The URL can be used to link to this page

08-08-2017 (City Council) Agenda Packet Wylie City Council CITY OFWYLI NOTICE OF MEETING Regular Meeting Agenda August 8, 2017— 6:00 pm Wylie Municipal Complex Council Chambers/Council Conference Room 300 Country Club Road, Building #100 Eric Hogue Mayor Keith Stephens Mayor Pro Tern Diane Culver Place 2 Jeff Forrester Place 3 Candy Arrington Place 4 Timothy T.Wallis, DVM Place 5 David Dahl Place 6 Mindy Manson City Manager Richard Abernathy City Attorney Carole Ehrlich City Secretary In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: www.wvlietexa,s'.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wvlietexas.gov. The Mayor and City Council request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum INVOCATION & PLEDGE OF ALLEGIANCE PRESENTATIONS • Battle of the Badges Award • Blue Star Banner Presentation August 8,2017 Wylie City Council Regular Meeting Agenda Page 2 of 4 Parent: Marilyn Massey Son: Christopher Moss, U.S.Navy Rank: 2nd Class Petty Officer since July, 1997/October 2014 Unit: USS George H.W. Bush CVN77, Middle East Received Associate of Arts Degree from Collin County Community College Received Bachelors and Masters of Arts Degrees from Texas A&M Commerce CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three(3) minutes. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of the Minutes of July 25, 2017 Regular Meeting of the Wylie City Council. (C. Ehrlich, City Secretary) B. Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of June 30, 2017. (S. Satterwhite, WEDC Director) C. Consider, and act upon, the acceptance of the resignation of David Burkhart and appointment of Brett Swendig as Board Member to the Construction Code Board to fill the term of July 1, 2017 to June 30, 2018. (C. Ehrlich, City Secretary) D. Consider, and act upon, approval and final acceptance of the reconstruction of Ballard Avenue from Dallas/Collin County Line to Alanis Drive and authorize final payment to Tri- Con Services, Inc. in the amount of$52,983.32 and accept the project as complete. (T. Porter, City Engineer) REGULAR AGENDA 1. Consider, and act upon, Resolution No. 2017-15(R) of the City Council of the City of Wylie, Texas, accepting the proposed property tax rate for fiscal year 2017-2018, accepting the calculation of the effective tax rate, establishing dates for public hearings on the proposed property tax rate (if needed), and providing for the publication as provided by the Texas Property Tax Code. (L. Bantz, Finance Director) Executive Summary The City is required by law to follow certain meeting and notice (publication) guidelines identified in the "Truth in Taxation" guide. In accordance with the "Truth in Taxation" laws of the State of Texas, the effective and rollback tax rates and other information must be published and two public hearings must be held if an entity's proposed tax rate exceeds the lower of either the effective tax rate or the rollback tax rate. The proposed tax rate for FY 2017-18 is less than both the effective and rollback tax rates; therefore, no public hearings are required. This year's effective tax rate is$0.781014 and the rollback tax rate is$0.820041 August 8,2017 Wylie City Council Regular Meeting Agenda Page 3 of 4 2. Consider authorizing the City Manager to sign a Development Agreement between the City of Wylie, the Howrey Mary Stone Living Trust, Cecil Hale and Douglas Properties, Inc., for the development of a residential subdivision. Located at the northeast corner of Ballard Ave./Sachse Road and Pleasant Valley Road. (R. 011ie, Development Services Director) Executive Summary Mr. Jim Douglas (Developer), representing the property owners discussed with the City the possibility of initiating a Development Agreement for a 31.47± acres (the "Howrey Tract"Exhibit A-1), and 21.99± acres (the"Hale Tract"Exhibit A-2)situated in Wylie's ETJ. Staff has met with and discussed the general contents of the agreement with City Attorneys. 3. Consider and act upon, Ordinance No. 2017-23 amending Ordinance No. 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances, establishing a school zone for certain streets; establishing prima facie maximum speed limits during school hours in such zone; removing the school zone for certain street(s); providing for installation of signs and markings; regulating vehicular and pedestrian traffic; providing for a penalty for the violation of this ordinance, providing for repealing, savings and severability clauses; and providing for an effective date of this ordinance. (T. Porter, City Engineer) Executive Summary With increased number of students in attendance over the past several years, both Al Draper Intermediate School and Raymond Cooper Junior High School traffic has become of greater concern. Recognizing this issue,the City of Wylie and the Wylie Independent School District have worked together with our consultant Lee Engineering, LLC to produce a Traffic Operations Study for the immediate area surrounding the school sites. This study outlined many short, medium and long-term recommendations the City and the School District could implement to assist in traffic efficiency and overall safety. One such recommendation was decreasing the length of school zones as outlined in the paragraphs below and in the attached Ordinance. READING OF ORDINANCE Title and caption approved by Council as required by Wylie City Charter,Article III, Section 13-D. WORK SESSION • Hold a work session to discuss the Water and Wastewater Rate Update prepared by NewGen Strategies & Solutions. (C. Holsted, Asst. City Manager) • Discussion of a Request for Market Adjustment effective September 1, 2017 from Community Waste Disposal (C. Holsted, Asst. City Manager) RECONVENE INTO REGULAR SESSION August 8,2017 Wylie City Council Regular Meeting Agenda Page 4 of 4 ADJOURNMENT If during the course of the meeting covered by this notice,the City Council should determine that a closed or executive meeting or session of the City Council or a consultation with the attorney for the City should be held or is required,then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act,Texas Government Code§551.001 et. seq.,will be held by the City Council at the date,hour and place given in this notice as the City Council may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act,including,but not limited to,the following sanctions and purposes: Texas Government Code Section: §551.071—Private consultation with an attorney for the City. §551.072—Discussing purchase,exchange,lease or value of real property. §551.074—Discussing personnel or to hear complaints against personnel. §551.087—Discussing certain economic development matters. §551.073—Discussing prospective gift or donation to the City. §551.076—Discussing deployment of security personnel or devices or security audit. CERTIFICATION I certify that this Notice of Meeting was posted on August 4, 2017 at 5:00 p.m. as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wvlietexas.gov. Carole Ehrlich, City Secretary Date Notice Removed Wylie City Council CITY, OE WY Minutes Special Called Work Session Tuesday, July 25, 2017 — 6:00 p.m. Wylie Municipal Complex — Council Chambers 300 Country Club Road, Bldg. 100 Wylie, TX 75098 CALL TO ORDER Announce the presence of a Quorum. Deputy Mayor Diane Culver called the meeting to order at 6:02 p.m. City Secretary Carole Ehrlich took roll call with the following City Council members present: Councilman Jeff Forrester, Councilwoman Candy Arrington, Councilman Timothy Wallis, and Councilman David Dahl. Mayor Eric Hogue and Mayor pro tem Keith Stephens were absent. Staff present were: City Manager, Mindy Manson; Assistant City Manager, Chris Hoisted; City Engineer, Tim Porter; Human Resource Director, Lety Yanez; Police Chief, Anthony Henderson; Public Information Officer, Craig Kelly; Development Services Director, Renae 011ie; City Secretary, Carole Ehrlich, and various support staff. INVOCATION & PLEDGE OF ALLEGIANCE Councilman David Dahl gave the invocation and Police Chief Anthony Henderson led the Pledge of Allegiance. PRESENTATIONS • CWD Keep Texas Beautiful Award Robert Medigovich, representing Community Waste Disposal, presented a Keep America Green plaque to the City of Wylie for their solid waste events and recycling program. Medigovich noted that only 10% of cities nationally received this honor. Minutes July 25, 2017 Wylie City Council Page 1 CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three(3) minutes. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. No citizens were present wishing to address Council during Citizen's Comments. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of the Minutes of July 11, 2017 Regular Meeting and the July 13, 2017 and July 18, 2017 Special Called Work Sessions of the Wylie City Council. (C. Ehrlich, City Secretary) B. Consider, and act upon, Ordinance No. 2017-22 amending Ordinance No. 2013-43,Article 5, Section 5.1.F.Retail 21. Restaurants without Drive-in or Drive-through to reduce required parking to allow a ratio of 1:100. (R. 011ie, Development Services Director) C. Consider, and act upon, the acceptance of the resignation of Sonia Ahmed and appointment of Jade Duan as a new Board Member to the Planning and Zoning Commission to fill the term of July 1,2017 to June 30,2019. (R. 011ie, Development Services) D. Consider, and place on file, the City of Wylie Monthly Investment Report for June 30, 2017. (L. Bantz, Finance Director) E. Consider, and place on file, the City of Wylie Monthly Revenue and Expenditure Report for June 30,2017. (L. Bantz, Finance Director) F. Consider, and place on file, the Animal Shelter Advisory Board report to City Council regarding the meeting held on June 14,2017. (D. Dahl, ASAB Chair) Council Action A motion was made by Councilman Dahl, seconded by Councilwoman Arrington to approve the Consent Agenda as presented. A vote was taken and the motion passed 5-0 with Mayor Hogue and Mayor pro tem Stephens absent. READING OF ORDINANCE Title and caption approved by Council as required by Wylie City Charter,Article III, Section 13-D. City Secretary Ehrlich read the caption to Ordinance No. 2017-22 into the official record. Minutes July 25, 2017 Wylie City Council Page 2 ADJOURNMENT A motion was made by Councilman Forrester, seconded Councilman Dahl to adjourn the meeting at 6:11 p.m. A vote was taken and the motion passed 5-0 with Mayor Hogue and Mayor pro tem Stephens absent. Eric Hogue, Mayor ATTEST: Carole Ehrlich, City Secretary Minutes July 25, 2017 Wylie City Council Page 3 'I � Wylie City Council AGENDA REPORT LPTzXIV01 Meeting Date: August 8, 2017 Item Number: B Department: WEDC (City Secretary's Use Only) Prepared By: Angel Wygant Account Code: Date Prepared: July 10, 2017 Budgeted Amount: Exhibits: 1 Subject Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of June 30, 2017. Recommendation Motion to approve, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of June 30, 2017. Discussion The Wylie Economic Development Corporation (WEDC) Board of Directors approved the attached financials on July 31, 2017. Page 1 of 1 Wylie Economic Development Corporation Statement of Net Position As of June 30,2017 Assets Cash and cash equivalents $ 1,887,668.02 Receivables $ 429,062.56 Note 1 Inventories $ 8,239,603.19 Prepaid Items $ Total Assets $ 10,556,333.77 Deferred Outflows of Resources Pensions $ 66,481.55 Total deferred outflows of resources $ 66,481.55 Liabilities Accounts Payable and other current liabilities $ 110,866.58 Unearned Revenue $ 219,395.90 Note 2 Non current liabilities: Due within one year $ 1,710,457.82 Note 3 Due in more than one year $ 3,948,895.25 Total Liabilities $ 5,989,615.55 Deferred Inflows of Resources Pensions $ 2,839.41 Total deferred inflows of resources $ 2,839.41 Net Position Net investment in capital assets $ Unrestricted $ 4,630,360.36 Total Net Position $ 4,630,360.36 Note 1: Includes incentives In the form of forgivable loans for$371,666.66 Note 2: Wylie Ice Cream loan payments;Exco amortization;deposits from rental property Note 3: Liabilities due within one year includes compensated absences of$57,489.00 Note 4: The WEDC provides monetary incentives to companies to relocate/expand within the City of Wylie. At June 30,2017,these commitments totaled$502,000.00 •- •-• ..... .....,......... . ... ....... ... 2. .. (L'' , fis ,. 2. .... .... .2.. 7-26--2117 1111 FA GET111 OF HEISE PAGE: 1 BALANCE, SEFET AS OF'A JECE. TOTH: G061 111--NIGUE 1211,0SOMTA DISNEY CORR 4112:04MT1 12.14116 ASSETS 1000-010110 TIA.11C4 ON :BASH 4 CASA EQUIP 1:8057,1:16.02 1000-11011.5 CASH ,,,,, WEBS - 14111000 0.00 1080-6013A 111:14,113EW 0.00 11100-1018.0 DEPOSITS: BOA",:::60.00 1200--1049A °TATA -- MI NH CLEARING 0.00 100.0-101F1 I01110:111 0„06 1E00-10613 APAIF PICA 1000-104111 INTEREST RECEINABLE 1,o1V41-11511. PA TITS REC -- MICA 0„.00 looc,-1,151/ Accns REIS -- SALES TAX. Efi,00 100BYLLABIO LEASE PA:IMBUES RECEIVAENIA 0,00 1.0410,612950 2066 onmcstim 11.1111B11T114ELA 0„,00 1000--12990 1,0611 RECEIVABLE, 62,395TIO 171W0-1:1997 ASTAH ETs. - IITO TECH n„on 1020-11.2994'1 2F1111 INEZ --• FA1':106E65TE ACANG 371,4iRB.O6 1068-1411,2 INTETENTRA -... MSTERIETT: SUPPLY OLEO 100.1A-14.116 INCENTOSA" - 11,E142 fi IIMJITIENCTs 6,1139,„81071,19 1011;1--1411E ENVENCSEY - EANHAA &BADEN «LAD 0„00 10014,-0..211310 'PREPAID EXCENsEE -- NIAA 0.„00 1200-14410 DEESHAR.ED EGTA.1436,6 502E000.00 11.2058,2311„11 TOTEI ASSETB 11,068,333,77 ,222„....,.....„27..... ILLIBUALTrABO 2000--201.10 FEIBMAL TECOME TBX PAYABLE OLIN) 2000A-I0111 MEDICARE, 'PAYABLE 0,00 LOBO-10112 CAI1..„1.1 sUE110812 EATABLE', 0„,OCI AAB-20113 TESSII UNION SATA.BLE 0.00 100-T0114 IRS LEAN RSAAPIC 0.00 „nail--20415 KATIONWIDE BEFERSED 1.3.1+11? 0.00 2000-201.16 niE.Ju.;r1,11 'NIGAIR. AGNI-ECHIIIIEE ( 0„111 10000-(20117 CMAA PAYABLE 0„00 7080-4,1011111 Rif,..yrm IAA CANARIA 11.206, 20007.,6011.9 COPAGAG 11:MA1 RBPASYS 0,00 1000--20.1,112 FICA, RATAMTE„ 0„00 „„(000::(101:21 SEG EATABLE: 11.4W• 8i"000-2047:4, EICHISOT LCAN TAUB' PAYABLE. 8E00 .1„000--201.113 ACIACHA RENEOITE OTON A000--fiLICSA 19W1MERE1TIL1 ENTSECE 0.„.60 2000-CUTTS TALIA DEATESED COME O„.00 TOPA-2012B II TM„ PASEBIE 3„,00 A0000-00624 SHC„ IAMMI, AFRICA:EA PAYABLE' .1',BEAL 20.60.3110130 EGET1678 EFEB610(3, ABTAGANS 750.„00 2060-204311 ElINIARD TIMES DEFERRED cO1P8E1 OTOC. 2:1:10:-E01311 EGA EPAE ECTIED 131(200. G41AT-16,151. ICCABBBA WAGES •PETIUMBE 0„,00 2000-4,201.0-0 BOCAM" ELUBLATBE INSUR. PAY B„.00 nCM-20W99 M1sc 1^1ri4F1 ol.1.,, PAYARIE I'd.CAL h ? pr,..��„22'p dr 132 45 4?Nw! r P::Y:4m 222" 42"2L41.E 4 DG AS ,F :211,2"D, 21,11;X,"7 1 i1. 4gY12.rl +.2224w:w1zC u,141,222 rORP 2 4.X 11 C1....2 Y,X a:'X 10.A.,v2C4,2 714 ;'il rw N.('•M:II';1,4 , 105, .ir.M tl'.RO2.":20 o312 PRA)h.22,012a"2" Xa4 IE ;'1,4;'NI19 "tl,19.0..,,2V.1 221i14449i W?224241411494 ("p4"0„2.'.YI'W 202204,2:411 X rt:N DUE c) N''"ti.IINll',A tl:P.'q.0 DOD...:,2:22'7D C;NE"^D"1,1R,T"'.2D 4':u"Mf"u.„a''�22W° X.::,11,"39:ri, I'7N^l P 4M'r"'ILA:S4W 22'.:;2254 M'[',t'X'?MNo':"!6'+"P'l'. 4',1 Y:Y ;:."DOI,V 4242241:134:u Mkvl"""2,042 11'30d,W,..' q°d1Ills .121', l4T,D,L 222I422S1':P'M':W 24,,.14.200„..M"h4," R`C".122M2'tl. 1' P 2203 R"12,'N'W A 1.414 ...... YI 1�"r 962 49 VID00 F"MWI'D B,22 Fr.,11 rERVED 22,.1'112 10.00-3 I w WN:D I11422ND t1,2.fi,ANC I,...ILY1121212 52,221M .1'.g wN".4:1N 8, ^, r;N, ?p.H.'N,4$42 I2,31;",NM14 BEG 2..2i222:2,222 9224.211.12"4" 8 , ,40:497.4nw; .22,VIIIi12a.2W4 4 41,,22,,,,fl41221DF,,R, 'E4,112"02 EX!',' .,. 11 996,, .,1 M 2!.X3 1tl3"i"Mu..„ 4 i ij 130'011::,4'0010 0M0:00 'W Smp o"r"'il'�240 M.II.,212 p't1i.a1'a:l:, II XA12,.'T..7"tl'Ib ,;n 224;20,.p 0"r & 1�tlIIV"�a'.p:2..II II'M2,2ER,:'p 'I k CN ik;,&,„;XSM,m..d2 „ ...„.. .. _ .„, . .... I”-„22,--201...,, a.2 4.:',':ii' PH C r.'',Ir Y OF WY LI. 81).LAWCIE silE ET 3F5 OF:: JUNE, 30T.60 2017 922-GEN LWiG TER14 DEBT' (WEL11,) 11101,8D5NT4 TITLE, ASSETS 1000-10312 GOVERIMEMT HOIES 0.00 1000-AS110 USIAN -- 814IX, 0,00 1000-181:D1 L(1151A1 -- 81814INGUAI4 IF IF 1008-18210 AMOUNT TO BF: PROVIDED 2„00 1000-181),(0 SIPMINOCANI LOAD. 2.„20 )000510050 uEF OUTFLow -- coNTPLBUTIONS 07,022„2„9 1000-1.9015 DEE ONTELOW -- INVESIMEMT PROP 84,22.1.11„86: 1000-19185 DEE" OUTFLOW .-- PDT F4821550111 4,225,Le Z 04,110-l 912 5 (GP,ii,l),LoSS (NI l'Is'stlii1.Plirali 4:ilc;,1 2.11.6.139 TOTAL ASSETS 63.610.14 LIABILITIES 2050-20810 COMPEILSAIED A6612NCES PAYALAZ 94,619.3„61. 2000,-2011.1. cobir, AZSENCES PAYAZLE-CURRENT' O„.00 203F0-21,41.0 AccRL.1111M rNTEREST 4'AI00121 4.630.„65: 2000-20225 IIMEC LoANSICLIKKENV 1,658,„:620„16 2000-10220 BIRMIMLIDAM LOAM 0,(N1 2181-2223D rawci)D LoAN Ft Ft 2000-267.32 AN8 LoAN/EDGF, O„00 2051-26233 AMP LOWN2PEOMICOFD WRITE 580,813.mb:5: 2.002-28231 A1188 1101)14/PANDACII HitIG'JfEs 2°,995„15 2000-28215 AMR, LOAN 0,00 2003H-28216 Alia 10218121121VION LGAN 0,00 2000-24)231 ANB LONII W000081DGP, pAiivalAlr 54e,:11Wl,60 2000-28236 ARE: 0.,4.14)11/8504PI4�7kN 162,410.66 5045-28539 AND LOANALOBEIMMOBART PAYOFF 193,293.„.04 °POO'-123540 ((OGRES LGAN 00-28215 AliR LoAN/DALII.As WHIRLPOOL 2,000,005.00. 805-2E547 LA1)11A83 (I)AN 08104050.44 A000-128251 CITY' 22 WIA,IE LOAN 8„00 2005-28260 PETME ROTS LORN 2000 24100-28230 004441Nr11411DERSoll LOAN 0,00 000-5.8560 CAPITAL, (LINE c323ED LOAN 0,00 5015-2.4218 HO34)R3/311M4ER0812: LOAN 0,80 2D05-59150 NET PENSION LIABILITY 11114,812.„U1 31211.1„, I,I A B 7 LIT;'Es 1,116.845.„07 EQUITY 3080-38591: FUND O4,L4110E-UMPEREDVIONWC251( 2,1062009„.521 3000-359Q0 UNRESTRICTED FL)L POSITION ( 114,9819.00) TOTAL BEGINNING EQUITY ( 3,850,09e„„SE TOTAL REILAMM2 ( 0,2012,000,00) TOTAI 1281ENERS ( 851.890,„D1) ',II 111,1 , , , ,1, I I,I r`,,, I , , , t 9'. 9'--„2 9-77 0 1 7 99'„,'7:'v 7 PM C I,"c)r .0E" 962,21591,E 2956989 592„9,121,91119159 ANS) EX PENS E. RE loon - 1,11N151,110 I 922.1110.t AS 9112.„ „I1,„1119E 30 29110 2199 7 99 t 96.229,111,E, 91„5„53N299591999 1122.1115.19, 99929216 FIN 97997,1111112, 9511,1M.9419,912 099.5191,11913.029 11.91RRENT 1091 OR SEAR 189.92235,956.' 5 OF' nu pc)Fcrc PEP,roc) 930 A 99,059919"1", 5,821811,9915 191961,9092095,62,1191 E. 9.9.0.111.,A9.49,919 5,19121,152 10129,1F695,9111 1,5111,10129,5095 rAx))c::, 2,5'991„552,CO 1 91,'t 32„..96 0,95 11,,4 6 2„,8 93,36 0„00 1,1126,"1.9 8„5„,,11„ 561,4.3 91 cm rrcoo)cs Forme o r AT., 199,Et.6t„ 0„50 0,60 0„091 0,1,115 0,...99.19 0„SO. I19.2919,199,119,995 9915199:0411 t.19,38 9„00 2 t I.,.02 (9„6 0 1.59 224,66, 0,5 0 2„0 93„24 01„.9„Ft 6 109,9 S.91.„SI,LA NEDIS 1 1.105851.19 9„,680,058,05 09 9,5.1„42„591 0,0 0 72 18 1.04„„1„6 8 599,,6631,,134 411,9„65 1.221999,511 1119919,9.1u9112 19019121.625. 0„CO .19,60 0,.08 „1„,I,31„9 5,0100,91599 6,56 ( 2„,30 0,1202,00 t 0„6.9„9 20190„99„ 9195992,„RS EX 4 ,2 99,,00 8„Olt) 927'9,„It 111,19,„'70 0„061 114,91.1„16„392„61, 0„t„„110 t 2155,2194„5,99 1E5„5159 SYS PE„419.91T9t95919„ St 5.411119,92Y 11198,91ES9,1111.999121.2,19 11526,299219069. 5,2'0 3,711„65 2.2.9„.„9 9'7„24 220919,119„, 9902 EN'1'91 21.9951135 5,2 8 3„"t 59,991.I.:1 „,„12 6.t 9,12 2,24 0.150 50.5939,6'213„.Jj.:.;,,8 6 1 m 9 Si 2',77 4„,02'91„ 9.tt 97,6.0 291291199.99195„ 01,19997i"9/t9„99.5.N.F,R t, 1910 PENS 1929511.1159."w t 99:9.2„2,2 tt„5.09 6152,204„54 19„0 5 1,,095„7113,8 3 t 191„9E9 I 2,8 t,„„2,2",p,4„08 t .5019„5 5„„ ._ . „.......... . ... .....„. „.. .27.... „ .. .„.. :II:::::::2 110 2 11.1.I1: 0 2 N,.1E1 17 Pi 14.11.11:2 1.14/7 1,12.16.11111 11.10111.117, ,,,, ,..... 17111:71111N0 111 11.10,12 EXPENSE, 1214.111410101 ::::- 0.1131164.1.12„1:111111INA 1716 11E0 10111:7111 3 0 403, 2:011 .I.1.1.074121.4141 1,14104,0111:11141"C. 12111,11144, 17701:110,7 111,114:11171111111.1 1.10.111.1111,11711 01111111111111 41131.017 14111,1611, 0::::::II 01.14 14 4.1.0141145 1, 11E1 1111112111141 151111.11 OP 110 11,11.1171174. 71:0310.1.17.1, 1141/11111,11111,10.1111111 11,224111111113 '11111711,111114 143,11.11113 4 EP P.