR 1755 'i '0 , 42 C JIB L ^ 13'96 ' 3`8.1 0 , 84 0,.27: 21 0' C. 9 :1 R' 143 t12 04 08 0'42 , , LT 11+22 306 �. 0.6? , 0 , 27 �� i4 . $ E ,. E 7`'a 734 0". 00 0.42 0 {} A _'!.. Sn.toislectic rr Y7elIiitarsoc48n LO; = 'C. ryw.i+ _r1;f_. arJlf�si1 . ti1� •��,� L..+ _.+1 -" _ ...p Yn wt r.s _.ya..v_w{r �1s..1i4r ..f.rr �V. + 1 I I f C I° ,CAPACITY AND TE VEL -OF -SERVICE Page -3 ..-_-�..-� - - - --- - - -- ---------..------------- - P.OTEN- ACTUAL FLO�Wi TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph)_c (pcph),' c (pcPh), c (Pcph) c - c - v LOS P M - - - - - -------------- SH R SH' -- - - - . MINOR STREET EB LEFT 19:0 348 199 199 10 E RIGMT .51.4 890 890 890_ 316 B; MAJ�R STRE)ET` NB LEFT 463 91.5 915 915 451 A ;IDENTIFYI,NG INFORMATION __-ti..---- =•------_--___'.._...c.-------- NAME-OF''THE EAST/WEST STREET......'Rachel, NAidE OF THE NORTH/S©TiTH STREET i. Kelly. Ridge DATE AND TIME .OF THE`ANALY8I8.`...,X12-1`6-1992 ; Buildout OTHER INFORMATION...`. Scen. 3''PM, ;35 mph; 2 lanes on.Rachel ,r t