-4 111.71:111 1111144 110. :I,E71:71 17EN '4111X11111 1.1,.1111 :11,414.1 0,0 0 N„CP 1:11 11,ON 41.1,170 0„13 0 0 0 2 0 371 0 2 1.2 .0 1E1,NE 11117.X. '2 11:11 11 11 151.1141 1 91 "1 451,41 6, 2: 11 11 1 ,14117 11 11 3 "111 11...CIO NI...,,,112 07140 0.1111. 711,11„,:411 1141014121, 115.14:111 5 IIIIII,,1174111,6172 211 111 "I Pl.,.7 32..:4 6 51;„0 0 1,2,21,3'4 a,.;,.3 A .5.4,1.3 "111131011.14,4171,11,1113.14.101131411224.11, 11711174:„ 4 0 0 4-4 3 5.1.11 31.1 0 11,1417410111.517. 07 011.11 51/11.142111.IS 0„0 G 04„111N41: „ 11„461 0„0 0 .i.P1„0 II.11 4111„G.31 iI1,0 0 111111113.1„.„ 4111111,111111)1621.14.13.1,1513I A 14 A 1631.. '.'1..0 1:1 1„GI 0 1,1„C.1111111 0„0 CP CY.,.4.11C1. 6„44111 CI,0 0 1:0111711:11,511 .111:11"07111011 4110 0-4.0105;0 1141714.4155 1,71110:1111 074" 121111:10.11114 111.,N11.1 4604-64 611.16 AI.,,i,,,c..)c-A,rf 1,,n 1711120411521111 1377114117:114N11:41: 41,4 30„1.41 211„114 G*00 6,104„144 0,00 4040-16110 42X111100I., INEER161541 0,40 0404 0,00 4440 C1464 63.46 0,04: 4066-A0411 I4431.4 10141441ST 0444 4304 0,00 0,60 0,00 0,00 0,40 46044161SO IC11206461,1 EARNINGS 11,16'11„.0 5 0„.00 0„.0 0 4.,6 11 1,.(1,1I ICI)„0 0 1;. PP.,.11114,1 91 1 4741„3..N1 4 00 0-4 01 0 0 L11.41.11,' 11.E1.411111,N111 ,11,111,114161.14111.113 '41,635„.15 1,,0 4 1,:0 0 1.30 04 C1„60 0,.1:10: :3,1114;14,,4'4 6.10„',..1 4 0 6 41133..4 114.0 21.411111. 11013111111' 147,11.1;4E14 1114,4221:1417174 44 11,,410 5„011 0,0 11 0,GI11,, N,..0 0: 41„1114 41;,710 11.2.144 fit, 121,440411.1111011111 171311.11115:111 1 4,,,,„:1 a'f,i„o.1 la alLna.1;. 1:k,11,211 12,,7 4 4,,9 f.', .):,iffl', ,,,I,.!,,0 4 3.o n 8.5„11111 101111121111/01610411101.74,1051,411.041111 10,....II...).--4 8 4]..(1 01„1,211:111111.111111:111:01170 11.44,1711:1142 1_173 0"7 511.110 0„,61 01 C:,1111,11 11„017 c,OP 1111 2 41,71 177 1412 . 417,1101, 2 6,411„5 4 11„4 44.1 II, 34 2422111-111211(110:11,1121,14111111111 1.1511 0117.111 1..,0,1.1 11„0112„0.0. 4042.2 4 44;„511 0:,134" 11 2114 1 0 11„. 116,1110,1111. 11113111.141345.146„3 53113611111116 0 CO:OP-4 9/.PO 117111.41:11112111117, 111114114 14,10,111411111.1., 111.051.1 0..ON I. 11,„11112 11„:11,11, .1 a[r1 40 0 11::::::4 91:03 5 11111,17/1„ 61011E1 11414:06:411111:111 0.1111 11„111II 1, 011 22 71 4111,011111,011 0,1110 1 14 N„.134145 '-''ri..--4 9!'.,.5 f,..) :),,,.E,A,,,,,n,.,,., .i,„,1,,,,,,J,1,10:1,J.;,,,,,,,,I,, PA,.'.',1,'i4.1.•,,',1?4'.i,',ri,',', r,3 (.:),„(:),..3 („„m„,,,;',,.;',f,, (,',,.61,c; 1,1,011 c),co 0,,0 0. t,„'',,.0.(;'),. 0:11.9/10 411 111141111111.21,15115 1641,1112217,111111121 /7.0:24 0.1112 (1.11411 ,11.1„6 4.1.k • „„...............................................„..„..............„.„.„.„.._... 54_,...32,...„...3...3.43........„.......„.. „,„„3...„,.52„„„„...„3„„.„.:3„:„„,„. „..................• ..,314411 024.11,112. Ii.,41:141111.16 GI,'.1•01:1 .11411.112.431I1.1111; III.:,1:1C1 I.4„0 0 0,„.0 0 „„„,,,0 401,140 0„410 6„4„p 0 li. „,„4 40 6.0.44:65 0,0 6) 4„AIN,1 .. ....................„_.„„„...............„„„_„......„„...........„........ , ...„........3„,.... ._,......„6„„„„„ „_„„.„.„.„............„.......„„„.......................„,___„„ ._ _„„„ ....... 13,11111.41, 1110111,N1.11113113 11,,2'CIO.,6 51111„116 11.16411,1.111611..„"11113 0„1.1111 1,.IIII10 1111„,14 2„.1.1. I.1'..„0 6 l'., 2 1_5.211.11,4..0 1.1 IN..435,511. , "4 77(7220.1.7 7127101 I'M 2714127" /1114' 0121,I R 444[4123 1 2,13200131,141 43131:2 1013411141311727 R4513/4113,111 7.7 1117433121334214134 71477 7,3; 32,I1,244 7101011, 22137 111 44772421 1-70,42131301171 141/721171, 7231317 1021272,731252.1315017 22143 14111142 113,17,11115,12N1172,14 174121314-41117,212070,4 3310713111155 741112717,57413 PR I(204 427/313. 1111103152 7, 44.13 434112317122 134.7171414712 140 27,0311331 , 427111,01, 1.11772124177334,31221.1 0124,234431.1 1701027.52 1113,111141314.1014. 771234,3.1011715, 50770 13121115 527,30771371; 141714,4: 3.02 1014,0 rio,.,..„,„, 1!",6x.) 23 I,70/0„'324 /4,;,210 //„A 7/3,61 17/ '4.,4 1,4411 51 I 33 233/127511 1 MP 2,00 01„0 0 71,120 0.02 0,722 2,,00 :1,.20 17011 1;11017 072.7717334271533 17722 1„.I 7481,(13 0.212 /1,(NI 7, 1758.22 2..130 2:1,0 IC171.1112 0(.1:1312112 L 371,CP 1,14.4V14 205323,773.14 11,42 21,271 0,27) 3.210 2„PM 3„/12 /1.00 hi I 1411270 2:323111:7144/5/41120417; 41713,14,731047,7111 2..32 11,30 0,00 751„00 2.22 11„7111 0,02, 1[14 I„I.03 I '412 1127,14017-3,4013 313773105111 3111 74,011 11,00 0,0/4 0,/JO 21.00 (l„On o,or.) „„6',J)., 51 2 1 1 14414 4 1,1 4.114 4,144"111 114,'1 1.'3,I)"1 1140.2.220 01„0[22 9,0310.21 2„122 304 I 2.131 2414 11114),141, 71,11 1,04,11,144(4111 4„11,44,14.41C 4,..1:11:1 I).„a/7111 3,43031 00 :2.1270 L„ 15,4„1711) /5„C20 1721 I 512.10 734/5131331; 0.,,,0,0044,204373.7 0,074 7(„PIO 3.0E4 2./42 0„041 13.071 0„010 37411- 121254) 10473/14151 1771,43,73030/117. 2 rr6;'1 cr,20 CI„Oil 0.542 0,110 2,22 21,4'a0 5331; :0.7371 '01731101 4.4,51447,011 41,224,22 :2„(1113 (1„20 1,„127;002 4'1.1.17.4 43440 0.1311) 112104144132, 5, 1,/1313 117431.114/0171425.4 '74,201, ,01.31 '',(;r412 131 2,0274 21;„1 7117.0/4 1)„20 12,31/0„7.11,12 34,34 02,14 41470 17,2137111.21741.3 1.11.1341.3131 151.320 2.703 2„:02 73„co 1.-7,a o o„a.„.1 1,'1,..n3 .64.0,6r 001„I 27.1 41334 1,(43111-4'141114 I.,1'-4)11111,H'4 4,111114,113 213.15 /7„511.2 7304.25, /4.HO 103„I 31 5,47 44; 3.7311 01342 0034,37 4,5013..7105 0,2203 1141„100„;415 0„23 77431 I--1311411 571371371727,001 1,,11211 ,20 E214,1,7 21 ID 7:11 2„1402.554 /1,20 ,„0,14,.117 /2„1314 0111 I -2141,1(7 4011441,111 C1i1411 '4141,114111,111 1,30,CI 2 71„02 2„32 301110.341 2,20 173/1,021 7713.71 '77;12 7/24.422 10101474117447225721T 5403411 01337:1 8111,/1,0 C,3.0 0„212 13„140 1314,201 ,„747 141.3.351. 170,147734173212, 0102370423117 41337,071,537,22 223,473 2112 0,00 77140, 121 „23 315,23.102.777 001 321,211101 0140'1431 2,121'212/12211 3,2312,223 513.22 544„03 3,23 12741 720.111 1702151,77.431-1 4 127.3.172p2 9/443,0114 2„1110 121„02 .32,150 0/,I 1 -',2 1 4,11 1111101 '4,4 f'"(14)"3 (131313 41,7031257.1,4 22.,21,11, 74,211 01„02 /1„(27 n.6,6o ri,chrr 14031 : 5,03111 02732 717,431517121; 2,21140„11271;1 441;,557 44.,a o 1,.or.)3.64,„. o.,30 5227 317017720 3351133 3„ITN')„20 41 1.10 114,271 0..112 2,72 ,„220.22 777777777777,7777212 34410211. 51111172!PR I 5,4473.120 3'733,rp6, 51.30 74,3 713.7374 2.510 II,422.732 172.,1714 10/31,141171,4,117177 1.3315 04141.4013.073517,12 50021 1131701,1421 7,, 2313,01214.117712,110 3.,714;) 44..20 17„001 0„0/4 5,03 51,41,4 74,7141 017512 342442211152 1.1217,1451314201,4173,22 .7,220,1111 74522 7,„CIO 37,92.),00 5,20 3.77, 11 254. 14 2351 I 141022 721411032 51.„05 ;. 2,1'30 :13„20 14.001 11,03 0,/20 /2 03 ' , ,,, 2„, 24115:7170415 (4,3220171051,21 1-01177 7,12.117:32437444,3702 3,050,02 3 322 CI„212 3,22 713.'141 14'7,71.10 51,11 050(0 111/11732513,71-41 I,' 13,„41111 ,32 70,711:1 51.,32 520,4;02,/1;5 13,,4717 513' 1 -53000 5115,32,771, 13244,7074.34,1 474;„122 I 212 710„1212„ ;717 3,0151 2113,24!,'„)„6,L. 12511 502710 37,074244,35177141/1 :31,300„HO 13,1320.112 CI 2301 23,3.1121 „35 0„22 111,212222 7:74,,7417 77211 77/41450 272,1173171342334 141.17/131,01313431421 1320024210 5110 4034.'4 1:1„004 712,2,1 4. 121, .I1i.I„12111 )(1,I 1 130110 2102021.1111522,111(477113 11, 11171.211 3[71'1 47, /;„:7942 2322 2,0171,7.0. ",15,, 141 17/711 470032 17117174321. 21I„ 32713,1111 123,110 13„14141 7,5013 00 /1,,111 1;011 145012 75010,5412. 3. 42777311,4177137 111„1.012„11474 52,210 24,2313.501 2„42111 47,2011;„4,11 111')„I I 21311 I,6014/4 0710,11 b 1211,1121211',11-1'N(21121, 2 1„373.551 722..24 77.00 I I, 3554.4.5 77,21/11 [7,717114.050 21 ,1731 77511 1,6110 17310,12.4342412 4.,A 111,00 227 33 /7„1717112 11,112 77/01.1 0612 0 334220 3, 105741. 30:1313112:7-54 34„n'i c,or, 1 e r:A.4).,01,74 2,031 214,03121.3112 I:1„742 3,1,132,4H 12, I'4 1[7,11 1,77031.1 7413,722415.201177/1/0330.171111331211153,1, 372u 0733,22 4, 414,11/, r,,13 il 461„31217.(7; 1)„11.0 4,,7:1';;„421 34,245' 0041 537710 10751/1,110114,11 101412:121777,7 0,,400„IR) I 31 .130 0„roil i„, ,.2,1,1,,1 .6:„..cr„) ,,). r ,rfrr 6,i„1 9 Jrca,,,,t, (rry.,,,J91.rp,r6",,,),Ar, r;16)r.‘,111,)66 1„46',,,„6,,1 3,112, 02,5252.21 1,,/1,4 I,4043,3117„11, riff-2.6-2irrl 2 2,62 4324 41 4164 (09 1,)(3.10,1"13 1,318)„f(4/( 4 1,84/16341.311, /41-316 EX 1.97,14S14 1:618 0390741 - 191.3380/./12088 62 .,462 -248( 6242416 2 f61611.1/ 9,46 I(2 .1,1.02 4,121,1'9 )13,90)144,941 1 C; 1321.63)041. CORI( 11E34,31,4,12,14,3(.814 f/34)13,2 276,12,1 941 9401 1141-010(173,I,..., 1464.11848/11,,111,110114) (91131,1941012' (9,1121)16600 0)22 014 9(14 0,64 Y I')0 11,14Drd,,l' .F, ai, Rutoroo,i ro,ip ro.„)o). p.c.) ,A„D„Joril.,, ,o,foonuo„i, ',,,,Ai,:lto.E),HA.,,47:, TIAL39(4092 13()1)06)1' 1110312 8,30.33 I 830, 8 0,23,2, 1313)(16 6 6 1) 498)20 111,34.803,49191,94146 690E8 0,()(1" 3),oru n,ota f.:,,CA Ci .13,01,!'/ 0 0.0 0,00 '69„,'"/6:6 '",r,':,I. •,','''',,,.i.,,'(1'3 34„0 0 /1 93)7 4,2 1 .98) 111„CV(1 )6,3 1,,„,,1 A ,.1',"14 4,',','.,,2.I3 6 4/1 3 I,8 I 90 1/23.4413(4118,94 191,2 211,241,1((1142240 f 311) (4„0 0 4,)00 /CI,0 0 ill„(II() 61,83) 64,14 10 4)„()(( 061.1/ ,,oir on TI,67,19,6 6 1,I,j661. 6,,61',„6 4,7,3842`14,1„ 61306 19, 0,0,2 6,,CI 0 0,019 14„44(4 8,1 9'224036 1841113,14112)T,18,128, 3),2/103„ 441 1 200 22.6'6,9E67,24 0,06;6 2,I(2)0,,(9 2 8,6 If fl 1 .9 9 2,,2 9 1,,/0 2(21,2 2 8,7.821 1(62011148,88 04,0916 (10211E10 /334,(77/41121T3/14/776.7 ( 892 0 f',2 3„1702 652,2(01.,58 43,44(4 I„14 9 6,„.7 1 6,,C6,6 6 61„2241 ( 2,08'30 2179,011 20,211( Wylie Economic Development Corporation Balance Sheet Sub Ledger June 30, 2017 Notes Payable Date of Rate of Principal Purchase Payment Beginning Bal. Principal Interest Interest Balance June 1, 2017 5,502,419.89 ANBTX-88130968 HUGHES/RANDACK(#55 of 60) 10/23/12 10,107.00 60,712.63 9,898.11 208.89 3.99 50,814.52 ANBTX-88130976 WOODBRIDGE PKWY (#34 of 60) 8/15/14 13,267.93 596,572.79 11,928.14 1,339.79 2.61 584,644.65 ANBTX-88148481 BUCHANAN(#34 of 60) 8/13/14 7,331.95 189,514.08 6,736.56 595.39 3.77 182,777.52 ANBTX-88149711 PEDDICORD/WHITE(#30 OF 120 12/12/14 7,382.45 574,473.88 5,371.79 2,010.66 4.20 569,102.09 ANBTX-88158043 K&M/HOBART(#21 of 48) 9/2/15 8,745.25 233,416.52 7,967.19 778.06 4.00 225,449.33 ANBTX-88157334 LINDUFF/EDGE(#12 of 15) 10/21/15 17,059.81 1,557,725.43 11,694.21 5,365.60 4.00 1,546,031.22 ANBTX-88158357 DALLAS WHIRLPOOL(#7 of 60) 11/22/16 6,666.67 2,000,000.00 0.00 6,888.67 4.00 2,000,000.00 JARRARD GRAYS AUTO(#6 OF 120) 12/1/16 3,109.15 290,004.56 2,021.63 1,087.52 4.50 287,982.93 June 30, 2017 $55,617.63 $18,274.58 5,446,802.26 Wylie Eco. iic Development Corporation Inventory Subledger June 30, 2017 Inventory- Land Date of Pur_ Address Acreage Im rovemer is Cost Basis Sub-totals Cooper McMasters 7/12/05 709 Cooper 0.48 n/a $202,045 Heath 12/28/05 706 Cooper 0.46 $32,005 3,625 186,934 Perry 9/13/06 707 Cooper 0.49 Demo 200,224 Bowland/Anderson 10/9/07 Cooper Dr. 0.37 n/a 106,419 KCS 8/1/08 Cooper Dr. 0.41 n/a 60,208 Duel Products 9/7/12 704 Cooper Dr, 0.50 n/a 127,452 Randack 10/23/12 711-713 Cooper Dr, 1.09 217,500 8,880 400,334 Lot 2R3 7/24/14 Cooper Dr. 0.95 n/a 29,056 $1,312,672 Industrial Ct. Ind Ct-Hwy 78 7/06- 12/16 Ind Ct-H 78 3.32 32,893 3,900 2,228,799 2,228,799 Regency Regency Pk. - 6/4/10 25 Steel Road 0.65 n/a 25,171 25,171 Commerce Hobart Investments 11/12/13 Commerce 1.60 n/a 156,820 Hobart 1/6/14 605 Commerce 1.07 396,263 20,000 386,380 Dallas Whirlpools 11/22/16 900-908 Kirby 4.79 2,182,080 2,725,280 Downtown Heath 3/17/14 104 N. Jackson 0.17 Demo 220,034 Udoh 2/12/14 109 Marble 0.17 n/a 70,330 Peddicord 12/12/14 108/110 Jackson 0.35 155,984 4,444 486,032 City Lot 12/12/14 100 W. Oak St 0.35 n/a Jones(K&M) 9/3/15 106 N. Birmingham 0.21 42,314 4,125 190,596 FBC Lot 6/15/16 111 N. Ballard St 0.20 na 150,964 1,117,956 Alanis White Property(Alanis) 12/12/14 Alanis 6.63 n/a 420,336 420,336 South Ballard Birmingham Trust 6/3/15 505-607 S. Ballard 1.112 Demo 409,390 409,390 Total 25.37 $876,959 44,974 $8,239,603 $8,239,603 *A Journal entry was made by auditors to adjust the cost of the Hughes land by$4,638.79. This amount was for taxes owed and not part of land value. *Prime Kuts total purchase price was$306,664.45. The distribution between 207 Industrial and R.O.W. purchased was developed by Seller for tax purposes. (*`) Costs Basis adjusted for partial sale of property(.28 acres or 22.76%of the property at a cost basis of$170,755.53). WYLIE ECONOMIC DEVELOPMENT CORPORATION SALES TAX REVENUE FOR THE MONTH OF JULY 2017 MONTH WEDC WEDC WEDC DIFF % DIFF 2015 2016 2017 16 VS 17 16 VS 17 DECEMBER $154,719 $166,418 $197,808 $31,389 18.86% JANUARY 156,685 163,463 196,347 32,884 20.12% FEBRUARY 241,858 260,166 276,698 16,532 6.35% MARCH 171,741 167,082 191,648 24,566 14.70% APRIL 134,475 154,920 168,844 13,924 8.99% MAY 211,645 238,646 244,816 6,170 2.59% JUNE 161,426 180,194 191,732 11,538 6.40% JULY 159,973 212,620 223,571 10,951 5.15% AUGUST 216,962 268,976 SEPTEMBER 195,347 197,339 OCTOBER 160,876 201,506 NOVEMBER 226,078 270,426 Sub -Total $2,191,785 $2,481,757 $1,691,464 $147,954 9.59% AUDIT ADJ TOTAL $2,191,785 $2,481,757 $1,691,464 $147,954 9.59% WEDC SALES TAX ANALYSIS $300,000 $250,000 1 A0 $200,000 I I ' I 1 $150,000 1? 9 p = f 1 , 1((((; 0 1 I ,,, ,, z �l li I% / $50,000 l , ( 1r; ( i/ Ta E g 2 a Q T m 2 4 '. rn �°1 .6 1g 0 8 w�� , Wylie City Council m w okoi7.00001011^ AGENDA REPORT Meeting Date: August 8, 2017 Item Number: C (City Secretary's Use Only) Department: City Secretary Prepared By: City Secretary Account Code: Date Prepared: July 26, 2017 Budgeted Amount: Exhibits: 1 Subject Consider, and act upon, the acceptance of the resignation of David Burkhart and appointment of Brett Swendig as Board Member to the Construction Code Board to fill the term of July 1, 2017 to June 30, 2018. Recommendation Motion to approve the acceptance of the resignation of David Burkhart and appointment of Brett Swendig as Board Member to the Construction Code Board to fill the term of July 1, 2017 to June 30, 2018. Discussion According to Ordinance No. 2008-49, one Construction Code Board member must be a tax-paying citizen of the city of Wylie which is the position Mr. Burkhart held. He has recently moved from Wylie. Brett Swendig currently holds the position of 1st Alternate for the Construction Code Board and is a citizen of Wylie. He would replace Mr. Burkhart until the time for renewal in June 2018. By ordinance, the Construction Code Board is to consist of seven board members and three alternates. With Mr. Swendig moving out of one of those alternate positions, there will be a position open. There are currently no replacements or applicants for that open position. Page 1 of 1 From: David and Michelle Burkhart Sent: Friday, July 21, 2017 4:06 PM To: Tina Link Subject: Re: Open Meetings Act Certificate Tina: After several months of never being never being notified of a meeting, it seemed useless to complete the training. Indeed, this is the first contact I've had from the City in a great many months. I finally closed the email account I had created for this purpose. We have now moved to Lavon so please drop me from any lists. Thank you. David Burkhart OF 141, Wylie City Council g.r AGENDA REPORT Meeting Date: August 8, 2017 Item Number: D (City Secretary's Use Only) Department: Engineering Prepared By: Engineering Account Code: N/A Date Prepared: July 31, 2017 Budgeted Amount: N/A Exhibits: Ordinance Subject Consider, and act upon, approval and final acceptance of the reconstruction of Ballard Avenue from Dallas/Collin County Line to Alanis Drive and authorize final payment to Tri-Con Services, Inc. in the amount of$52,983.32 and accept the project as complete. Recommendation Motion to approve final payment to Tri-Con Services, Inc. in the amount of$52,983.32 and accept the project as complete. Discussion On October 13, 2015, a construction contract was awarded to Tri-Con Services, Inc. in the amount of $5,299,999.99 for the reconstruction of Ballard Avenue from Dallas/Collin County Line to Alanis Drive. All punch list items have been addressed by the contractor. The final contract amount after field changes and quantity adjustments is $5,298,332.12. (Rev 01/2014) Page 1 of 1 MAINTENANCE BOND Bond# 106327281 THE STATE OF TEXAS } } KNOW ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN } THAT Tri-Con Services,Inc. ,as Principal, and Travelers Casualty and Surety Company of America ,a Corporation organized under the Iaws of Connecticut ,as sureties,do hereby expressly acknowledge themselves to be held and bound to pay unto the City of Wylie,Texas ,a Municipal Corporation,Texas, the sum of Five Million,Two Hundred and Ninety+-Nine Thousand,Nine Hundred and Ninety-Nine Dollars and Ninety-Nine Cents (S 5,299,999.99 ),which this amount is 100 % of the total contract amount of($ 5,299,999.99 ),for the payment of which sum will and truly be made unto said City of Wylie,Texas ,and its successors,said principal and sureties do hereby bind themselves,their assigns and successors jointly and severally. THIS obligation is conditioned;however,that whereas,the said Tri-Con Services,Inc. has this day entered into a written contract with the said City of Wylie,Texas to build and construct BALLARD AVENUE PAVING&DRAINAGE IMPROVEMENTS Bid#W2015-67-B which contract and the plans and specifications therein mentioned,adopted by the City of Wylie,Texas are hereby expressly made a part thereof as through the same were written and embodied herein. WHEREAS, under the plans, specifications,and contract, it is provided that the Contractor will maintain and keep in good repair, the work herein contracted to be done and performed, for a period of two (2) years from the date of the final acceptance of said work, and to do all necessary repairs and/or reconstructing in whole or in part of said improvements that should be occasioned by settlement of foundation,defective workmanship or materials furnished in the construction or any part thereof or any of the accessories thereto constructed by the Contractor. It being understood that the purpose of this section is to cover all defective conditions arising by reason of defective material and workmanship and charge the same against the said Contractor,and sureties on this obligation,and the said Contractor and sureties hereon shall be subject to the liquidation damages mentioned in said contract for each day's failure on its'part to comply with the terms of said provisions of said contract. Now, therefore,if the said Contractor shall keep and perform its'said agreement to maintain said work and keep the same in repair for the said maintenance period of two(2)years,as provided,then these presents shall be null and void,and have not further effect, but if default shall be made by the said Contractor in the performance of its'contract to so maintain and repair said work,then these presents shall have full force and effect,and said City of Wylie,Texas shall have and receive from the said Contractor and its'principal and sureties damages in the premises,as provided;and it is further agreed that this obligation shall be a continuing one against the principal and sureties, hereon, and that successive recoveries may be and had hereon for successive branches until the full amount shall have been exhausted;and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period,and the same shall not be changed,diminished or in any manner affected from any cause during said time. IN WITNESS THEREOF,the said Tri-Con Services, Inc. has caused these presents to be executed by and the said Travelers Casualty and Surety Company of America has caused these presents to be executed by its'Attorney in fact and the said Attorney in fact Jarrett Willson ,has hereunto set his hand,the * � day of C.. : ' ,2015. SURETY: PRINCIPAL: Travelers Casualt and Surety Copan of America Tri-Con Se Inc. By: y By: arr illson, orne -i -fact p µ TT Marilyn Brune Seretary NOTE: Date of Maintenance Bond must not be prior to date of Contract. MB-1 111 o""""" H"".. fill I I ! 01 10111 M NEE TO I At, . .111 ffilmm, PAYMENT REQUEST PROJECT: BALLARD AVENUE IMPROVEMENTS CONTRACT NUMBER OWNER: City of Wylie W 2015-67 B CONTRACTOR: Tri-Con Se v vices, Inc. ENGINEER: RLK Engintuenng mom SUMMARY OF PAYMENT ESTIMATE VALUES FROM ATTACHED TABULATIONS Original Contract Amount $5,299,999.99 Approved Change Orders -$1,660.58 Current Contract Amount $5,298,339.41 Total Value of Original Contract Performed $5,298,332.12 (Attachment"A" consisting of 1 page) Extra Work on Approved Change Orders $0.00 Attachment"B" (if I when applicable) Materials on Hand $0.00 Attachment"C" (if I when applicable) Total Value of Work to Date $5,298,332.12 Less Full Amount Retained 0 $0.00 Total Retainage Withheld Through Invoice#9 $11 ,/60,02 5% Retainage to be ithheki Payment#_10 (11/25/16 - 1/25/17)_ -$35:727,53 TotM Retainage to lee thhelld Payment# 11 -$122,404.00 Net Amount Earned on Contract $5,298,332.12 Less Amount of Previous Payments (1-9) $5,245,348.80 BALANCE DUE THIS STATEMENT $52,983.32 Contractor: Tri-Con Services, Inc. By Date: July 28, 2017 Ian Geer Subscribed and sworn to before me th's 28 day of JULY , 20 17 Notary Public: My Commission expires: \;,-Vo-VAN .... aft L. Luplow .°1 NOTARYPillie-VAUQFTWS Recommended for Payment by Recommended for Payment by City of Wylie Engineer City of Wylie Cganstructkm ' r By Date f ate ATTACHMENT"A" PAYMENT REQUEST lit 7 _ _ TABULATION OF VALUES FOR ORIGINAL CONTRACT WORK PERFORMED I BALLARD AVE IMPROVEMENTS PROJECT NUMBER City of Wylie W2015-67 B Tri-Con Services,Inc. RLK En•ineerin• 06125117 TO 07125/17 ESTIMATE NO.: 16 FINAL QUANTITY : QUANTITY - BALANCE OF %OF WORK ITEM REV QTY. REV QTY- UN€T OF TOTAL CONTRACT PREVIOUS I VALUE OF WORK : TOTAL VALUE OF NO. DESCRIPTION OF ITEM ORIGINAL Change Order 1 Change Order 3 MEASURE UNIT PRICE AMOUNT QUANTITY THIS THIS ESTIMATE ON HAND WORK COMPLETED COMPLETE ESTIMATE ESTIMATE ON HAND P1 Pre•aration of RI.ht of Wa 58 111111111111111110111111111111111i STA $ 3,800 00 $ 220,400.00 58.0 MIIIIIIIIIIIIIIIIIIIIIIII $220,400.00 100% 1 P2 Unclassified Roadwa Excavation i 26241 ' _ 61 CY $ 11.00 $ 289,322.00 26,302.0 1 _ $289,322.00 100% P3 Unclassified Channel Excavation IIIEIIIIIMIIIIIMIIIIMIIIIIIIIIIIEIII 50.00 $ 11,750.00 235.0 11111111111111111. $11,750.00 100% P4 'Embankment Densi Controls I 8560 f 555 I 3 CY . $ 2.00 $ 18,230.00 9,115.0• $18,230.00 100% P5 Sawcut Remove Dis.ose Concrete Pavin• 1406 IIIIIIIIIMIIIIIIIIIIIMIII $ 11.00 $ 15 466.00 1.406.0 $15,466.00 100% P6 Lime Treated Su.r rade 17" ' 40571 i 158 SY - $ 2.00 $ 81,458.00 40728.8 I $81,457.66 100% P7 Lime Est.48#/SY 974 TON $ 167.00 $ 163,326.00 978.0 $163,317.65 I 100% 1 P8 12"T "D"HMAC iSurface 1776 1 SY I $ 20.00 = $ 35,520.00 1,776.0 1 $35,520.00 100% 1 P9 4"T "B"HMAC Base 1776 IIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIII $ 40.00 $ 71 040.00 1,776.0 $71,040.00_ 100% P10 `Reinforced Concrete Pavin- 18"1 36073 158 1 SY I $ 51.50 $ 1,865,896.50 36,23t0 $1,865,896.50 100% P11 Concrete Curb 6"Monolithic 21274 -1111111111111111111111= $ 1.00 $ 21,274.00 21,274.0 821,274.00 100% P12 Concrete Street Header 195 1 LF $ 20.00 $ 3 900.00 I 195.o $3,900.00 100% P13 Reinforced Concrete Sidewalk 4" 3530 MIIIIIIIIIInIII $ 33.00 $ 116,490.00 3,530.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII $116,490.00- 100% P14 Barrier Free Ram. 14 . 1 EA I $ 750.00 ' $ 10 500.00 I 14.0 111111111111111111111 $10,500.00 100% P15 Landsca.e Maintenance Ram• 9 1111111.11111111111111111111111111 EA $ 450.00 $ 4,050.00 9.0 $4,050.00 100% P16 Median Nose Pavers ` 145 SY I $ 80.00 $ 11 600.00 i 145.0 111111111111 = $11,600.00 100% P17 Relocate Existin.Mailbox StandardIIM_IIIIIIIIIIIIIII' EA $ 150.00 $ 1,650.00 ® $1,650.00 100% i P18 Relocate Existin.Mailbox Brick 1 I I EA $ 1,100.00 , $ 1.100.00 11111111® $1,100.00 10o% P19 Ad'ust Existin.Water Valves 8 -® EA $ 200.00 $ 1,600.00 8.0 1111111111111=1 $1,600.0o I 100% P20 Relocate Existin.Water Meter , 3 EA $ 1 600.00 i$ 4 800.00 i 3.0 $4,800.00 100% P21 Ad ust Existin.Water Meter ®®® EA $ 300.00 $ 600.00 2.0 IIIIIINIIIIIIIIIIIIIMIIIIIIIIIIII $600.00 100% I P22 ?Relocate Existin•Fire H--.rant 1 - EA $ 9,500.00 i$ 9,500.00 to. $9,500.00 100% P23 Steel Plate for NTMWD Water Line 5'Width 200 IIIIIIIIMIIEM $ 90.00 $ 18,000.00 200.01111111111.111.1 $18,000.00 100% I P24 Steel Plate for NTMWD Water Line 8'Width) 150 i LF $ 120.00 $ 18,000.00 ' 150.0 1111111111111111111111111.1111.1 $18,000.00 100% I D1 Remove&Discose Existin.Draina.e Pi,.-/Headwalls 1 i I LS 1 000.00 ' $ 1 000.00 0 11111.1111111111MIIIIIIIIIM $1Ao0.00 100% D2 21"RCP 608 IIIIIIIIIIIIIIIIIIIIIIIII I $ 53.00 $ 32,224.00 608.0 IIIIIIIIIIIIIIIIII $32,224.00 100% D3 24"RCP 2359 1 LF I $ 67.00 $ 158,053.00 2,359.0 IMIIIIIIIIIII $158,053.60 100% D4 30"RCP 144 IIIIIIIIIIIIIIIIIIMNIIIIIIMIII $ 82.00 $ 11 808.00 144.0= IIIIIIIIIMMINNEM $11,808.00 100% D5 36"RCP 157 LF $ 103.00 , $ 16,171.00 , 157.0 1.11.11MM $16,171.00 100% ' D6 42"RCP 381 111 111 1 $ 135.00 $ 51,435.00 381.0 -1.111111111111 $51,435.00 100% I D7 148"RCP 1207 LF $ 157.00 $ 189 499.00 1,207.0 I _IIIIIIIIIIII :•...•,• 100% QUANTITY QUANTITY BALANCE OF ITEM REV OTY- REV QTY- UNIT OF TOTAL CONTRACT PREVIOUS VALUE OF WORK TOTAL VALUE OF % WORK NO. DESCRIPTION OF ITEM ORIGINALMATERIALS Change Order 1 Change Order 3 MEASURE UNIT PRICE AMOUNT QUANTITY THIS THIS ESTIMATE WORK COMPLETED COMPLETE ESTIMATEE ESTIMATE ON HAND D8 5'x4'RCB 535 LF $ 228.00 $ 121,980.00 535.o $121,980.00 100% D9 6'x4'RCB 606 LF $ 300.00 8 181,800.00 606.0 $181,800.00 100% D10 6'x5'RCB 895 LF $ 335.00 $ 299,825.00 895.0 $299,825.00 100% D11 7'x5'RCB 494 LF $ 380.00 $ 187,720.00 494.0 $187,720.00 100% D12 7'x7'RCB 366 LF $ 426.00 $ 155,916.00 386.0 8155,916.00 100% D13 9'x5'SBC 100 LF $ 600.00 $ 60,000.00 100.0 $60,000.00 100% D14 Storm Manhole-Type B(6'x4') 1 , EA $ 7,000.00 $ 7,000.00 1.0 $7,000.00 100% D15 Storm Manhole-Type B(6'x6') 1 , EA $ 7,200.00 $ 7,200.00 1.0 $7,200.00 100% D16 Storm Manhole-Type B(7'x7') 1 EA $ 7,500.00 $ 7,500.00 1.0 $7,500.00 100% D17 Storm Junction Box(5'x10') 1 EA $ 15,000.00 $ 15,000.00 1.0 $15,000.00 100% D18 Storm Junction Box(6'x12')(H=12') 1 EA , $ 29,000.00 $ 29,000.00 1.0 $29,000.00 100% D19 Storm Junction Box(6'x12')(H=7.5') 1 , EA $ 19,000.00 $ 19,000.00 1.0 $19,000.00 100% D20 Storm Junction Box(8'x10') 1 EA $ 35,000.00 $ 35,000.00 1.0 $35,000.00 100% D21 10'Recessed Curb Inlet 14 EA , $ 3,500.00 $ 49,000.00 14.0 $49,000.00 100% D22 12'Recessed Curb Inlet 2 EA $ 4,500.00 $ 9,000.00 2.0 $9,000.00 100% D23 10'Standard Curb Inlet 2 EA , $ 3,500.00 $ 7,000.00 2.0 $7,000.00 100% D24 4'Type Y Inlet 4 EA $ 2,850.00 $ 11,400.00 4.0 $11,400.00 100% D25 5'Type Y Inlet 2 , EA $ 3,400.00 $ 6,800.00 2.0 $6,800.00 100% D26 4'Modified Type Y Inlet 2 , EA , $ 4,500.00 $ 9,000.00 2.0 $9,000.00 100% D27 5'Modified Type Y Inlet 3 EA $ 5,500.00 $ 16,500.00 3.0 $16,500.00 100% D28 Wingwalls-FW-S(7'x7')(45°Skew)(3:1)(H=11.5') 1 EA $ 37,300.00 $ 37,300.00 1.0 $37,300.00 100% D29 Wingwalls-SW-0(9'x5')(3:1)(H=8.25') 1 , EA , $ 16,000.00 $ 16,000.00 1.0 $16,000.00 100% D30 Wingwalls-PW(9'x5')(3:1)(Hw=8.0') 1 -1 EA , $ 27,000.00 $ 0.00 D31 Rail Anchorage Curb , 59 , -59 LF $ 176.00 $ 0.00 D32 Traffic Railing for Culvert 59 -59 , LF $ 60.00 $ 0.00 D33 Pedestrian Railing for Culvert , 59 , -59 LF $ 200.00 $ 0.00 D34 Pilaster(Culvert Ends) 2 -2 EA $ 7,000.00 $ 0.00 D35 Stone Riprap(TxDOT Common Grouted) , 782 -183 , SY $ 60.00 $ 35,940.00 599.0 $35,940.00 100% D36 Cement Stabilized Backfill Over NTMWD Water Line 25 , CY $ 300.00 $ 7,500.00 25.0 $7,500.00 100% D37 Sheet Pile Retaining Wall(NTMWD 72"Wtr Protection) , 933 SF $ 12.00 $ 11,196.00 933.0 $11,198.00 100% D38 Trench Excavation Protection for Storm Sewer 7852 LF $ 0.10 $ 785.20 7,852.0 $785.20 100% D39 Rem.&Dispose ex.4'x4'SBC Type B Headwall 1 , LS $ 2,189.00 $ 2,189.00 1.0 $2,189.00 100% D40 Furnish&Install 4'x4'SBC , 35 , LF $ 221.00 $ 7,735.00 35.0 $7,735.00 100% D41 Furnish&Install 9'x5'SBC to 4'x4'SBC Connection 1 LS $ 4,941.00 $ 4,941.00 1.0 $4,941.00 100% D42 Furnish&Install 4'x4'SBC to 4'x4'SBC Connection 1 LS $ 389.00 $ 389.00 1.0 $389.00 100% T1 Install Sign&Sign Post Assembly 18 EA $ 380.00 $ 6,840.00 18.0 $6,840.00 100% T2 Relocate Sign&Sign Post Assembly 4 , EA $ 380.00 $ 1,520.00 4.0 $1,520.00 100% T3 Remove Exist Sign&Post Assembly 1 LS $ 1,000.00 $ 1,000.00 1.0 $1,000.00 100% T4 Relf Pay.Marker(CI B,Ty II-A-A) 180 EA , $ 6.00 $ 1,080.00 180.0 $1,080.00 100% T5 Relf Pay.Marker(CI B,Ty II-C-R) 273 EA $ 5.00 $ 1,365.00 273.0 $1,365.00 100% QUANTITY QUANTITY BALANCE OF ITEM REV QTY- REV QTY- UNIT OF TOTAL CONTRACT PREVIOUS VALUE OF WORK TOTAL VALUE OF %OF WORK NO. DESCRIPTION OF ITEM ORIGINAL Change Order 1 Change Order 3 MEASURE UNIT PRICE AMOUNT QUANTITY THIS ESTIMATE THIS ESTIMATE ON HAND MATERIALS ESTIMATE WORK COMPLETED COMPLETE T6 Refl.Pavement Marking(4")(White)(Broken)(Type I) 10810 , LF $ 0.80 $ 8,648.00 10,810.0 $8,648.00 100% T7 Refl.Pavement Marking(4")(White)(Solid)(Type I) 800 LF $ 1.25 $ 1,000.00 800.0 $1,000.00 100% T8 Refl.Pavement Marking(4")(Yellow)(Solid)(Type I) 1100 , LF $ 1.00 $ 1,100.00 1,10D.D $1,100.00 100% T9 Refl.Pavement Marking(8")(White)(Solid)(Type I) 740 100 LF $ 2.00 $ 1,680.00 840.0 $1,680.00 100% T10 Refl.Pavement Marking(12")(White)(Solid)(Type I) 836 LF $ 4.50 $ 3,762.00 836.0 $3,762.00 100% T11 Refl.Pavement Marking(12")(Yellow(Solid)(Type I) 180 LF $ 5.00 $ 900.00 180.0 $900.00 100% T12 Refl.Pavement Marking(24")(White)(Solid)(Type I) 130 LF $ 10.00 $ 1,300.00 130.0 $1,300.00 100% T13 Metal Beam Guard Fence(GF(31)-14) 90 , -12.5 LF $ 45.00 $ 3,487.50 77.5 $3,487.50 100% T14 Metal Beam Guard Fence Transition(GF(31)TR-14) 2 -2 EA $ 2,000.00 $0.00 T15 Single Guardrail Terminal(SGT(8)31-14) 3 -1 EA $ 2,500.00 $ 5,000.00 2.0 $5,000.00 100% T16 Downstream Anchor Terminal(GF(31)DAT-14) 3 -1 EA $ 2,000.00 $ 4,000.00 2.0 $4,000.00 100% T17 Work Zone Traffic Control 1 LS $ 73,000.00 $ 73,000.00 1.0 $73,000.00 100% T18 PVC Sch.40 Conduit(4")(Future Illumination Sleeve) 665 LF $ 8.50 $ 5,652.50 665.0 $5,652.50 100% T19 PVC Sch.40 Conduit(6")(Future Irrigation Sleeve) 665 LF $ 9.00 $ 5,985.00 665.0 $5,985.00 100% T20 Type"A"Ground Box(Future Illumination) 14 EA , $ 600.00 $ 8,400.00 14.0 $8,400.00 100% T21 Future Irrigation Valve Box(Rainbird VB-STD or Equiv) 14 , EA $ 125.00 $ 1,750.00 14.0 $1,750.00 100% L1 Silt Fence(Install/Maintain/Remove) 358 LF $ 3.00 $ 1,074.00 358.0 $1,074.00 100% L2 Inlet Protection 28 EA $ 100.00 $ 2,800.00 28.0 $2,600.00 100% L3 Filter Dam 70 LF $ 25.00 $ 1,750.00 70.0 $1,750.00 100% L4 Construction Exit 2 EA $ 750.00 $ 1,500.00 2.0 $1,500.00 100% L5 Topsoil(4"Depth) 3625 , -18 CY $ 1.50 $ 5,410.50 3,607.0 $5,410,50 100% L6 Block Sod(Bermuda)(Common) 19733 -156 SY $ 2.35, $ 46,005.95, 19,577.0 $46,006.00 100% L7 Hydromulch 17548 SY $ 0.17 $ 2,983.16 17,548.0 $2,983.16 100% L8 Project Mowing&Landscape Maintenance 14 MO $ 250.00 $ 3,500.00 14.0 $3,500.00 100% L9 Storm Water Pollution Prevention Plan 1 LS , $ 1,800.08 $ 1,800.08 1.0 $1,800.08 100% IC1 TxDOT Type"C"Fence 500 , LF $ 18.00 $ 9,000.00 500.0 $9,000.00 100% IC2 Lower Existing 8"Water Line 1 , EA , $ 10,623.50 $ 10,823.50 1.0 $10,623.50 100% IC3 Project Contingency 1 LS $ 16,632.00 $ 16,632.00 1.0 $16,632.00 100% IC3a Lower ex.East Fork Waterline(storm line A-STA 2+10) 1 LS $ 8,690.00 $ 8,690.00 1.0 $8,690.00 100% IC3b Fumish&Install 30"steel casing(Storm Use A-STA 25+60) 1 LS $ 4,389.00 $ 4,389.00 1.D $4,389.00 100% IC3c Lower ex.East Fork Waterline(storm line A-STA 43+40) 1 , LS $ 45,889.00 $ 45,889.00 1.0 $45,889.00 100% IC3d 8"concrete paving(material Increase) 36073 158 , SY $ 3.45 $ 124,944.87 36,231.0 $124,944.87 100% CO2a Demobilization(MAY 2016-due to delays) 1 , LS $ 29,300.00 $ 29,300.00 1.0 $29,300.00 100% CO2b Remobilization(DEC 2016-due to delays) - 1 , LS $ 29,300.00 $ 29,300.00, 1.0 $29,300.00 100% TOTAL FOR PAGE!PROJECT $ 5,298,340.76 $5,298,332.12 100% CONTRACTOR'S AFFIDAVIT OF BILLS PAID (To be executed prior to acceptance of project) STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared I 6-6 SS , who, being duly sworn, on oath, says that he is a legal representative of com ,sER v C 8,5 1A)c . (Full name of Contractor as in Contract) and that the contract for the construction of the project, designated as ALLAR.D AA)61,A/a PA-vie4C, ; DkA1A1,61-6-6- Imrit" imEA)TS DA-LLA-3/60,LLIA) Project No) coC inOry 44.416 To ALA-M ,5 DR,WE 2-Of S.-67 13 has been satisfactorily completed and that all bills for materials, apparatus, fixture, machinery and labor used in connection with the construction of this project have, to the best of my knowledge and belief, bpe6'fully paid. )g114ure v pgEs ,p1,Jr Title Sworn to and subscribed before me this n day of '506 20/7 Itli? Patty L.Luptow MIAM=-STATE MO 12474741-2 Notary Public in and for CONN.EXP.12-1 12 ukt.A,As County, Texas ABP-1 Wylie City Council AGENDA REPORT MIFAfi,M iRY'VV"*' Meeting Date: August 8, 2017 Item Number: 1 Department: Finance (City Secretary's Use Only) Prepared By: Linda Bantz Account Code: Date Prepared: August 1, 2017 Budgeted Amount: Resolution,Property Tax Exhibits: Distribution Calculations Subject Consider, and act upon, Resolution No. 2017-15(R) of the City Council of the City of Wylie, Texas, accepting the proposed property tax rate for fiscal year 2017-2018, accepting the calculation of the effective tax rate, and providing for the publication as provided by the Texas Local Government Code, Section 140.010. Recommendation Motion approving Resolution No. 2017-15(R) of the City Council of the City of Wylie, Texas, accepting the proposed property tax rate for fiscal year 2017-2018, accepting the calculation of the effective tax rate, and providing for the publication as provided by the Texas Local Government Code, Section 140.010. Discussion The City is required by law to follow certain meeting and notice (publication) guidelines identified in the"Truth in Taxation" guide. In accordance with the "Truth in Taxation" laws of the State of Texas, the effective and rollback tax rates and other information must be published and two public hearings must be held if an entity's proposed tax rate exceeds the lower of either the effective tax rate or the rollback tax rate. The proposed tax rate for FY 2017-18 is less than both the effective and rollback tax rates; therefore, no public hearings are required. This year's effective tax rate is $0.781014 and the rollback tax rate is $0.820041. The proposed 2017-18 budget is based on a tax rate of$0.781 per $100 valuation. Any change in the proposed tax rate will require revision of the proposed budget. The City Council is required to vote on the proposed tax rate and publish required information prior to September 1. The City Council's vote on the tax rate is scheduled for September 12, 2017. The official detailed effective tax rate calculation is available in the office of the Collin County Tax Assessor/Collector (Kenneth L. Maun) in McKinney. A copy is also maintained in the Finance Department for the Council and public to view. Page 1 of 1 RESOLUTION NO. 2017-15(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, ACCEPTING THE PROPOSED PROPERTY TAX RATE FOR FISCAL YEAR 2017-2018; ACCEPTING THE CALCULATION OF THE EFFECTIVE TAX RATE; AND PROVIDING FOR THE PUBLICATION AS PROVIDED BY THE TEXAS LOCAL GOVERNMENT CODE, SECTION 140.010. WHEREAS, the City of Wylie has received the calculated effective tax rate as presented by the Collin County Tax Assessor/Collector's Office; and WHEREAS, the Texas Local Government Code, as amended by adding Section 140.010, provides the specific procedures in which to consider the proposed tax rate; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1. The City Council of the City of Wylie, Texas, does hereby accept the rate of $0.781 per $100 valuation as the proposed property tax rate for fiscal year 2017-2018. SECTION 2. The City Council of the City of Wylie, Texas, met in a public meeting on August 8, 2017, and accepted this resolution with a majority vote. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this the 8th day of August 2017. Eric Hogue, Mayor ATTEST: Carole Ehrlich, City Secretary Resolution No.2017-15(R) Proposed Property Tax Rate FY2017-18 PROPERTY TAX DISTRIBUTION CALCULATIONS FY2017-18 FY2016-17 Tax Year 2017 Tax Year 2016 TAX ROLL: Assessed Valuation (100%) $ 3,776,813,114 $ 3,325,563,066 Rate per $100 0.781000 0.848900 Tax Levy Freeze Adjusted 29,496,910 28,230,705 Tax Levy - Frozen (Disabled/ Over 65)* 1,672,719 1,460,669 Total Tax Levy 31,169,629 29,691,374 Percent of Collection 100% 100% Estimated Current Tax Collections $ 31,169,629 $ 29,691,374 SUMMARY OF TAX COLLECTIONS: Current Tax $ 29,496,910 $ 28,230,705 Revenue From Tax Freeze Property 1,672,719 1,460,669 Delinquent Tax 180,000 300,000 Penalty and Interest TOTAL TAX COLLECTIONS $ 31,349,629 $ 29,991,374 FY2017-18 FY2017-18 PERCENT FY2017-18 FY2016-17 TAX RATE OF TOTAL AMOUNT AMOUNT GENERAL FUND: Current Tax $ 0.580307 $ 21,917,097 $ 20,731,492 Revenue From Tax Freeze Property 1,237,812 1,066,288 Delinquent Tax 120,000 200,000 Penalty and Interest Total General Fund $ 0.580307 74.30% $ 23,274,909 $ 21,997,780 DEBT SERVICE FUND: Current Tax $ 0.200693 $ 7,579,813 $ 7,499,213 Revenue From Tax Freeze Property 434,907 394,381 Delinquent Tax 60,000 100,000 Penalty and Interest Total Debt Service $ 0.200693 25.70% $ 8,074,720 $ 7,993,594 DISTRIBUTION $ 0.781000 100.00% $ 31,349,629 $ 29,991,374 Wylie City Council AGENDA REPORT MIFAfi,M iRY'V�'%%% Meeting Date: August 8, 2017 Item Number: 2 Department: Planning (City Secretary's Use Only) Prepared By: Renae' 011ie Account Code: Date Prepared: August 1, 2017 Budgeted Amount: Exhibits: 6 Subject Consider authorizing the City Manager to sign a Development Agreement between the City of Wylie, the Howrey Mary Stone Living Trust, Cecil Hale and Douglas Properties, Inc., for the development of a residential subdivision. Located at the northeast corner of Ballard Ave./Sachse Road and Pleasant Valley Road. Recommendation Motion to approve authorizing the City Manager to sign a Development Agreement between the City of Wylie, the Howrey Mary Stone Living Trust, Cecil Hale and Douglas Properties, Inc., for the development of a residential subdivision. Located at the northeast corner of Ballard Ave./Sachse Road and Pleasant Valley Road. Discussion Owner: Edward L.Howrey, as Trustee of the Howrey Mary Stone Living Trust, Cecil Hale Developer: Douglas Properties,Inc. Mr. Jim Douglas (Developer), representing the property owners discussed with the City the possibility of initiating a Development Agreement for a 31.47±acres (the "Howrey Tract"Exhibit A-1), and 21.99±acres (the "Hale Tract"Exhibit A-2) situated in Wylie's ETJ. Staff has met with and discussed the general contents of the agreement with City Attorneys. The proposed agreement sets forth the property involved, which consists of 53.47± acres. The Agreement states that the Developer agrees to file a petition for voluntary annexation of all tracts within sixty calendar(60) days of obtaining in fee simple title to the Property. After such annexation is adopted, the owner/applicant shall submit within thirty (30) calendar days a zoning application for subject property to be developed in accordance with this Agreement and the Planned Development Ordinance (Exhibit"B") Development Plan(Exhibit"D") as approved. The Planned Development request is to develop a master planned residential community with a not to exceed lot count of 175, with minimum lot sizes of 6,325 sq. ft. with minimum dwelling size of 2,000 sq. ft. As part of the PD Conditions, the developer will donate 2 acres to the City of Wylie for use of a Fire Station (Exhibit"C'). Properties to the south are developed as single family dwellings and within city limits.Properties to the north, east&west are developed with low density residential uses located within Collin County. Page 1 of 1 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS'LICENSE NUMBER. After Recording Return To: City Manager City of Wylie 300 Country Club Road Wylie,Texas 75098 DEVELOPMENT AGREEMENT(Pending Annexation) (Howrey Tract and Hale Tract) THIS DEVELOPMENT AGREEMENT ("Agreement") is executed this 8"' day of October, 2017 ("Effective Date"), by and among the City of Wylie, Texas, a home-rule municipality existing under the laws of the State of Texas ("City"); the Howrey Mary Stone Living Trust, a trust existing under the laws of the State of Texas("Trust");Cecil Hale,an individual residing in the State of Texas("Hale"and together with the Trust, the "Owners"); and Douglas Properties, Inc., a Texas corporation ("Developer"). City, Owners and Developer are individually and collectively referred to herein, respectively, as "party" or "parties". RECITALS WHEREAS, the Trust is the sole owner of 31.474± acres of land situated in the D.W. Williams Survey, Abstract No. 980, located in the extraterritorial jurisdiction ("ETJ") of the City of Wylie, Collin County, Texas, as more particularly described in Exhibit A-1, attached hereto and incorporated herein for all purposes (the "Howrey Tract"); and WHEREAS, Hale is the sole owner of 21.998±acres of land situated in the William Sutton Survey, Abstract No. 860, located in the ETJ of the City of Wylie, Collin County, Texas, as more particularly described in Exhibit A-2, attached hereto and incorporated herein for all purposes (the "Hale Tract" and together with the Howrey Tract,the "Property"); and WHEREAS, Owners anticipate selling each portion of the Property to Developer at the same time, with the expected closing to occur on or before October 15, 2017 (the actual date of closing is hereinafter referred to as "Closing"); and WHEREAS, Developer intends to develop the Property as a planned development known as Emerald Vista("Development"); and WHEREAS, the parties desire to obtain the benefits of certainty and predictability that can be provided by a development agreement for property that is currently located in the ETJ of the City; and WHEREAS, the parties are authorized to enter into this Agreement pursuant to Section 212.172 of the Texas Local Government Code; and WHEREAS,within sixty(60) calendar days of Developer obtaining fee simple title to the Property from Owners, Developer shall submit an annexation application ("Annexation Application"), on the form approved by the City, requesting the City Council to voluntarily annex the Property, said Annexation Application to include any and all documents, signatures or other information required by the City's ordinances,rules and regulations, as they exist,may be amended or in the future arising; and Development Agreement(Pending Annexation)(Emerald Vista) Page 1 of 19 WHEREAS,after submission of the Annexation Application,City Staff will place the Annexation Application on the next available City Council agenda for its consideration and possible action, in accordance with Chapter 43 of the Texas Local Government Code, recommending that the City Council approve the Annexation Application and annex the Property into the corporate limits of the City ("Annexation Ordinance"); and WHEREAS, in consideration of the City Council's consideration and possible approval of the Annexation Ordinance, Developer and Owners, in accordance with the provisions of Section 212.172 of the Texas Local Government Code, hereby agree that unless and until the Annexation Ordinance and Zoning Ordinance Amendment(hereinafter defined)are approved and become effective in accordance with the City Charter and applicable law, the Property shall be developed in accordance with the Zoning Ordinance and the proposed planned development standards applicable to the Property, as set forth in Exhibit B, attached hereto and incorporated herein by reference for all purposes, and any and all other ordinances,rules,codes, regulations and requirements of the City, as they exist, may be amended or in the future arising(collectively, "Regulations"),and that the City is entitled to enforce the Regulations the same as if the Property was located wholly within the corporate limits of the City; and WHEREAS, provided that the City Council adopts the Annexation Ordinance, Developer and Owners, if necessary, shall, within thirty (30) calendar days of the City Council's adoption of the Annexation Ordinance, submit a zoning application ("Zoning Application"), on the form approved by the City, requesting the City Council to amend the Zoning Ordinance for the sole purpose of including the Property in the Zoning Ordinance,said Zoning Application shall include any and all documents,signatures or other information required by the City's ordinances,rules and regulations,as they exist,may be amended or in the future arising; and WHEREAS, after submission of the Zoning Application, City Staff will place the Zoning Application on the next available Planning and Zoning Commission ("P&Z") agenda for its consideration and possible action,requesting that the P&Z provide a favorable recommendation of the Zoning Application to the City Council;and WHEREAS, after P&Z provides its recommendation to the City Council regarding the Zoning Application,City Staff will place the Zoning Application on the next available City Council agenda for its consideration and possible action, recommending that the City Council approve the Zoning Application thereby including the Property in an ordinance amending the Zoning Ordinance ("Zoning Ordinance Amendment");and WHEREAS, the City Council has investigated and determined that it is in the best interest of the City and its citizens to enter into this Agreement; and WHEREAS, the parties desire to enter into this Agreement according to the terms and conditions set forth below. NOW, THEREFORE, in consideration of the mutual benefits and premises contained herein and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged and forever confessed, the Parties agree as follows: 1. Findings Incorporated. The representations, covenants and recitations set forth in the foregoing recitals of this Agreement are true and correct and are hereby incorporated into the body of this Agreement. Development Agreement(Pending Annexation)(Emerald Vista) Page 2 of 19 2. Land Subject to Agreement. The land that is subject to this Agreement is the Property. The Trust represents and warrants that it is the sole owner of the Howrey Tract. Hale represents and warrants that he is the sole owner of the Hale Tract. 3. Annexation/Enforcement/Waiver and Release/Term. (a) It is specifically understood and agreed between the City and Owners that the Property is outside of the City's corporate limits and that the City has not identified the Property in its annexation plan, if such plan exists. However, it is understood and agreed that the City currently has the required public improvements ("Improvements") in place to serve the Property and that Owners and/or Developer shall, at its/their sole cost and expense, be required to provide,construct and/or install any and all improvements necessary to connect the Property to the existing Improvements. (b) Within sixty (60) calendar days of Developer obtaining fee simple title to the Property, Developer shall submit the Annexation Application, requesting the City Council to voluntarily annex the Property. Owners and Developer represent and warrant that there are no other parties in possession of any portion of the Property and that there will be no other parties in possession of any portion of the Property at the time the Annexation Application is submitted to the City. City Staff shall diligently process the Annexation Application in accordance with the Regulations and applicable state Iaw, and Owners hereby acknowledge and agree that the City makes no warranties or guarantees with regard to the outcome of the Annexation Application. Developer shall bear all of the costs associated with the Annexation Application. (c) Owners and Developer acknowledge and agree that this Agreement meets the requirement set forth in Section 43.035 of the Texas Local Government Code, if applicable, and that no further action shall be required of the City to any of the Owners or the Developer under Section 43.035 of the Texas Local Government Code, if applicable. (d) City, Developer and Owners agree that this Agreement meets the requirements of a service plan, and shall serve as the service plan ("Annexation Service Plan") for the Property with respect to the Improvements and the municipal services("Municipal Services")required under Section 43.065 of the Texas Local Government Code in the event that the Annexation Ordinance is adopted. With respect to the municipal services required in a service plan, the City shall provide such services in accordance with Section 43.065 of the Texas Local Government Code in the event that the Annexation Ordinance is adopted as contemplated in this Agreement. The City, Developer and Owners acknowledge and agree that in the event the Annexation Application is adopted as contemplated in this Agreement, this Agreement will be considered at the public hearings held under Section 43.063 of the Texas Local Government Code;that this Agreement represents the mutual understanding of the City,Developer and Owners with respect to the matters contained herein; and that no provision of any improvement or municipal service has been deleted. The City Council finds and determines that this proposed Annexation Service Plan will not provide any fewer Improvements or Municipal Services, and it will not provide a lower level of Improvements or Municipal Services to the Property proposed to be annexed, than were in existence in the area of the Property at the time immediately preceding the annexation process described herein. Should the Property consist of differing characteristics of topography, land utilization and population density, the parties agree that the level of Improvements and Municipal Services which may ultimately be provided in the newly annexed area of the Property may differ somewhat from the services provided in or to other areas of the City. If applicable, these differences are specifically dictated because of differing characteristics of the Property, and the City will undertake to provide the newly annexed area containing the Property with the same type, kind and quality of Improvements and Municipal Services presently enjoyed by the citizens of the City who reside in areas of similar topography, land utilization and population in accordance with Section Development Agreement(Pending Annexation)(Emerald Vista) Page 3 of 19 43.056(j) of the Texas Local Government Code, if applicable, in the event that the Annexation Ordinance is adopted as contemplated in this Agreement. (e) UNLESS OTHERWISE EXPRESSLY STATED HEREIN. DEVELOPER AND OWNERS HEREBY WAIVE, RELEASE, DISCHARGE, RELINQUISH AND HOLD HARMLESS THE CITY OF AND FROM ANY AND ALL RIGHTS DEVELOPER AND/OR OWNERS MAY HAVE UNDER SECTIONS 43.056, 43.062, 43.065,43.141 OR ANY OTHER PROVISION OF CHAPTER 43 OF THE TEXAS LOCAL GOVERNMENT CODE AS WELL AS ANY RIGHTS DEVELOPER AND/OR OWNERS MAY HAVE TO FILE A PETITION FOR DISANNEXATION OR ANY OTHER ACTION RESULTING FROM THE CITY'S FAILURE TO PROVIDE: (I) ANY ADDITIONAL INDIVIDUAL NOTICE TO DEVELOPER OR OWNERS REGARDING THE ANNEXATION AS CONTEMPLATED IN THIS AGREEMENT;AND/OR(II)ANY PORTION OF THE PROPERTY WITH THE IMPROVEMENTS OR MUNICIPAL SERVICES. THIS PARAGRAPH 3(E) SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. (f) In consideration of the City Council's consideration and possible approval of the Annexation Ordinance, Owners and Developer, in accordance with the provisions of Section 212.172 of the Texas Local Government Code, hereby acknowledge and agree that unless and until the Annexation Ordinance and Zoning Ordinance Amendment are approved and become effective in accordance with the City Charter and applicable law,the Property shall be developed in accordance with the Regulations and that the City is entitled to enforce the Regulations the same as if the Property was located wholly within the corporate limits of the City. (g) Should the City Council fail or refuse to approve the Annexation Ordinance as contemplated in this Agreement or in the event the Property is not otherwise annexed earlier, whether voluntarily or involuntarily, the City, Owners and Developer acknowledge and agree that this Agreement shall continue in full force and effect for twenty-five (25) years from the Effective Date of this Agreement ("25-year term") with regard to the Property. If the Annexation Ordinance is not approved, but the Property is annexed, whether voluntarily or involuntarily, prior to the expiration of the 25-year term, the parties acknowledge and agree that the City may initiate an amendment to the Zoning Ordinance to include the Property within the Zoning Ordinance,and Developer shall not protest or otherwise challenge said initiation and consideration of the amendment to the Zoning Ordinance. 4. Zoning. Provided that the City Council adopts the Annexation Ordinance as contemplated in this Agreement, Developer and Owners, if necessary, shall, within thirty (30) calendar days of the City Council's adoption of the Annexation Ordinance, submit the Zoning Application, requesting the City Council to amend the Zoning Ordinance for the sole purpose of including the Property in the Zoning Ordinance.City Staff shall diligently process the Zoning Application through the Planning and Zoning Commission and City Council in accordance with the Regulations and applicable state law,as amended. Owners and Developer, if applicable, shall bear all of the costs incurred in connection with the Zoning Application, and Developer and Owners, if applicable, hereby acknowledge and agree that the City makes no warranties or guarantees with regard to the outcome of the Zoning Application. 5. Permits/City's Election/Waiver and Release. (a) Except as expressly provided in this Paragraph 5, DeveIoper and Owners, if applicable, acknowledge and agree that before any building,development or any other permit will be issued by the City for the development of the Property, Developer and Owners, if applicable, must obtain the City CounciI's approval and adoption of the Zoning Ordinance Amendment, unless the City expressly waives such requirement in writing. Development Agreement(Pending Annexation)(Emerald Vista) Page 4 or 19 (b) ShouId the City Council fail or refuse to approve the Annexation Ordinance or the Zoning Ordinance Amendment, the Developer and Owners acknowledge and agree that the City may, in its sole discretion,(i)allow the Property to be developed provided that any such development includes the Property as a whole and that Developer and Owner,as applicable,comply with this Agreement and the Regulations;or(ii)terminate this Agreement and/or disannex the Property,if the Annexation Ordinance was adopted by the City Council. (c) DEVELOPER AND OWNERS WAIVE, RELEASE, RELINQUISH, DISCHARGE AND HOLD HARMLESS THE CITY OF AND FROM ANY ACTIONS THE CITY ELECTS TO TAKE UNDER THIS PARAGRAPH 5,INCLUDING BUT NOT LIMITED TO,ANY CLAIMS, DEMANDS OR CAUSES OF ACTION FOR RECOVERY OF REAL PROPERTY TAXES PAID BY DEVELOPER OR OWNERS PRIOR TO DISANNEXATION, DOWNZONING, CONDEMNATION, ILLEGAL EXACTION OR INVERSE CONDEMNATION.THIS PARAGRAPH 5 SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 6. Closing/Failure to Close on the Property. (a) The parties acknowledge and agree that this Agreement is a development agreement authorized by Section 212.172 of the Local Government Code. All provisions of this Agreement shall be automatically null and void if the Developer fails to close and fund the purchase of the Property, or a portion of the Property, within thirty (30) days after the Effective Date of this Agreement. Unless previously terminated as set forth herein,this Agreement will terminate at the end of the 25-Year Term. Notwithstanding the foregoing, in the event that Developer does not acquire fee simple title to the Property on or before thirty(30)days after the Effective Date of this Agreement, then this Agreement shall automatically terminate. Unless previously terminated as set forth herein, the terms of this Agreement shall not be affected by the annexation referenced in Paragraph 3 of this Agreement. (b) Should the Owners and Developer fail to consummate the sale of the Property by Closing the same, Developer and Owners acknowledge and agree that the City may, in its sole discretion take any and all actions set forth in Paragraph 5(b) above. DEVELOPER AND OWNERS WAIVE, RELEASE, RELINOUISH,DISCHARGE AND HOLD HARMLESS THE CITY OF AND FROM ANY ACTIONS IT ELECTS TO TAKE UNDER PARAGRAPH 5(B) ABOVE, INCLUDING BUT NOT LIMITED TO, ANY CLAIMS, DEMANDS OR CAUSES OF ACTION FOR RECOVERY OF REAL PROPERTY TAXES PAID BY DEVELOPER OR OWNERS PRIOR TO DISANNEXATION,DOWNZONING,CONDEMNATION,ILLEGAL EXACTION OR INVERSE CONDEMNATION. THIS PARAGRAPH 6(B) SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 7. Default/Waiver and Release. (a) If Developer and/or Owners fail to comply with the provisions of this Agreement,the City shall have the following remedies, in addition to the any other rights and remedies available to City at law, to: (i) refuse to issue building permits for the Property, or any portion thereof; and/or (ii) refuse to approve any engineering plans for the Property, or any portion thereof; and/or (iii) file this instrument in the Real Property Records and Collin County, Texas as a lien and/or encumbrance on the Property; and/or Development Agreement(Pending Annexation)(Emerald Vista) Page 5 of 19 (iv) in its sole discretion, initiate a zoning change on all,or any portion of the Property. IN THIS CONNECTION, EACH DEVELOPER AND OWNER WAIVES, RELEASES, RELINQUISHES.DISCHARGES AND HOLDS HARMLESS THE CITY OF AND FROM ANY ACTION TAKEN BY CITY TO REZONE ALL, OR ANY PORTION OF THE PROPERTY, INCLUDING BUT NOT LIMITED TO, ANY ACTION RELATED TO DOWNZONING, TAKINGS, ILLEGAL EXACTION OR INVERSE CONDEMNATION. THIS PARAGRAPH 7(A)(Iv) SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT; and/or (v) disannex the Property. IN THIS CONNECTION, EACH DEVELOPER AND OWNER WAIVES, RELEASES, RELINQUISHES, DISCHARGES AND HOLDS HARMLESS THE CITY OF AND FROM ANY ACTION TAKEN BY IT TO DISANNEX THE PROPERTY, INCLUDING BUT NOT LIMITED TO, ANY ACTION RELATED TO THE RECOVERY OF REAL PROPERTY TAXES PAID BY OWNER OR DEVELOPER, TAKINGS, ILLEGAL EXACTION OR INVERSE CONDEMNATION. THIS PARAGRAPH 7(A)(V) SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT; and/or (vi) seek specific enforcement of this Agreement. (b) In the event the City fails to comply with the terms and conditions of this Agreement, Developer or Owners may seek specific enforcement of this Agreement as its/their sole and exclusive remedy. 8. Covenant Running with the Land; Expiration. (a) This Agreement shall be a covenant running with the land and Property and shall be binding on Developer and Owners and their respective successors and assigns. In addition, the parties shall cause this Agreement to be filed in the Real Property Records of Collin County, Texas. Notwithstanding the foregoing, the obligations herein that burden the Property shall be released automatically provided that the following occurs:(i)the Annexation Ordinance is approved by the City Council as contemplated in this Agreement;and(ii)the Zoning Ordinance Amendment is approved by the City Council as contemplated in this Agreement; provided, however, that should the Annexation Ordinance not be approved by the City Council as contemplated in this Agreement, this Agreement shall not be released as to the Property, unless otherwise expressly agreed upon in writing by the City, Developer and the Owners,if applicable. (b) Even if the Annexation Ordinance and Zoning Ordinance Amendment are not approved by the City Council as contemplated in this Agreement, and the City Council expressly allows the development of the Property to commence in accordance with the Zoning Ordinance and the Regulations,as evidenced by the platting of the Property as a whole and the approval of the engineering and construction plans and permit to commence construction of the development of the Property, the obligations herein that burden the Property shall be released automatically as to each lot therein which is conveyed subsequent to the: (I)engineering inspection fees and any other applicable development or impact fees as set forth in any of the Regulations being tendered to the City; (ii) completed as-built plans related to the Property being tendered to the City; (iii) final acceptance of the public improvements construction within the Property by the City; and (iv) final plat for the Property being reviewed, approved and executed by City and filed in the Real Property Records of Collin County, Texas. Any third party, including any title company, grantee or lien holder,shall be entitled to rely on the immediately preceding sentence to establish whether such termination has occurred with respect to any applicable tract or lot. Development Agreement(Pending Annexation)(Emerald Vista) Page 6 of 19 9. Representations of Developer and Owners. Each of the Developer and Owners represents and warrants to the City that as of the Effective Date of this Agreement,each Owner: (i) is fully authorized to sell the Property, without joinder of any other person or entity;and(ii)has good and indefeasible fee simple title to the Property, free of any Iiens, security interests, exceptions, conditions, mineral reservations or leases or encumbrances,that could in any way extinguish the City's priority lien on the Property. 10. Limitations of Agreement. The parties acknowledge that this Agreement is limited to the matters expressly set forth herein. Regulations covering property taxes, utility rates, permit fees, inspection fees, development feet, impact fees, tap fees, pro-rata fees and the like are not affected by this Agreement. Further,this Agreement does not waive or limit any of the obligations of Developer and/or Owners to the City under any of the Regulations. 11. Vested Rights/Chapter 245 Wavier. This Agreement shall confer no vested rights in, upon or to the Property, or any portion thereof,unless specifically enumerated herein. In addition, nothing contained in this Agreement shall constitute a"permit"as defined in Chapter 245 of the Texas Local Government Code, and nothing in this Agreement provides the City with fair notice of any project of the Developer and/or Owners. EACH DEVELOPER AND OWNER WAIVES,RELINQUISHES,RELEASES,DISCHARGES AND HOLDS HARMLESS THE CITY WITH REGARD TO ANY STATUTORY CLAIM UNDER CHAPTER 245 OF THE TEXAS LOCAL GOVERNMENT CODE UNDER THIS AGREEMENT. EACH DEVELOPER AND OWNER FURTHER EXPRESSLY WAIVES, RELINQUISHES, RELEASES. DISCHARGES AND HOLDS HARMLESS THE CITY WITH REGARD TO ANY RIGHT TO CLAIM THIS AGREEMENT IS A PERMIT UNDER SECTION 212.172 OF THE TEXAS LOCAL GOVERNMENT CODE. THIS PARAGRAPH SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 12. Miscellaneous. 12.1. Governing Law/Venue.The laws of the State of Texas shall govern the interpretation, validity, performance and enforcement of this Agreement, without regard to conflict of law principles. This Agreement is performable in Collin County,Texas, and the exclusive venue for any action arising out of this Agreement shall be a court of appropriate jurisdiction in Collin County, Texas. 12.2. Binding Agreement; Assignment. The terms and conditions of this Agreement are binding upon the parties hereto.This Agreement may not be assigned by the Developer and/or Owners, in whole or in part, unless the following conditions are satisfied, without which such assignment shall be null and void and of no force and effect: (i) the assignment of the Agreement must be evidenced by a recordable document ("Assignment"), the form of which must be approved in writing by the City; (ii) the Assignment must expressly contain,among any other reasonable requirements and/or conditions of the City, an acknowledgment and agreement that all obligations, covenants and/or conditions contained in the Agreement will be assumed solely and completely by the assignee, or any portion thereof, contemplated herein, and the contact name, address, phone number, fax number and electronic mail address of the assignee; (iii) the assigning Developer or Owners,as applicable,will file any approved,executed Assignment in the Real Property Records of Collin County,Texas; and Development Agreement(Pending Annexation)(Emerald Vista) Page 7 of 19 (iv) the assigning Developer or Owners, as applicable, shall provide the City with a file-marked copy of the Assignment within ten (10) calendar days of filing the same. Upon any such assignment as provided above, the assignor shall be released from any further liability hereunder provided that the Assignment includes a provision expressly stating that the assignee is accepting and obligating itself for any and all prior duties, obligations, covenants and/or defaults of the assignor. 12.3. Notices. Any notice provided or permitted to be given under this Agreement must be in writing and may be served by depositing same in the United States mail, addressed to the party to be notified, postage pre-paid and registered or certified with return receipt requested, or by delivering the same in person to such party via electronic mail,with documentation evidencing the addressee's receipt thereof, or a hand—delivery service, Federal Express or any courier service that provides a return receipt showing the date of actual delivery of same to the addressee thereof. Notice given in accordance herewith shall be effective upon receipt at the address of the addressee. For purposes of notice,the addresses of the Parties shall be as follows: If to City. addressed to it at: City of Wylie Attn: City Manager 300 Country Club Road Wylie, Texas 75098 Telephone: (972) 516-6000 Email: u...:.: n i u101, mu nuiri v 0 q pcn, With a copy to: Abernathy, Roeder, Boyd & Hullett, P.C. Attn: Ryan D. Pittman 1700 Redbud Blvd., Suite 300 McKinney, Texas 75069 Telephone: (214) 544-4000 Email: u1 r4r20I L1142rmu v 1�.11, If to Owners, addressed to them at: Howrey Mary Stone Living Trust Edward L. Howrey, Trustee 2120B S. Ballard Avenue Wylie,Texas 75098 -and- Cecil Hale 6808 Gold Dust Trail Dallas,Texas 75252 Telephone: 214-242-9664 Email: 1 �:m1 ° : :'1'II(� urn e�. Development Agreement(Pending Annexation)(Emerald Vista) Page 8 of 19 If to Developer, addressed to it at: Douglas Properties, Inc. Attn: Jim Douglas 2309 K Ave, Suite 100 Plano,Texas 75074 12.4. Authority. Each of the parties represents and warrants to the other that they have the full power and authority to enter into and fulfill the obligations of this Agreement. 12.5. Attorney's Fees. In any legal proceeding brought to enforce any term of this Agreement, the prevailing party may recover its reasonable and necessary attorneys' fees and expenses from the non-prevailing party/parties as permitted by Section 271.153 of the Texas Local Government Code, as applicable. 12.6. Warranties/Representations. All warranties, representations and covenants made by a party to any other party in this Agreement, or in any certificate or other instrument delivered by a party to any other party under this Agreement, shall be considered to have been relied upon by the receiving party. 12.7. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. An electronic mail signature will also be deemed to constitute an original if properly executed and delivered to the other parties. I2.8. Authority to Execute. The individuals executing this Agreement on behalf of the respective parties below represent to each other and to others that all appropriate and necessary action has been taken to authorize the individual who is executing this Agreement to do so for and on behalf of the party for which his or her signature appears, that there are no other parties or entities required to execute this Agreement in order for the same to be an authorized and binding agreement on the party for whom the individual is signing this Agreement and that each individual affixing his or her signature hereto is authorized to do so, and such authorization is valid and effective on the Effective Date. 12.9. Savings/Severability. In case any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal or unenforceable, in any respect, such invalidity, illegality or unenforceability shall not affect any other provisions hereof, and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 12.10. No Third Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any third party not a signatory to this Agreement, and the parties do not intend to create any third party beneficiaries by entering into this Agreement. 12.11. Waiver. Waiver by any party of any breach of this Agreement, or the failure of any party to enforce any of the provisions of this Agreement, at any time, shall not, in any Development Agreement(Pending Annexation)(Emerald Vista) Page 9 of 19 way affect, limit or waive such party's right thereafter to enforce and compel strict compliance. 12.I2. Immunity. It is expressly understood and agreed that, in the execution of this Agreement, City has not waived, nor shall be deemed hereby to have waived, any immunity, governmental, sovereign or official, or defense that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the parties do not create any obligations, express or implied, other than those set forth herein. 12.13. Reference to Developer. When referring to"Developer" herein, this Agreement shall refer to and be binding upon each Developer, and their respective officers, directors, partners, employees, representatives, agents, mortgagees, successors, assignees (as authorized herein), vendors, grantees, trustees, heirs, legatees, legal representatives and/or any other third parties for whom Developer is legally responsible and/or who may acquire an interest in the Property, provided Paragraph 12.2 is satisfied, if applicable. 12.14. Reference to Owner. When referring to each "Owner" herein, this Agreement shall refer to and be binding upon each Owner, and its officers, directors, partners, employees, representatives, agents, mortgagees, successors, assignees (as authorized herein), vendors, grantees, trustees, heirs, legatees, legal representatives and/or any other third parties for whom each Owner is legally responsible and/or who may acquire an interest in the Property, provided Paragraph 12.2 is satisfied, if applicable. 12.15. Reference to City. When referring to "City" herein, this Agreement shall refer to and be binding upon City, its Council Members, officers, agents, representatives, employees and/or any other authorized third parties for whom City is legally responsible. 12.16. Survival of Covenants. Any of the representations, warranties, covenants and obligations of the parties, as well as any rights and benefits of the parties, pertaining to a period of time following the termination of this Agreement shall survive termination. 12.17. Entire Agreement. This Agreement contains the entire agreement of the parties with respect to the matters contained herein and may not be modified or terminated except upon the provisions hereof or by the mutual written agreement of the parties to this Agreement. 12.18. Consideration. This Agreement is executed by the parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. 12.19. Representations. Each signatory represents this Agreement has been read by the party for which this Agreement is executed and that such party has had an opportunity to confer with its counsel. 12.20. Miscellaneous Drafting Provisions.This Agreement shall be deemed drafted equally by all parties hereto. The language of all parts of this Agreement shall be construed as Development Agreement(Pending Annexation)(Emerald Vista) Page 10 of 19 a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any party shall not apply. Headings in this Agreement are for the convenience of the parties and are not intended to be used in construing this document. 12.21. Time is of the Essence. Time is of the essence in this Agreement. 12.22. Binding Effect. This Agreement will be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators, legal representatives, successors and authorized assigns. [Signature page follows.] Development Agreement(Pending Annexation)(Emerald Vista) Page I1 of 19 IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first below written. EXECUTED in duplicate originals this day of , 2017. CITY: CITY OF WYLIE, TEXAS a home-rule municipality By: Mindy Manson, City Manager STATE OF TEXAS § § COUNTY OF COLLIN § This instrument was acknowledged before me on the day of , 2017, by , City Manager of the City of Wylie, Texas. Notary Public-State of Texas Development Agreement(Pending Annexation)(Emarald Vista) Page 12 of 19 E CUTED in duplicate orig s ls day of 1.35 ,2017. Develo•-r: Jim Douglas, Douglas Properties, Inc. N: Jim Douglas Its: President STATE OF S § CO TY OF COLL § This ins ent was acknowledged before me on the day of , 2017, by Jim Douglas, Douglas Properties, Inc.. [Seal] cK.tralakvilt my/CoAMMI iSUCI1M EXCIpira$142S r y 1111, 2019 Development Agreement(Pending Annexation) merald Vista) Page 13 of 19 EXECUTED in duplicate originals this day of /41 £ 51 , 2017. PROPERTY OWNER: Cecil Hale By: co- Name: Cecil Hale '14 if Its: Owner STATE OF TEXAS § COUNTY OF COLLIN r This instrument was acknowledged before me on the / day of , 2017, by Cecil Hale [Seal BRENDA KAYE 1.ERRY Notary PubBc Wale oil TOWS My Commlesion Exphres Feu cuy 11, 2011' .44,00 f`e Notary Public-S . of of Tc Development Agreement(Pending Annexation)(Emerald Vista) Page 14 of 19 11 E CUTER in duplicate originals this i ay of ( US. ,2017. PROPERTY 0 ER: HO ' Y • 'Y STONE L NC TRUST, an Inter vivos Trust. By: N. e: Edward . Howrey Its: Trustee STATE OF TEXAS § § COUNTY OF COLLfN § This ins ent was acknowledged before me on the day of ./ i , 7 by Edw. . L. Howrey,as Trustee of the Howre ary S ne Living T . (Seal] Lai A.-1" otary Public--S of Texas I 1.,:tir:,:;',A INI0fory Pub9c,51000 al kolas I :,,,,,':,,d 1 Zrr lryty Commisgon ExP9es 1 171,,,,64°,rF'0,:ez.,!" 9 eta vuelny II 1, 9019 1 Development Agreement(Pending Annexation)(Emerald Vista) Page 1S of 19 Exhibit A-1 Legal Description of the Howrev Tract BEING a 31.474 acre tract of land situated in the D.W.Williams Survey,Abstract 980,Collin County, Texas, and being all of that certain called 32-1/2 acre tract of land described in deed to the Mary Stone Howrey Living Trust, as recorded in Instrument 20110217000178570, Deed Records, Collin County, Texas, said 31.474 acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found for the northeast corner of said 32-1/2 acre tract and the northwest corner of Southbrook Phase I, an addition to the City of Wylie,as recorded in Cabinet P, Page 987, Plat Records, Collin County,Texas,said point also being in the south line of a 7.0105 acre tract described in a deed to Gary Nelson and Melissa Nelson as recorded in Instrument 20080311000291280, Deed Records,Collin County,Texas; THENCE South 01 degrees 01 minutes 25 seconds West,with the common boundary lines of said Southbrook Phase I and said 32-1/2 acre tract,at 950.00 feet passing the southwest corner of said Southbrook Phase I common to the northwest corner of a 0.9958 acre tract of land described in deed to Richard Alan Cermack and Ann Marie Cermack as recorded in Instrument 20121228001646720 of said Deed Records and continuing along the common line of said 32-1/2 acre and 0.9958 tract, at 1213.97 feet passing the southwest corner of said 0.9958 acre tract common to the northwest corner of a called 2.00 acre tract described in a deed to Carl Foster and wife Gladys Foster as recorded in Volume 528, Page 213 of said Deed Records and continuing with the west line of said 2.00 acre tract for a total distance of 1450.00 feet to a 5/8-inch iron rod with yellow cap stamped "RPLS 3963" set for corner at an interior corner of said 32-1/2 acre tract and the southwest corner of said 2.00 acre tract; THENCE South 54 degrees 28 minutes 51 seconds East,with the common boundary lines of said 32-1/2 acre tract and said 2.00 acre tract at a call of 182.82 feet passing the southeast corner thereof, and continuing with the southwest lines of Tract II and Tract III, described in deed to Brenda Lee Hensley,as recorded in Instrument 20071127001587490 of said Deed Records, a 1.4376 acre tract of land described in deed to Jerry Hensley and Brenda Hensley, as recorded in County Clerk file 94-0078144 of said Deed Records, a 4.2466 acre tract of land described in deed to Jerry Hensley and Brenda Hensley, as recorded in County Clerk file 95-0043284 of said Deed Records,and the southwest line of the remainder of a 61.453 acre tract described in a deed to Gladys P. Foster as recorded in Volume 3169, Page 859 of said Deed Records,for a total distance of 1172.93 feet to a 60d Nail found for corner in a fence post at a common corner of said 32-1/2 acre and 61.453 acre tract; THENCE South 03 degrees 09 minutes 19 seconds East,with a common boundary line of said 32-1/2 acre and 61.453 acre tract, a distance of 168.60 feet to a 60d nail found for the south east corner of said 32- 1/2 acre tract and an exterior ell corner of said 61.453 acre tract,said corner being in the north boundary line of a 21.998 acre tract of land described in deed to Cecil Hale, as recorded in Volume 5166, Page 1868 of said Deed Records; THENCE North 89 degrees 32 minutes 41 seconds West, with the common boundary line of said 32-1/2 acre tract and said 21.998 acre tract,at a distance of 167.55 feet passing a 5/8-inch iron rod with cap (3949)found for the northwest corner of said 21.998 acre tract and the east corner of a 3.000 acre tract of land described in deed to Peter P. Brady and Denise Brady,as recorded in Volume 5912, Page 1996 of said Deed Records,and continuing with the common boundary line of said 3.000 and said 32-1/2 acre tract,for a total distance of 903.48 feet to a point for corner at a southerly corner of said 32-1/2 acre Development Agreement(Pending Annexation)(Emerald Vista) Page 16 of 19 tract and the west corner of said 3.000 acre tract,from which a 5/8-inch iron rod with cap(3949) found for reference bears South 89 degrees 32 minutes 41 seconds East a distance of 28.54 feet,said corner being in the center of Pleasant Valley Road,a 44 ft.asphalt public road by occupation, (no record found); THENCE North 45 degrees 16 minutes 24 seconds West, with the southwest boundary line of said 32 1/2 acre tract and the center of said Pleasant Valley Road,a distance of 830.41 feet to a PK Nail set for corner in the easterly right-of-way line of South Ballard Avenue,a variable width right-of-way, said corner being the beginning of a non-tangent curve to the left having a radius of 635.75 feet whose chord bears North 18 degrees 10 minutes 52 seconds East, a distance of 91.36 feet; THENCE Northerly,with the easterly right-of-way line of said South Ballard Avenue, the following courses: Northeast, with said curve to the left,through a central angle of 08 degrees 14 minutes 28 seconds,an arc distance of 91.44 feet to a 5/8-inch iron rod with yellow cap stamped "RPLS 3963" set for corner from which a 1/2-inch iron rod found bears South 38 degrees 18 minutes 08 seconds West,a distance of 23.10 feet; North 12 degrees 28 minutes 48 seconds East, a distance of 17.98 feet to a 5/8-inch iron rod with yellow cap stamped "RPLS 3963" set for the beginning of a non-tangent curve to the left having a radius of 3009.92 feet whose chord bears North 09 degrees 07 minutes 10 seconds East, a distance of 352.89 feet; Northeast,with said curve to the left,through a central angle of 06 degrees 43 minutes 17 seconds,an arc distance of 353.09 feet to a 60d Nail set for the end of said curve; North 05 degrees 50 minutes 22 seconds East,a distance of 22.32 feet to a point for corner; North 05 degrees 54 minutes 15 seconds East, a distance of 74.57 feet to a 5/8-inch iron rod with yellow cap stamped "RPLS 3963"set for the beginning of a non-tangent curve to the left having a radius of 4490.51 feet whose chord bears North 03 degrees 12 minutes 40 seconds East, a distance of 409.73 feet; Northeast,with said curve to the left,through a central angle of 05 degrees 13 minutes 47 seconds, an arc distance of 409.88 feet to a 5/8-inch iron rod with yellow cap stamped "RPLS 3963" set for the end of said curve; North 00 degrees 33 minutes 46 seconds East, a distance of 752.99 feet to a 1/2-inch iron rod found for the northwest corner of said 32-1/2 acre tract common to the southwest corner of said 7.0105 tract; THENCE South 89 degrees 34 minutes 06 seconds East,with the common boundary line of said 7.0105 acre tract and said 32-1/2 acre tract, a distance of 426.79 feet to the POINT OF BEGINNING AND CONTAINING 1,371,023 square feet or 31.474 acres of land. This description is based on the Land Title Survey and Plat made by Robert C. Myers RPLS No. 3963 on April 21, 2014 Development Agreement(Pending Annexation)(Emerald Vista) Page 17 of I9 /1 . 4). I I I i 1/1 Li! ;Iliji; 1;11 illit-Aii 'lilt] iiIIIMI lilil i Id II It I ;11 1 sht 1 4 II i ii il tif ,oll btst,i.,, tf,fipili ilv,i 111.1;Ni ill, 111 1 it I lif 141re i 'PC% 114,..„111;, iio„ $th„1 H.1 t ,,i 1 i 3 141 i / FI4 igt. 4 t I I 4- P113 1 "1112,4 /11NIA4r4 111 111141rrsi 1:All 1 2.'4 i RS - ill 2 2 142 J i .a1 Illi 11;111 111111l lialgill1111111111 1131 I '14 1i.1It'1' ! .11 0 i . 1 Jo 9 19.1 qpir 011 1PH 1411 .1;191 ii!;1 11111:itlft lig- i 031 Isif 13 1 411 2i IS 112 1 rn l.i A p.:1 ilk IIf Pill 14111/111% 1014;111.1 11°11 glixallia; 11 i . itv, gii„ ig ! Ili, atf ilh I i lia 11 I i 11 "311;41;31 'ill 1 g'11991 '1 i i "91 Y1 -4 le/ .4 11 '14 r it," iitti lid 1411 li 11,1: 1 4 4 1.1,101 2.411 111i 1 1111 .. II ri . ill Ill 'I 1.1 . %1 i 1Z: itil 4 111 .. 9 ,,,...111. 1,11 .61?"0 i ti131 40410 glii ill li4 I 1 IIR4 il! hi .1.,11 i ii 114 fi ligit.1 piiilifill toi Flit!" Jil ji.ig 1 gal ifk '. ' 'If- ii.) Ill lia 3,ifilii 1 41 il illy , i ILI d. ',I ,14 alib 1 app. °RI I ..1 ig 1 I .1 ill 1 gli D. II hi, "I 4 41,00 414111 .„. spr ar.'ia jai °I li" i iv tia 1 ap - al 11 I o lot 14 ° Pli Iiiii 91.1P1111";011,1 illY lig1111111x 11111 i 111"1 9 11 "f 9 111 'a° il ig i a 11 1. al la 1,,,!...gt, I " $4 ,1 ,,,t i oil 1 at I, E i a, ia2 LA , „ii.1 q . . p450) ulg I 'ile. CI ita a ma Ir 11" 110" '1" •aE a 1 . &I . 41 si. rill 5-ia.4 ax; 1 11 2 ;Ili it'll 114 141i!/14 )1111'1111 1411 11121311!'"i411 1/11 ili! 11 ll Ili' 19 111 111 II; i lint 1114 lili !iiiiffi 11 11t1141! hii 1 11 11111111 6.11 il l• • ila li a - 1r wla.it , 1 1 1 %III 1401Z4 Lig.. jj 11 ft 11 .. .401;42 e II 0 11 I. '11 11 110,4414 ir 1 i lit 1 I 1 t Itg/1' Nall 111- J.1,10 Jg 1 g i i/ i i 1 I .I' 11 91119 95%111 110 oft ' ° 1 1 ig I Ji 0 . /I 11"1 ;eel Ift; irtiti Ili „ 1 , ii i 1 it 11 1., ;5 u I , !I 1 I. ,,, ...." .,.,1 . i„ I It ;ZI 1 . • -.. . 4 i . 1 ,10 A II I/4 e 9-;.„ 111 lid ! :gill it'll 14111111 iii I l'^% i Isi/ li li II • II .1,. r 2 _ 1 .ii 11 tibia 1. 11 jalf, 1012 4 11 1 ) 1 It ill It i -42 '11 rill tql,t1 Ail'i 11101111 r" ; 11 1 ii -a id val. 4 a 4 1%. i ! i; JW 1 11 di gl ili i Ai J 41 A • • • • • ' , _4.._1 ''' a: 1:Irti 11 l.....,- 111 Irr '--- - fr', I re, ip k I t "4 8 ''''' Z 11 I ul ;Pi ; I vil I*1 :ii- -141-"-- -,-rs' "0 ill i), - up 1 1111 0 ,,,, 1 'x.- 7: xi X II Jill IL g, 1 fli 11 1 g ' ,)1 ..... i. Dv 1,,,,11, 1 -il- 11. 144111 1,11 N .,e' r 1 ra •re ii 1 , j 1111 ,...,, 11 ' 1, Ili ____41 , 1P, 11 fra 1' 1 i i 111 i gl a a! g 1 f a ! lo !'5: .4__ 11 1 ,,^.; 10 II ril i I 1 I i it f f I ifl i k, th -PI °)""' • i f Yiri , .,..„H o lav:20r101 tat diagagInnianiiIii t ri I. ! I 151 13'11 I a Eta ,4 a. II g 111. 1 .1;I: ql ' it til I: Ill 1 1,,,,a 4 .t, A--1! il!gil a.g• *Id I . ,ilj I 1 1 pei74 tinfiln 1 1'1 11g ..1 -a 1 ki 111.,1, 4 le 1 ,,,lh4, 1 ill ii I 1 ii/ / 0 I% "al // / ...pr 5 I gilt! 1 1 1 1 -I. ill \ II N "laa, .• ko; .. 1...1 1 ION -.4 a 411.0 ,000 &In 1 / OP 0004 / 111i 1 0, ..0 10.....,„•0 1 ' , \ ^ , kiri / Exhibit A-2 Legal Description of the Hale Tract BEING A TRACT OF LAND SITUATED IN THE WILLIAM SUTTON SURVEY,ABSTRACT NO.860,COLLIN COUNTY,TEXAS,AND BEING A PART OF A 21.998 ACRE TRACT OF LAND CONVEYED TO CECIL HALE BY DEED RECORDED IN VOLUME 5166, PAGE 1868, DEED RECORDS,COLLIN COUNTY,TEXAS,AND BEING MORE PARTICULARLY AS FOLLOWS: BEGINNING AT A P.K. NAIL SET IN THE APPROXIMATE CENTERLINE OF PLEASANT VALLEY ROAD (C.R. 378) AND BEING THE SOUTHWEST CORNER OF AFORESAID 21.998 ACRE TRACT AND THE NORTHWEST CORNER OF A 1.00 ACRE TRACT OF LAND CONVEYED TO SANFORD L.TUCKER BY DEED RECORDED IN VOLUME 677, PAGE 73, DEED RECORD, COLLIN COUNTY,TEXAS; THENCE, NORTH 44 DEGREES 03 MINUTES 00 SECONDS WEST,ALONG THE APPROXIMATE CENTERLINE OF PLEASANT VALLEY ROAD (C.R.378)AND THE WESTERLY LINE OF SAID 21.998 ACRE TRACT,A DISTANCE OF 343.64 FEET TO A P.K. NAIL SET FOR CORNER IN THE APPROXIMATE CENTERLINE OF PLEASANT VALLEY ROAD (C.R.378); THENCE, NORTH 47 DEGREES 58 MINUTES 46 SECONDS EAST,AT A DISTANCE OF 20.01 FEET A 5/8 INCH IRON ROD SET FOR REFERENCE AND FOR A TOTAL DISTANCE OF 515.96 FEET TO A 5/8 INCH IRON ROD SET FOR CORNER ON THE NORTH LINE OF SAID 21.998 ACRE TRACT AND ON THE SOUTH LINE OF A 32.5 ACRES TRACT OF LAND CONVEYED TO JAMES EDWARD STONE, ET AL, BY DEED RECORDED IN VOLUME IN VOLUME 323, PAGE 484, DEED RECORDS,COLLIN COUNTY,TEXAS; THENCE SOUTH 88 DEGREES 31 MINUTES 38 SECONDS EAST,ALONG THE NORTH LINE OF SAID 21.998 ACRE TRACT AND ALONG THE SOUTH LINE OF SAID 32.5 ACRE TRACT,A REMAINDER TRACT OF LAND CONVEYED TO GLADYS P. FOSTER BY DEED RECORDED IN VOLUME 3169, PAGE 859, DEED RECORDS, COLLIN COUNTY,TEXAS AND A 21.0749 ACRE TRACT OF LAND CONVEYED TO WILMA JEAN TURNER BY DEED RECORDED UNDER COUNTY CLERK'S FILE NUMBER 97-0004018, DEED RECORDS,COLLIN COUNTY, TEXAS,AT A DISTANCE OF 167.51 FEET TO A Yz INCH IRON ROD FOUND (CONTROL MONUMENT) FOR THE SOUTHEAST CORNER OF SAID 32.5 ACRE TRACT AND FOR A TOTAL DISTANCE OF 1342.344 FEET TO A% INCH IRON ROD FOUND(CONTROL MONUMENT) FOR CORNER ON THE SOUTH LINE OF SAID 21.0749 ACRE TRACT; THENCE, SOUTH 84 DEGREES 32 MINUTES 21 SECONDS EAST,CONTINUING ALONG THE SOUTH LINE OF SAID 21.0749 ACRE TRACT AND ALONG THE SOUTH LINE OF A 20.0749 ACRE TRACT OF LAND CONVEYED TO RICKY RAY FOSTER BY DEED RECORDED UNDER COUNTY CLERK'S FILE NUMBER 98-0007168, DEED RECORDS, COLLIN COUNTY,TEXAS,A DISTANCE OF 270.22 FEET TO A 14 INCH ELM TREE FOR THE MOST WESTERLY NORTHWEST CORNER OF A 134.33 ACRE TRACT OF LAND CONVEYED TO MRS.THELMA RICE BY DEED RECORDED IN VOLUME 561, PAGE 266, DEED RECORDS, COLLIN COUNTY,TEXAS,AND BEING THE NORTHEAST CORNER OF SAID 21.998 ACRE TRACT; THENCE, SOUTH 08 DEGREES 41 MINUTES 00 SECONDS WEST,ALONG A WEST LINE OF SAID 134.33 ACRE TRACT AND AN EAST LINE OF SAID 21.998 ACRE TRACT,A DISTANCE OF 166.27 FEET TO A FENCE POST FOR CORNER; Development Agreement(Pending Annexation)(Emerald Vista) Page 18 of 19 THENCE,SOUTH 16 DEGREES 39 MINUTES 00 SECONDS EAST,ALONG A WEST LINE OF SAID 134.33 ACRE TRACT AND AN EAST LINE OF SAID 21.998 ACRE TRACT,A DISTANCE OF 265.80 FEET TO A FENCE POST FOR THE MOST WESTERLY SOUTHWEST CORNER OF SAID 134.33 ACRE TRACT AND BEING ON THE NORTH LINE OF A 6.00 ACRE TRACT OF LAND CONVEYED TO LARRY D. MORGAN BY DEED RECORDED IN VOLUME 1449, PAGE 264, DEED RECORDS, COLLIN COUNTY,TEXAS; THENCE,SOUTH 85 DEGREES 32 MINUTES 00 SECONDS WEST,ALONG THE SOUTH LINE OF SAID 21.998 ACRE TRACT AND THE NORTH LINE OF SAID 6.00 ACRE TRACT,A DISTANCE OF 264.00 FEET TO A 5/8 INCH IRON ROD SET FOR CORNER; THENCE, SOUTH 86 DEGREES 34 MINUTES 00 SECONDS WEST, (BASIS OF BEARINGS) CONTINUING ALONG THE SOUTH LINE OF SAID 21.998 ACRES TRACT AND THE NORTH LINE OF SAID 6.00 ACRE TRACT, ALONG THE NORTH LINES OF A 5.00 ACRE TRACT OF LAND CONVEYED TO LARRY D. MORGAN,THE NORTH LINE OF A 4.965 ACRE TRACT OF LAND CONVEYED TO BOBBY GLEN ELLIS BY DEED RECORDED IN VOLUME 3097, PAGE 3, DEED RECORDS, COLLIN COUNTY,TEXAS,THE NORTHLINE OF A 1.00 ACRE TRACT OF LAND CONVEYED TO ROBERT STEWART BY DEED RECORDED IN VOLUME 697, PAGE 735, DEED RECORDS, COLLIN COUNTY,TEXAS,AND ALONG THE NORTH LINE OF SAID 1.00 ACRE TUCKER TRACT, AT A DISTANCE OF 1519.55 FEET A 5/8 INCH IRON ROD SET FOR REFERENCE AND A TOTAL DISTANCE OF 1545.90 FEET TO THE POINT OF BEGINNING AND CONTAINING 958,239 SQUARE FEET OR 21.998 ACRES OF LAND. Development Agreement(Pending Annexation)(Emerald Vista) Page 19 of 19 N atf ,:ms a€"s at.mda ksa:s b 3_ ¢.wa¢..^s4.e efta s €s±.ft,i. .ft P t.te t L. „5.3R 6 a . sd£e-a aiF�`*....§:se.........&s.n�E£ tr£R.td 3#£e£axi£ --.•a Sae +"^ .. .... . . ..... s.. ---.. . gg_..sk—.. .-- -. dse....@ ...a.....Eg.ca#--am. . .....raa3. � . PBaq@t -4 r�sssa*€[3€�@�P.a�c2h�a�3a3a'aa .ae,myaMPE�&'a�4r... =ram _, 4:4u4 e...5,4,-=+.*ffi c.34,,,c =aoim4ex a3k, seeE3.£ ®,}=3££.Aasys £ae' i, .a &.f-. ai# rsas� ft 6 f3 1 .al€,ees5x'toaa.,,s. 4s3aa sas.,:aE 4ss@>=o 3{v am daEe41=. e 3 Ya e'3{8a'ae,,IaYaRsaet a K.. Mir 6e§.a3'$ir5+a, _.g.=. -seaf3b ..,--.M gs..3 ., ...,saa s 7f_,31st *. #'a —'3, #f as e,,.g&e*,.. QEd $'F.,...,*eai aR�= w'. �-:ate P.,1, ft,,: 4. 1.m,ft9sta aa3e' ava3a� aim aamft a§&aW a? i.:pa+-a�.5�a- bi `:,m,...3 °5i###a Wiz- _ w�®l==R=.4,a..Rvaae- -WM.s.a * C., 4. .,= , . RawvPltft..,,s ti8++ #,,.., 3spa+a .m...3aa�a�.. ..i sa,*.... s� ...,ftgys`a+s+.,4 Mr, _ _ d*bi .wde -.� .1€.S.A ._ aa.e . 1.. ^€'Ma8'. .. a:,aeae�i£=3 d>n.a a L fts>3 a F,Ez B £33. @3eaBS. eI1FF@w t....-g.....g..sz ..........ate «-..... ° ...as .aa..,. ....p¢a:sy._r.-g,0,,, ,,,--.l:,a e_sG 'nm a #aes h57.$'.£.85F£e ra .3t,, cs3ca£ :i rs-yi3 .a+ t sma }a sa£aw,,,£* X4, W4 #@.E.,,3 g:z- ti_ z3 '. �, iS_#eY{`aai.t aCaa�=..--, o ,a tfa am - - a.ft N,S s&6 ..0,,, as via a&aacfa8a- €3 gaa8:lk.#. 1 5 as= € _' } e a, 1 Via` ==ee= £ -�z==. e € k _@ €em_— f + sue# m a iu . ,,{ s i "3Eg s =R .__ - <a < e s a a v=.s `4 a mm £xa - +ssessees _ F • -afv 9` o € _6' Rb# € _ 'ss3' _-s E� sesss � i _ �e p # as a }r _ tM -..,A , d ! 1 q{ sass mi7 .Fg8 WNW. � a s se P3&x, i 3€ € OFECC 3£eeshes es € Rota» # rm. -- i€ ` 5 # sa4=. eFJ ..... - - IS i eS o o § lrr f, SEW* '. 8 =§mod=a =i* • g, € . , Wft,d a==1S=: - a.� 8sss€s. @a£$3' s@dav- _ aa--.ems' ,s�—^-r s - a a a - . € -- ;sue,-.0.r.t eaa ass a, s �� z e ..: WRUNG,[.1. eV -.®ate®3 ° , e.a. awl €. vt a-aRae a. sa. ➢$ __ E. a ,�. �» >, Exhibit B Proposed Plan Development Standards I. GENERAL CONDITIONS: 1. This planned Development District shall not affect any regulations within the Code of Ordinances, except as specifically provided herein. 2. All regulations of the Single Family 10/24 set forth in Article 3, Section 3.2 of the Comprehensive Zoning Ordinance (adopted as of May 2011) are hereby replaced with the following: Fi re 3 4 -Planned Develojment— le Famil (PD--SF) Lot Sizeiginimum Lot Area(s . ft.) ®�yn� � 6,325 Lot Width (feet) 55 Lot width of corner Lots (feet) 60 Lot Depth (feet) 100 Lot Del th of Double Front Lots (feet) 110 Dwelling Regulations tum=SguaremmFoot e All Homes will be a minimum of 2,000 w � �N.��Aw� ��HN� H�rrrrrrrr�r�mmr�� m,�rrrrrrmmmmmr�r�rvrv��,rrrr,�� of ery,.a n......m Section Conditions Design Standards Level of Achievement See Section III Des n Conditio mmw Www Yard Re u rements-Main Structures Front Yard (feet) j 20 Side Yard (feet) 5 Side Yard of Corner Lots (feet) 10 Side Yard of Corner Lots (feet) on key lots 20 Rear Yard(feet) 15 Rear Yard Double Front Lots (feet) 20 wa� Lot Coverage 50% Height of Structures Main Structure (feet 40 Accessory Structure (feet) 14 mmmnnnn II. SPECIAL CONDITIONS: 1. Maximum number of residential lots not to exceed 175 lots. 2. 1/3 of the lots will be a minimum width of 55 feet, 1/3 of the lots will be a minimum width of 60 feet and 1/3 of the lots will be a minimum width of 65 feet. 3. Developer will donate 2 Acres to the City of Wylie for use of a Fire Station. See location map in Exhibit "C". The tract will be deeded at time of Final Plat filing in lieu of Park fees. 4. Key lots are defined as a corner lot which is backing up to an abutting side yard. 5. Three-tab roofing shall not be permitted. 6. No alleys shall be required within the Planned Development. 7. Developer shall install a screening wall where lots back or side to Elm, Ballard and Pleasant VaIIey with a 5 ft side walk back of curb. 8. Lots which back onto park land shall provide a decorative iron fence of uniform design to be installed by the homebuilder, as approved by the Planning Department. 9. The Subdivision shall conform to the Development Plan attached as Exhibit "D'.' 10.Existing trees greater than 6 inch caliper within the flood plain shall be protected in accordance with City's Tree Preservation Plan. 11.Open space, drainage & floodway easement, and public hike & bike trail shall be dedicated to the City of Wylie in accordance with City's Subdivision Regulations. 12.Maintenance of the Park Area Maintenance of the park area will be the responsibility of the homeowners' association (HOA). A. Developer will be the contact entity with the City for all concerns regarding maintenance of park and open space until 100% of HOA control is turned over to the homeowners. B. HOA maintenance and responsibilities of amenities include: a. Clean up and litter removal. b. Landscaping installation, care, and maintenance. c. Trimming, clearing, and removal of unwanted vegetation as determined by the City Park Division. d. Maintain irrigation system, pay for the water used in the system and test all backflow devices annually as per City requirements. 13.All Park Amenities as described in Zoning Exhibit and as approved by the City Parks Department, shall be installed prior to the issuance of a Certificate of Occupancy, of the affected Phase. A. This Development will pay no Park Fees. IV. DESIGN CONDITIONS: A. Land Design Standards—New Residential Requirements Desired Land Design requirements are achieved by projects in accordance with Zoning Exhibit and the following criteria: 1. Provision of Public Pathways - Public Open Space a. Base Standard (I) Trail shall be constructed to the City's standards. Open space parkland shall be in accordance with Zoning Exhibit as adopted by this ordinance. (2) The public pathway system easement(s) shall be connected along existing or planned utility rights-of-way and/or public property lines to any existing or planned public trail system on abutting land. Locate the public open space easement to provide for future connections to be made by others across intervening property to any existing or planned public trail system on land that does not abut the development. Public Access Street it Subdivision ', Development Public Open Space Easement Open Space • b. Desirable Design Attributes Single-loaded Street along open space and access per Zoning Exhibit. 2. Provision of Public Pathway—Perimeter Walkways and Landscape a. Base Standard (1) Per Zoning Exhibit and coordinate improvements with the City of Wylie. (2) Landscaping and Tree Preservation shall be in accordance with Zoning Exhibit. The following trees and shrubs are recommended for landscaping and screening purposes and shall be of a species common or adaptable to this area of Texas: 1. Large Trees: Pecan Red Oak Burr Oak Water Oak Southern Magnolias Live Oak Bald Cypress 2. Small Trees: Yaupon Hollies Crape Myrtle Wax Myrtle Cherry Laurel Red Bud Japanese Black Pine Cedar Elm 3. Evergreen Shrubs: Red Tip Photinia Burford Holly Nellie R. Stevens Chinese Holly Yaupon Holly Clearra Nandinnia Dwarf Crape Myrtle Japanese Ligustrum Waxleaf Ligustrum Abelia Junipers Barberry Asian Jasmine Honeysuckle English Ivy Boston Ivy Liriope Monkey Grass Virginia Creeper Vinca Mondon Grass Ophia Pogon Elaeagnus Purple Sage Pistachio The following trees are discouraged for landscaping and screening purposes: Silver Maple Hackberry Green Ash Arizona Ash Mulberry Cottonwood Mimosa Syberian Elm American Elm Willow Sycamore Bradford Pear b. Desirable Design Attributes None B. Street and Sidewalk Standards—New Residential Requirements Desired street and sidewalk requirements are achieved in accordance with the following criteria: 1. Street Treatments—Entry Features and Signage at Entries a. Base Standard Architectural features on stone monument (no brick) with landscaping and incorporated into open space area and illuminated by means other than street lights. b. Desirable Design Attributes Decorative iron accent panels or 2 or more different type/color of stone (can be synthetic or cultured). /°h mm v"�Vy�ImvI�Vf 1f� ,�� a 4 , 11 (r 11 rd�� a 1�4e Sul a. �tl " 4w I w r r 141 nif ; ^ Ill 111111 111 p11 'r dr ^ w .,ark: A'„ 19 V 'I Im+alum 7; :121 d Yalv�I� ��„ wla 111111 V II 1111 P"Vlll M11 ilf II1 8� — �1 ° )wn ;,v,w��ul✓i '11 '1,u1,II � N 101011 ry 1 v 710000I 4111r ' 1111111111111, u uui • �1 �� I I uvM1� �I�^ +�IIII qV! �in�yN Y IVi J a" Vn hl,�uuu f II Ioo 0000. 11l�lllllll 00 pig h1 NNi l YI11 T1111 huuuull11111111111111111111111111111111111111111111 Vp11) I fill, y II 11 I IVY"I Illllllllf'I�IdJA vl� m whl a�fIt1111 111111111111111111111111111111111 Im m, w m 0111111111111h1 rm Nl��j1 'h'I iVlllllry 89��dlf by I�ly<W7 01111111111'M wlI�� I I111001001111111ry �flp�l�luuVul"n911�!Uuirr'� �'� �� 1 � �^' fly w^ti^ IO� liv lei I 111(��m"; IMS10 .11 2. Street Treatments—Street Name Signs a. Base Standard Block numbers shall be incorporated with street lighting that is coordinated throughout the subdivision. b. Desirable Design Attributes: None 3. Pedestrian Sidewalks - Sidewalk Locations a. Base Standard 4 feet wide concrete pedestrian sidewalks shall be located on both sides of the street, in the right-of-way of every internal street. b. Desirable Design Attributes: None 4. Pedestrian Sidewalks -Sidewalk Lighting a. Base Standard Decorative street lighting shall be provided along residential streets throughout all Residential Developments, providing low illumination with decorative poles with spacing ranging from 250 feet to 350 feet between lights placed on alternating sides of the street. A Street Lighting Plan must be submitted to the City Engineer for approval. The City Engineer is authorized to alter the distance requirement if needed in an effort to achieve the best lighting arrangement possible. b. Desirable Design Attributes: Ci iti/qt1S1 IMMI°1 , /, 111 If M r , iirr r�i Pr y rlii � /� 41tix rU91111101101MINglik , None 5. Perimeter Alleys a. Base Standard No Alleyways are required for the subdivision. b. Desirable Design Attributes: None C. Architectural Standards—New Residential Requirements 1. Building Bulk and Articulation a. Base Standard In order to avoid large blank facades, variations in the elevation of residential facades facing a public street shall be provided in both the vertical and horizontal dimensions. At least 20 percent of the façade shall be offset a minimum of 1 foot either protruding from or recessed back from the remainder of the façade. b. Desirable Design Attributes: None 2. House Numbers a. Base Standard All single family residential units shall have lighted front stone wall plaque with resident address beside the main entry of the dwelling unit. b. Desirable Design Attributes: None 3. Exterior Facade Material a. Base Standard All single family residential units shall have a minimum of eighty (80) percent of the exterior facade composed of kiln-fired clay brick or masonry stucco with the balance being window boxes, gables, architectural shingle and etc., but not 20% siding, excluding windows, doors and other openings. Glazing shall not exceed twenty-five (25) percent of the front elevation of the residence. Dormers, second story walls or other elements supported by the roof structure may be composite masonry materials if approved by the Building Official as having the same durability as masonry or stone and when offset at least six (6) inches from the first floor exterior wall. Wood, vinyl siding and EIFS materials shall not be used for exterior walls. b. Desirable Design Attributes: None 4. Exterior Facades—Porch a. Base Standard Each single family residential unit shall have a combined total covered front, side or rear entry of a minimum of 120 total square feet of floor area. uw,�„�,udUw �•dyn4l a NINv^'IfuV 111 I�/ hllY.:.lulu.I�ffl III7q Miy1rl WVII d"".lV OII�h If��ll vWI;¢� I I'YI� II 11 V Q ;'1 I 11 II II��N 11I�I " P � ^ °D ; 11(�I U1 I1�1. ^I fIPm 4 IIR�uIoviII111'1111 III III, �II lull � NIn'ul I Iw111, I willII1I) I1I'/II I� �III»�It11II 4, lV 79, ^ ii II "V11111 mhl)�) 41 �Y�II� ylrrlti t:1I,11Ii111 lll gff1 gl udr, ldpl,,, Doi, IIIIIIIho� l000000000000000000g000.nmll-loll II��IIIIIPIm I�I�oummN hD411N loolompoIIIII�IImill olo IIIIIIIIIII II� ,4 . NnVII' IWu VI �VI oloo ml oH J�SVI S l�lllll� o m lu 1u11u1u1u1uHww b. Desirable Design Attributes: Two or more sides of covered porches,or pitched cover incorporated into roof lines of house 5. Exterior Facades - Chimneys a. Base Standard Chimney flues for fireplace chimneys are to be within a chimney enclosed with masonry matching exterior walls of the residential unit and capped. b. Desirable Design Attributes: Fireplace chimneys shall incorporate 40 percent stone,matching the accent exterior façade materials of the house for houses with Chimneys. 6. Roofs and Roofing - Roof Pitch a. Base Standard All single family residential units shall have a minimum roof pitch of 8:12, with articulation, dormers or a combination of hip and gable roofing. b. Desirable Design Attributes: None 7. Roofs and Roofing- Roofing Materials a. Base Standard All single family x residential units shall have architectural- lyinimum Roof grade overlap ° Pitch Allo wed 12 n shingles file or 4„1., standing seam metal. Wood .12 shingles are not permitted. Plumbing vents, attic vents, and other rooftop accessories are to be painted to match the roof shingle color. b. Desirable Design Attributes: None 8. Roofs and Roofing- Roof Eaves a. Base Standard No wood fascia or soffits are permitted. �I' Il1ll r ;:I'" III�(1 ur(u�rllh rl 1 1 uu rll a1V ll"I( rl I',,91u1fl lllillll III J1111 °iV I,VIL:'ll Mry Illi' I N881nuuuuuuuu ,yr m II ull rr yr� uuuudlllll! .�14!! ti.�Nllllllll Vonh ,,, lylm r � p dlJ' um°u� Ihr� uuq IIIIII�.1111111,1111 I(I III mu Immulluu111111)llo1vlII w1i11)))II diiij"i14111 IIIIIIIII 1(II III alVljllliur mI�IJJ� iiiiiiitilllllllV Ilm�� uuuwuulllll(IJJJ 1 Ullll�lldu �gf1l1 1110111111,1111I777777777771!!;„ oIIIIIIIIIpIIIiiIWIll111illll�l(^Il.1.1ldIIIIIIiIII�IIIIIIIIIYI�JIIti)Nilllllfl((61iIiy)(�IfI�IIV)(`Vu�IIY�JIY' iglJpu Ih� IY'�ME"il'lflj, Iu 11 IIIr IIIIIII Ill uu v u IIII+(fll f II�O%II °I 1r /u l (��ili(( Iiii;1 IIµ(IIIIII I II n III (IIIII II IIIIIII)1II�(IIIII( IIK� JJ(i III'J� u r UI uh °9h1,11111 JVIII l III�I,u 61I II u N °RuuullBIIIII�INImIY�ju 1I IIIf11111IpiYl'll' V(�uYll IIIIII P�IIf v'th h�� (IJyI/I, I vI 14✓ 91 YID'm� 1 r 01 VI I lIN u U g��p''�II IIIII Iu7 III �dd�� v m /bl +l 'U lio II Ilu V r u rVUI �� I V ' lV1 hI !U 4! P 11 77 u Iti JJ��i� �� my� I IlI m1 IIIVVINI u"pd°I('1� rllii I l�ua Illll,i I� II I 14 71.iu7 ur �y rr 0' V nm a Wg yUulgp V�Un) rl ( ul� ., INII rh r nl hl:��Mi (h41 ml 4111 dl wPplVlb rill! Ill ri(i'�Ilu IIII I I 'I�(Im II IIII IIIIJ um� JJJIi I,IIIIIu,nlll ri uu III Pm7N@PiNy Im4V� up Sllilhlf hlN Yld`flj Ji KIPS j111,111I1II'(yll�l ;III I/I llwrll Illl y'lli lull vllll rM i'I'uuUaNVNV hl IhIbIm ml.I m% l reluJl°IIIIII II mh)I � dhou 1N ullll N�1114 a I. ((. ul INN' I "'�,VxlNl /01II1' urd I�IV "III 111 INII ) II IILWIIGIQIaI„N b. Desirable Design Attributes: None 9. Repetition of Residential Unit Designs—Repetition of Floor Plan and Elevation a. Base Standard A minimum of five (5)platted residential lots must be skipped on the same side and three (3) lots must be skipped on the opposite side of a street before rebuilding the same single family residential unit with an identical (or nearly identical) street elevation design. The same floor plan shall not be repeated on neighboring, side by side lots or directly across the street. _I—.L.— T'r1'T'T'T'T'r�'T'T"T 5F('r�I—r'T'_r.— • Nub 1 444t3I J�•340 SSKIP•EOOP•O �IDEOFS STR4i5EET 6 I? 510 55KIP EDSu�E5tbEOFStIE�� T T �IJJTO L.��.�.J .L .L _ 1-1•T'T'T•1--1--rte •-I—.T•s-r T'T'T' Identical or nearly identical floor plan means that the layout, size and function of the rooms are essentially the same Identical or nearly identical street elevation design means little or no variation in the articulation of the facade, height or width of facade, placement of the primary entrances, porches, number and placement of windows, and other major architectural feature. It does not mean similar colors, materials, or small details. b. Desirable Design Attributes: None 10. Garage Entry a. Base Standard Garage doors can be located on the primary street elevation of a single family residential unit with an upgraded insulated door with carriage hardware. The primary street would be the addressed street front. Garages may face the street on a corner lot side yard. Each garage shall be a minimum of 2 car garage. gIII1rV��l�m III 1III I� 'tom ail/ �7 p �� I 111�IdP�Illllll�uhuu /jr rI Ilh�fl111U��l I�I�111,1 "VI11E o I �,I � 1 u��uull � t(l� l // �� i�PA 1 IC hh��lu /7dal I,: ul,IIIII 11P�I1Pru}11 V II�i� I�� 111��111111lll jl��IIIIg 1111111111111111111101 i(// III, mp lu �IIIIVIIIIirho111111111 _ )inNl° I jl r I J mj rl � j pi ,00 I .UUIIII Iu IIIYllli I l6lll) �� l� � lily IAAP I U olrc� �ll%llulll Nul lu �41 Ih q,, h .; IIW��,.,lp ��,,, ,�oIVVIII1pV'i�.., 1 .��,�, u 1111 vlIlotilligolidhiotigtdiuu uniwiwi 11 01 Age's Agg ggogggille 0011 (dt�flUe!((�' ro mlu io �ui�Nn ,� x..m -'' ,�''V L. �x „'g ��IN I�IUUging''^(rU ��l r�:� d b. Desirable Design Attributes: None 11. Dwelling Size a. Base Standard The minimum square feet of floor space shall 2,000 s.f. , measured within the outside dimensions of a residential dwelling unit including each floor level, but excluding carports, garages, and breezeways. 12. Fencing a. Base Standard (I) Side and rear yard fences (if provided) shall be permitted to a height of 8 feet maximum and constructed of wood with metal posts and rails to the inside. (2) Pressure treated wood is prohibited. (3) Fences shall be constructed of decorative iron next to public open space, and shall be minimum 4 ft in height. b. Desirable Design Attributes None 13. Landscaping a. Base Standard (I) Each residential dwelling shall have sodded front, side, and rear yard with a minimum of 2 trees and 5 shrubs in front yard. (2) All landscaped areas must be kept in a healthy and growing condition. Any plant materials that die during a time of year where it is not feasible to replant shall be replaced as soon as possible. b. Desirable Design Attributes Each residential dwelling unit shall have an automated, subsurface irrigation system. 14. Outdoor Lighting a. Base Standard All residential dwelling units shall have an illuminated standard porch light at the front entry and drive/garage. b. Desirable Design Attributes Front façade and drive/garage shall be illuminated by coach lights on each side of the garage and front yard activity area illuminated and wired to the interior of the house. 15. Conservation/Sustainability a. Base Standard Each residential dwelling unit must comply with the Energy component of the Building Code. b. Desirable Design Attributes None H 1 _ S S3 F T 34 1 33 .. STAEn IR1OPOS 21 22 fIR 3.60S ACRES I i N- I S s S i I 666 6-633 S 66,.. .'__'- .A3-L_Fr,,I,.. 33 \ 1 `33\7 S.F. 3 t7111T.TRUST FIRE-a-A 1311 EXEDRIT HOWREY FARMS till,PAU FIRE--soli srfE Z3 70B AL RE, ,,PJCFM FA ME 3tg SUE 1 . . . kg . . . . .' ''..k\-:' ;',N,'0 • ' ' , , f . . . . . . _ . . . ,------------- . --- -----.0=1,-,F--.---- . , . --NV =----aaF-------___- -- ------ ' . . . . . . . . . ------- ---- --,--.7--- - ----1.--m= .;-\ Li „ . ----=-:-z--- ----------- ittt- z---- = ,. 1 \ „ . --.-------_- —___„,----,--,---.--- - -i- =,---, „ . . „ , ---- ---,------- - ----sama. . ' ,, „ , -__•------------------ -=_------_.maa , ,f . . . A . . „ . ILI ' .-------------'-------'4_,__---._ -- -- ------------1--------------Elii E=-=-=-2':\N‘- ''--\-' L''' '- --__ 1 . ...-....--. , , WpilE DPV LIU.TDD PARMER ,P- ' . . , . . . , . . . . . ,__00: . . . . . . . . .. . . . -1_1111E-------------- -----=7,- , . _=-111=----r,-,- 4 -.4_0_. ,-,.V. $ , . ' ' ifigler navnff , 1-.111XC TT nn s-TATM MinT ' HOWREY FARMS . . . t ME SIAMN StrE , , , arra ma. 51 706 ACREZ , SMA-TA IX TILT, , , -.-q,.-, -h1;,,J. 5-L7Tx 5veWs1 .g. -T NO e•a . , Wretir-PRilFmrfss:Mr- cm up nut Em cm.mg COWATT TEXAS : ' ,, +.7 , , , \\ '4 L 5� \ ,.� \\ \ \\ _ _ -_ `ice =_� . - F A tit tt. .._. - - I- E y nu P , ` ` \ Ar ` E .s _ r0 _ _ at!Yta Vy 7 --11 1 ` vv t u x tt - _ - . . M u -- .„--- Y _ - _; :� A $ 6 n j ' �me EMERALD VISTA r ; I „ ritiritiM 7'38z A ,a t. x em 5_ -o9 ACRE` <= � -,1 _, . . 7Eir-FPFERMS, AC, .4 :fit ..�. -_E-tom..... .... .. .. -_ — - c - - - -- -- = --- --- - -mM-- -- - - -- - - - ---_ - =- _ -- - - ------� -=-- - -- --- - 1 --- -- - 'mac - -- _ -- -- \\ -- its -- - - - - - - — --- n -- -= - II-_ gt _ _- c M. -- -- -- nag =- --- - =-- � _ -- - ;aAa_ a� - - - •_- - =-- -__---=_ - _- • { _ - - -- -- - - ---•--_- - --- 3 _= -=�c-__ _ _ - - --- - -_ - -- -- — =:_ - ..z, .,4%':NZ-1--.= EMERALD VISTA ;Era ZI,E - ,_ itimi #M ,. , 3 I I I I I111 FsT 1 U 10' NORTH T xAs MUNICIP//=�L / 1 1 56 • WATER DIST-ICT EASEMEND I / / III.1 VOL_ 442P, 42 C44 2436 I I n/ / 26 /_,E/ 1 1 / W 55 `` / / / VICINITY MAP COLONIAL ACRES CD Et / / / 131x 1 ESTATES / / 21,047 S.F. 25 VOL. 6, PG. 39 Qs Z I / 1 / 54 N➢TES. I / 1, Bearings are based on Texas State Plane Coordinates Projection:State an Noah 7— / / / / \ CentralZane a2oz ( ). D W Williams Survey.Abs1ract No 980 However.Ine Ten.General Land Office maps snow tnat A� 24, /J / [ I/ / property is within tbe William Sutton Survey.Abstract No, oee Cnas delineated on the Collin County.Texas and Incorporated Areas.Flood Insurance Fate Map. Q / / 247.05' 3 ne 3 [� /• 2S' S2 50' Agency o�same amen son em son not creme ao Ly 17.63' a sa ' en / 6 ,aa Naa�w• as 27Y 6ao<D.La be owned onl 32 mo aia ae r e Xome D�ae,s azsas of oa. 1 O PROPOSED 23 22 FIRE STATION 1.605 ACRES LONE STAR GAS COMPANY EASEMENT ► ► e 5 6 9s9A, 1- 9`C OK, 20.00' 80,178 AC. 4' -I% M I.. WYLIE DPV LIMITED PARTNERSHIP '% �// RE INSTR. 20131029001473060 Q NE ct 4X 6,172 S.F C i' OWNERS MARY STONE HOWREY LIVING TRUST FIRE STATION EXHIBIT P°BOX 754 WY 098 HOWREY FARMS CECIL HALE 1 FIRE STATION SITE 6808 GOLD DUST TRAIL BEING DALLAS,TEXAS 75252 51.708 ACRES '.. SITUATED IN THE DEVELOPER WILLIAM SUTTON SURVEY,ABST. N0. 860 DOUGLAS PROPERTIES,INC. INC. CITY OF WYLIE ETJ,COLLIN COUNTY,TEXAS 2309 K AVENUE,SUITE PLANO.TEXAS 75074 ENGINEERING CONCEPTS&DESIGN,LE (972)422-1558 ENGINEERING/PROJECT MANAGEMENT/CONSTRUCTION SERVICES 9'EXAS FIRM REC.NO.001145 .CIRCLE,SLUE ZOO, lla TEXAS once auNv'zon zol w(eSCALE:1,00' vz)eat-0400 FAX(e+z)M-e<m ee 08816\DM,\8816 Zoning Exal0ll.nog MN N_ IH 56 Mil 7 : / ll:A T DI T.IC-EA„E 1E\I- I ] ..., L. 9q2 rc 2A 36 i I 2 I N „ z6 55 , VICINITY MAP, ._ COLCINI/AL/ACRES I 25 EST/TES O VCL. 6, PC. 39 I I 54 +-�> P.R.C.C.T. u I I 7:/- a,.,. v: ,:_i .n.- .,r-i�' ",. '_vr i( 24 U _. II 3 / / Tit -- -..-z—,-------,sezm WYLIE DPV LIMITED PARTNERSI I P -�- IVSTP,. 2013102900'4'3060 D R L.C.T. I _ ,� 3 MARY STONE SHO WREY LIVING TRUST FIFE STATION EXHIBIT ,,r)6.TT7 73 56 HOWREY FARMS CECIL HALE 1 FIRE STATION SITE 6808 GC_D DUST TRAIL BEING 51.708 ACRES SITUATED II:THE DEVELOPER VI DOUGLAS PROPERTIES,INC. LLIAM SUTTON SURVEY,ABST. N0. 66D '.. CITY OF WYLIE ETJ,COLLIN COUNTY,TEXAS S TEXA SSJE4 FI'(IRS O P,CO V)TFPT.i'F OF.S?'V, F,F_ (972)422-163E ENGINEERING/PROJECT UMMODDENT/TONSTDO,ION 6EEvITES t�ti\%I .mot t. 1 ilil E n o. o.,ow ---- '7 p Paoa.r F'V� 444,,,,,ss„. zSp _C ` J p/ - .ykryC2 — _ A : ;„ BA LARD .A VE r5O 'to a ., 30E `si _ oo n aA, � V s_ i �... __.. __ +a zs zb 30 a' 1 3 s _, k •a- 8 o \ <1' z l � �. >. a 19 10 awc yy yz i n z y \5 �ET \�.' � ____ b am SjREEj3 \ \ DE / 30 24 z, 26 33 . 23 32 ]] ]a y9 ]a \\1\\ / 54 55 Sp 3� 31 s ys ys / I POINT OF © a3 BEGINNING Alw i 12 0 IA W45000', Illa ST•B>2i:: 20 / Duct,. �m e� _ BRO µ GE RIVE 4 �� a ^o �Iy/ \o is ash �� ++ sW,oar.,,� UIIII 6 sET G J `? z yy `.`� �;e:o / CURVE ,AEA U O.RIDGE C iluF Tr.aiF J J �,o STRE ]e / [ , In v3 _ .1773 7 7 $J N ,'A k\\\\: 3 e y3 �/ 94* ' «,. ,vc saz c ,co.oz uc.zn,s z z4ac zz.s c9 _` v P iu�-1 o II 32 ,\\\\\ s e` I 3 3y \\ 3E. 0 5 H]4 e,c � a er " tall 3a \ \': m / of _ l/ \w � yptia ,z o„ 4zaoyy�' rE AV / �a SIRES,H s z, 5as e< Noe,z,E Iuvl Tt MAP I40 z MV 42 I in \ i,„ <11 .._ 2 ,0„,„... u e 1111111111111 I II _ - STREET`I ----r' IL \\\\\ y _ o]NEres ZONING LOT II311' �� - y MARY STONE HOWHEY EMERALD VISTA \� LIVINGv BOX RUST z \\ �9559'1 \ W L'i ,� ' �„ ,. , Ivz[ix �co5a 1B O68 PEN RESIDENTIAL WESS 3�\ \ N CECIL HALE BEING I FIRE STATION SITE 6808 GC.DUST TRAIL 51.708 ACRES �\\*� _ SITUATED IN THE 265'g0 L2 DOUGLAS PROPERTIES,INC DEVELOPER YVILLIAM SCATON SURVEY,ABST N0.SBO � CITY OF WILE ETJ,COLLIN CDUNTT,TEEAS N€-$-��740Op''E 1 FI'GII:FEE TAR;]:JN]'FPT.i'F OF?3N, AF_ LINO, )T422-Ewe. eI,IneeFINC,/PROJECT b ei4]'/0.00urTiON 2ERVICE.s v�ti\% .mot t ] ilil E 4 \.: ; \ .,. ^ �V OVA„ \, _°`- .. „y - © �..` '�Ate _ .y � \ �V Vva �" Te�� _ ��_ _ � use \o�\ �` \\ moo . �\ \ \� �z - ,A,\-',,.- --,,7-‘,,--N,,‘,N '.:,'', -.,.Z,N. '-,, -N 1 t:.,;'''''-4'-*,.,,,N\''\,. 4\-_ V,1-',\''' .---,\\--,\'' ''"---,'-',';,,.,'S*, -;---2.----,;,---- -- ---:-=-,-- --=---1 7—'77''''' ==____-'--. =--—___---- -----——=-.--.--,--.--,--'''''-,---t-e--"-- ------------.„- ---_.-,_.-__::_7-4 tk' N 4 11*,,,__ -_-11 ,_ 6 a \ S \ ® � _ 1" - tie9s ..fie \ �. \ \ �� \ \w ___ _se ssaze 5o''E �9�� 411#1111111-/ LINE TB 0LE LINE B _:NG111 „LE NC 1662, so,56, \ ` \\,,,,,-::__,.-77\...,- -"----- .„,‘,A_E-_--_,,- -..,,,,,,-,,\,--,,,4___,',.,, m,, o ,,,.!-.\ \--\,,," 4117. .go.,:--._\-\__. .:_-_-_,-____. --__ _,--,_-_----_--- --- \--.-:- --------.- '-----, 1 4 l 1.-\-.'-"\-, 411$10'----,-- ,--'I------. ------------------------,,------------------;__ , \\ .0 ETD 0. . '—I-- - �®�� O � - �� E TABLE � _ ,A\ � V\ I'TU,VE x 4a, Too CHORD E.Rti CHORD LENGTH oR_�tio� �� T F,- T,o,TE ,Fa ue N,„.\\ ,-.\ - �.. - —T- + ZONING LX111131'1' %: MARY STEYESRONREY EMERALD VISTA _ _ LIVING TRUST _ "� L� ` 168 RESIDENTIAL LOTS V\ '\ BOX fi OPEN 5'YACE LOTS J 1 FIRE STATION SITE ,� ,,,,DER u... c, r - - C 6802 C OC_D DUST TRAIL ECIL EHALE�2 BEING I 51.708 ACRES SITUATED IX THE \ _ WILLIAM SUTTON SURVEY,AEST. NO. 660 �-\ "il-, i A V tlL e a ` tlL PP ,u L 3 DOUGLAS PROPERTIES SUITE ,INC CITY OF WYLIE ETJ,COLLIN COUNTY,TEXAS _ 99111-, ii'\\\�� FA("IFFKM- -JNFPT k(JF/-N /F \ - (72)422-1E.�2J4 ENGINEERING/PROJECT t O/ N SERVICES TEXAS FIRE REG VICINITY\11Y m l e 1 T oI ..lx 0:\TE.RIL I8..il.Do ( ..i Wylie City Council M`� �a g.r AGENDA REPORT Meeting Date: August 8, 2017 Item Number: 3 (City Secretary's Use Only) Department: Engineering Prepared By: Engineering Account Code: N/A Date Prepared: July 24, 2017 Budgeted Amount: N/A Exhibits: Ordinance Subject Consider and act upon, Ordinance No.2017-23 amending Ordinance No. 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances, establishing a school zone for certain streets; establishing prima facie maximum speed limits during school hours in such zone; removing the school zone for certain street(s); providing for installation of signs and markings; regulating vehicular and pedestrian traffic; providing for a penalty for the violation of this ordinance, providing for repealing, savings and severability clauses; and providing for an effective date of this ordinance. Recommendation A motion to approve Ordinance No. 2017-23amending Ordinance 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances, establishing a school zone for certain streets; establishing prima facie maximum speed limits during school hours in such zone; removing the school zone for certain street(s); providing for installation of signs and markings; regulating vehicular and pedestrian traffic; providing for a penalty for the violation of this ordinance, providing for repealing, savings and severability clauses; and providing for an effective date of this ordinance. Discussion With increased number of students in attendance over the past several years, both Al Draper Intermediate School and Raymond Cooper Junior High School traffic has become of greater concern. Recognizing this issue, the City of Wylie and the Wylie Independent School District have worked together with our consultant Lee Engineering, LLC to produce a Traffic Operations Study for the immediate area surrounding the school sites. This study outlined many short, medium and long-term recommendations the City and the School District could implement to assist in traffic efficiency and overall safety. One such recommendation was decreasing the length of school zones as outlined in the paragraphs below and in the attached Ordinance. The following regulations pertain to this recommendation: (1) The Texas Manual of Uniform Traffic Control Devises (TMUTCD) Section 7B.15.15 states: The beginning point of a reduced school speed limit zone should be at least 200 feet in advance of the school grounds, a school crossing, or other school related activities; however, this 200-foot distance should be increased if the reduced school speed limit is 30 mph or higher. (Rev 01/2014) Page 1 of 2 Page 2 of 2 (2) The Texas Department of Transportation Procedures for Establishing Speed Zones Manual, Chapter 2, Section 4 states: Pedestrian crossing activity should be the primary basis for reduced school speed zones. However, irregular traffic and pedestrian movements must also be considered when children are being dropped off and picked up from school. The attached report from Lee Engineering, LLC (page 26) recommends locating the eastern school speed zone limit 200 feet east of the pedestrian crossing at the bus exit on New Hensley Lane. See page 24 of the report. Additionally, the study recommends the northern speed zone limit on Woodbridge Parkway approximately 200 feet north of the intersection with New Hensley Lane. Additional language was modified in Article IV of Section 110-133 simplifying the "Cooper Jr High School/Draper Intermediate" speed zone limits to 200 feet east of the easterly drive of Draper Intermediate School and 200 feet south of Old Hensley Road on Woodbridge Parkway. We will continue to monitor these areas to determine if any adjustments need to be made. ORDINANCE NO. 2017-23 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, AMENDING ORDINANCE NO. 2007-36 AND ARTICLE IV (SPEED) OF SECTION 110-133 (SCHOOL ZONES), OF THE WYLIE CODE OF ORDINANCES, ESTABLISHING A SCHOOL ZONE FOR CERTAIN STREETS; ESTABLISHING PRIMA FACIE MAXIMUM SPEED LIMITS DURING SCHOOL HOURS IN SUCH ZONE; PROVIDING FOR INSTALLATION OF SIGNS AND MARKINGS; REGULATING VEHICULAR AND PEDESTRIAN TRAFFIC; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, §545.356 of the Texas Transportation Code provides that whenever the governing body of the municipality shall determine upon the basis of an engineering and traffic investigation that any prima facie speed therein set forth is greater or less than is reasonable or prudent under the conditions found to exist at any intersection or other place or upon any part of a street or highway within the City of Wylie, Texas ("Wylie" or "City"), taking into consideration, among other things, whether the highway is a two-lane, undivided highway, as well as the usual traffic thereon, said governing body may determine and declare reasonable and prudent maximum prima facie speed limits thereon by the passage of an ordinance, which shall be effective when appropriate signs giving notice thereof are erected at such intersection or other place or part of the street or highway; and WHEREAS, §541.302 of the Texas Transportation Code defines a "school crossing zone" as a reduced speed zone designated on a street by a local authority to facilitate safe crossing of the street by children going to or leaving a public or private elementary or secondary school during the time the reduced speed limit applies; and WHEREAS, the City Council of the City of Wylie, Texas ("City Council") finds it necessary to amend Ordinance No. 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances, to coordinate with the change in school attendance times and to establish maximum speed limits within the areas and at the locations named and designated in the body of this Ordinance, all within the corporate limits of the City, and in the immediate vicinity of school areas, during periods of time, which shall be set by the City's Engineer, when the schools are in session and school children are going to and from schools and playgrounds; and WHEREAS, the City Council finds that it is necessary for the protection and safety of pedestrians crossing streets in school areas to establish maximum speed limits and to prohibit the overtaking and passing of motor vehicles within the school zone; and WHEREAS, the City Council has investigated and determined that it would be advantageous and beneficial to the citizens of the City to amend Ordinance No. 2007-36 and Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 1 of 6 634171.1 Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances as set forth below. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2: Amendment to Ordinance No. 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances. Ordinance No. 2007-36 and Article IV (Speed) of Section 110-133 (School Zones) of the Wylie Code of Ordinances, are hereby amended to read as follows: "Sec. 110-133. School Zones a) Vehicle speed and operation generally: It shall be unlawful for any person to operate or drive any vehicle at a speed greater than the speed designated or posted, or to overtake or pass any other vehicle in any school zone as may be marked or designated within the City during the hours indicated upon signs erected in such zone, or whenever children are present in such zones, or when such zones have an alternating flashing light in operation. b) Speed limits: The following prima facie maximum speed limits hereinafter indicated for motor vehicles are hereby determined and declared to be reasonable and safe. Such maximum speed limits are hereby fixed at the rate of speed indicated for motor vehicles traveling upon the main street or highway, or parts of the main street or highway, and no motor vehicle shall be operated along or upon such portions of the named streets or highways within the corporate limits of the City in excess of the speeds set forth as follows: (1) Twenty Miles per hour, during specified times on school days on the following streets: AKIN ELEMENTARY SCHOOL a. On Springwood Lane from the point of its intersection with Lanwood Drive to the point of its intersection with W.A. Allen Boulevard. b. On Lanwood Drive from the point of its intersection with Foxwood Lane south to the point of its intersection with Heatherwood Lane. c. On Heatherwood Lane from the point of its intersection with W.A. Allen Boulevard west to a point 250 feet west of its intersection with Castlewood Drive. Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 2 of 6 634171.1 d. On W.A. Allen Boulevard from a point 100 feet north of its intersection with Surrey Circle south to its intersection with Stone Road. e. On Foxwood Lane from its intersection with Castlewood Drive to its intersection with Lanwood Drive. f. On Stone Road from its intersection with Stonehedge Drive to a point 400 feet west if its intersection with W.A. Allen Boulevard. BIRMINGHAM ELEMENTARY SCHOOL a. On Brown Street from a point 150 feet west of its intersection with Rustic Trail to a point 360 feet west of its intersection with Westgate Way. b. On Westgate Way from a point 1260 feet north of its intersection with Brown Street to a point 1170 feet south of its intersection with Brown Street. BURNETT JR HIGH SCHOOL a. On Pirate Drive from its intersection with Hilltop Street to its intersection with Ballard Street. b. On Hilltop Street from its intersection with Pirate Drive to its intersection with Stone Road. c. On Stone Road from its intersection with 2nd Street to its intersection with Dogwood Drive. COOPER JR HIGH SCHOOL/DRAPER INTERMEDIATE a. On Hooper Road from north of its intersection with New Hensley Lane south to its intersection with New Hensley Lane. b. On the northbound and southbound lanes of Woodbridge Parkway 200 feet north of its intersection with New Hensley Lane to 200 feet south of its intersection with Old Hensley Lane. c. On New Hensley Lane from 200 feet west of its intersection with Woodbridge Parkway to a point 200 feet east of the easternmost driveway of Cooper Jr. High School. d. On Old Hensley Lane from its intersection with Woodbridge Parkway to a point 200 feet east of the easternmost driveway of Draper Intermediate School. DODD ELEMENTARY SCHOOL a. On Cheyenne Road from its intersection with Park Boulevard to a point 150 feet south of its intersection with Barbour Drive. b. On Tuscalosa Drive from its intersection with Cheyenne Road to a point 200 feet east of the intersection. Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 3 of 6 634171.1 c. On Park Boulevard from a point 400 feet east of its intersection with Country Club to a point 150 feet east of its intersection with Mobile Lane. GROVES ELEMENTARY SCHOOL a. On McCreary Road from a point 800 feet south of its intersection with Riverway Lane north to a point 800 feet north of its intersection with Riverway Lane. b. On Riverway Lane from its intersection with McCreary Road east to a point 150 feet west of the intersection with Meandering Drive. c. On Appalachian Drive from its intersection with Riverway Lane to a point 150 feet south of the intersection. d. On Springtide Drive from its intersection with Riverway Lane to a point 150 feet north of the intersection. HARRISON INTERMEDIATE SCHOOL a. On Ballard from its intersection with Stone Road south to a point 200 feet north of its intersection with Stoneybrook Drive. HARTMAN ELEMENTARY SCHOOL a. On Birmingham Street from its intersection with Williams Street to its intersection with W. Stone Road. b. On Kirby Street from a point 200 feet east of its intersection with Memorial Drive to its intersection with S. Ballard Avenue. MCMILLAN JR HIGH SCHOOL/DAVIS INTERMEDIATE a. On Park Boulevard from the intersection with Westgate Way, west to a point 150 west of its intersection with Mobile Lane. b. On Westgate Way from its intersection with Park Boulevard south 150 feet. WATKINS ELEMENTARY SCHOOL a. On Elm Road from its intersection with FM 544 west to a point 400 feet west of its intersection with Timber Falls Drive. b. On Timber Falls Drive from its intersection with Elm Road, south 200 feet. WYLIE EAST HIGH SCHOOL Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 4 of 6 634171.1 a. On Wylie East Drive from a point 1000 feet north of its intersection with Brown Street to a point 100 feet south of the Brown Street intersection. b. On Brown, from its intersection with Wylie East Drive to a point 100 feet west of the intersection. WYLIE HIGH SCHOOL a. On Woodbridge Parkway from a point 200 feet south of its intersection with FM 544 to a point 100 feet south of the third median opening south of FM 544. (2) Thirty Miles per hour, during specified times on school days on the following streets: SMITH ELEMENTARY a. On Country Club Drive from a point 200 feet north of its intersection with Lakeway Drive to a point 200 feet south of its intersection with Boxwood Lane. As a result of the frequent changes to elementary and secondary public and private school start and end times, the appropriate hours of enforcement for school zone maximum speed limits shall be set by the City's Engineer. The maximum speed limits in a school zone shall be set in accordance with the Texas Department of Transportation recommendations, unless set forth and posted otherwise as determined by the City's Engineer. The speed limits contained in this section shall not be effective until signs giving notice of such regulations are posted upon or at the entrances to those portions of the street or highway affected as may be most appropriate in accordance with the Uniform Manual on Traffic Control Devices, as amended, promulgated by the state department of transportation. The City Manager or his duly authorized representative is authorized and directed to cause to be erected such appropriate signs." SECTION 3: Penalty Provision. Any person, firm, corporation or entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined a sum not exceeding Five Hundred Dollars ($500.00), unless the violation relates to fire safety, zoning or public health and sanitation, including dumping and refuse, in which the fine shall not exceed the sum of TWO THOUSAND AND NO/100 DOLLARS ($2,000.00). Each continuing day's violation or separate act under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Wylie from filing suit to enjoin the violation. Wylie retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 4: Savings/Repealing Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 5 of 6 634171.1 prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 5: Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase hereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. SECTION 6: Effective Date. This Ordinance shall become effective from and after its adoption and publication as required by the Wylie City Charter and by law. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS on this 8th day of August, 2017. Eric Hogue, Mayor ATTESTED TO AND CORRECTLY RECORDED BY: Carole Ehrlich, City Secretary Date(s) of publication in The Wylie News August 16,2017 Ordinance No.2017-23- A School Zone For Certain Streets; Establishing Prima Facie Maximum Speed Limits During School Hours In Such Zone Page 6 of 6 634171.1 !Ippli ARIZONA TEXAS NEW MEXICO OKLAHOMA cticiriccRilla July 28, 2017 Mr. Tim Porter, P.E., CFM City Engineer City of Wylie 300 Country Club Road Wylie,TX 75098 RE: Dr.Al Draper Intermediate School and Raymond Cooper Junior High School Traffic Operations Study Dear Mr. Porter: Lee Engineering has completed the review of the on-site traffic operations and arrival/dismissal procedures at Dr. Al Draper Intermediate School and at Raymond Cooper Junior High School. Figure 1 provides a recent aerial photograph of the shared campus, located east of Woodbridge Parkway between "New" Hensley Lane on the north and "Old" Hensley Lane to the south.' The schools are surrounded by mostly vacant or agricultural, but soon to be developing land. For example, the proposed Woodbridge North residential neighborhood west of Woodbridge Parkway along an extended New Hensley Lane will bring 781 new residential units by 2019. As part of this study, traffic volumes were collected and off-site queues were observed during the school start and release times on Tuesday, May 17, 2017. On the day the counts were made, the campus had an enrollment of 1,800 students in the grades 5 to 8 with the teacher/classroom capacity to serve approximately 2,000 students. Both schools open for students at 8:15 AM and dismiss at 3:30 PM. TRAFFIC VOLUMES Traffic volumes entering and exiting at each driveway to the Draper and Cooper campuses and at the intersection of New Hensley Lane and Old Hensley Lane were collected from 7:00 to 9:00 AM and 2:30 to 4:30 PM on May 17, 2017. Traffic volumes at the exit of the parent pick-up/drop-off loop from Cooper Junior High School to Woodbridge Parkway and the intersection of Woodbridge Parkway at New Hensley Lane had been collected for the same hours on January 31, 2017 as part of the Woodbridge North traffic impact study. These traffic volumes were collected in 15-minute intervals over these 2 hour time periods. Based on these traffic volumes,the peak hours of school traffic generally occurred from 7:15 to 8:15 AM and from 3:30 to 4:30 PM. An exception was for the entrances to the school drop-off/pick-up loops, where entering traffic peaked prior to afternoon dismissal from 2:45 to 3:45 PM. The peak hour traffic volumes at each of the counted intersections are provided in Figure 2 and Figure 3. The raw traffic data is provided as an attachment to this letter. 1 Though "Old" and "New" Hensley Lanes are both signed as simply "Hensley Lane" in the field,the differentiation will be made herein for easier reference. 3030 LBJ Freeway,Suite 1660, Dallas,TX 75234 (972)248-3006 office (972)248-3855 fax I w ,d .lIlr:r;r;ir,:i'irknnr,i'i.. c..i.rn,7,. Page 1 of 50 Figure 1: Aerial Photograph of Schools 50 Traffic Volumes Page 2 of Figure 2: School AM Peak Hour Traffic Volumes (7:15 – 8:15 AM) 221 87 2 0 9 7 9 0 0 322 0 35 50 Traffic Volumes Page 3 of Figure 3: School PM Peak Hour Traffic Volumes (School Entrances) (2:45PM-3:45PM) Other Intersections 3:30PM-4:30PM (0) (0) 110 58 11 0 (3) 28 (13) 1 0 (139) 1 (14) 50 Traffic Volumes Page 4 of ARRIVAL/DISMISSAL OBSERVATIONS Raymond Cooper Junior High School - Arrival Operations Configuration Parents dropping off children for school enter the drop-off/pick-up loop via Woodbridge Parkway and exit onto New Hensley Lane, as shown in Figure 4. The loop operates in a one-way counter- clockwise direction so that loading and unloading can occur primarily from the vehicles’ passenger side. The loop isstriped for two side-by-side entering lanes. At the first intersection, drivers may bear left to access the parking area or bypass the parking area for the exit. Turning right provides access to the curbside unloading area. The area is approximately 36 feet wide, with two striped lanes on the right and a striped island on the left that is reinforced as a buffer area by the use of traffic cones. Figure 4: Cooper Junior High School Arrival/Dismissal Layout & Observations 50 Arrival/Dismissal Observations Page 5 of As shown in Figure 5, the buffer area was used for unloading of schoolchildren out the left side car doors. A staff member with a hand-held stop sign stood at the crosswalk directly in front of the school and stopped traffic at regular intervals to allow students to unload and cross from the left- lane buffer area to the school entrance. Figure 5: Two-Queue Unloading Zone with Staff Crossing Guard during Cooper Junior High Arrival A few students were observed to exit the cars in the left-hand lane from the right-side passenger doors and cross the traveled way upstream of the crosswalk rather than proceeding to the crosswalk as designed, as shown in Figure 6. This was mostly observed to occur when all traffic was stopped. Figure 6: Student Exiting Vehicle from Right Side in Left-Hand Lane during Cooper Junior High Arrival 50 Arrival/Dismissal Observations Page 6 of Students exiting cars in the right-hand lane did so directly to the curb from the right-side passenger doors. Most parents were observed staying in the two lanes immediately in front of the school, with only a few using the parking area to unload their children. Pedestrian & Bicycle Trips Approximately 10 students were seen arriving on foot or by bicycle from the north. School staff indicated that most of these students live in the Broadstone Woodbridge Apartments 0.25 mile north of the school along the east side of Woodbridge Parkway. The next nearest homes are approximately a mile north of the school and north of SH 78. The students arriving on foot or by bike crossed diagonally towards the school from the intersection of Woodbridge Parkway and New Hensley Lane, as shown in Figure 7. Heavy rain had fallen earlier the morning of the observations, and a light rain was still falling intermittently as students began to arrive. The pedestrian and bicycling students cut directly through the muddied grass area between the intersection and the drop-off/pick-up loop and through the parking lot to the crosswalk, where they crossed with other children exiting cars from the left-hand lane buffer area. A continuous sidewalk exists between the school front doors and the crosswalk across New Hensley Lane at Woodbridge Parkway, but it loops a considerable distance out of the way to the east and therefore was not used. Figure 7: Pedestrian Route to/from Cooper Junior High School Traffic & Queuing Arrivals were observed to be distributed over about 35 to 40 minutes prior to the start of school at 8:15 am, gradually increasing to a peak in the last 5 minutes before the school bell. 50 Arrival/Dismissal Observations Page 7 of Queues were observed to form in the dropoff/pickup loop, but did not spill out onto Woodbridge Parkway. The length of queue as it varied over the arrival and dismissal periods is shown in Figure 8. Most drivers used the right-hand curb lane earlier during the peak arrival period, but when this queue began to lengthen, many used the left-hand lane to discharge passengers as well. Figure 8: Summary of Cooper Junior High School AM & PM Peak Hour Queue Lengths 43 39 38 Queue Limit:32 22 1515 12 1111 9 88 7 55 1 0000 The horizontal “queue limit” line in Figure 7 represents the combined length of the two side-by side queues of approximately 16 vehicles each that can be stored on the drop-off/pick-up loop before the queue will spill out onto Woodbridge Parkway. For brief intervals around 8:10 am when most parents were using the right-hand curb lane, the back of queue nearly reached Woodbridge Parkway, as shown in Figure 9, but never did so as the next entering drivers would use the left-hand lane instead. Figure 9: Queues in Cooper Junior High Drop-Off/Pick-Up Loop Extending South during AM Arrival (Looking South Along Woodbridge Parkway) 50 Arrival/Dismissal Observations Page 8 of Southbound entering traffic turning left from Woodbridge Parkway to the school entrance occasionally experienced delays finding suitable gaps in northbound through traffic, forming queues of up to 5 vehicles around 8:05 am. Westbound traffic on New Hensley Lane queued back significantly from the all-way stop as parents and buses exited the campus. A photograph of the queuing is shown in Figure 10. Figure 10: Queues Exiting Cooper Junior High along Westbound New Hensley Lane during AM Arrival Raymond Cooper Junior High School - Dismissal Operations Configuration The curbside loading of students at dismissal for Cooper Junior High School operates similarly to the morning arrival operation. There is no organized system to load children into waiting vehicles. Students were individually responsible to identify the location of their parent’s vehicle and walk to it, either curbside, across the crosswalk to the left-hand loading zone for the left lane, or via the crosswalk to the parking area. Pedestrian & Bicycle Trips Approximately 20 students departed the school towards the north. They typically crossed at the crosswalk and continued across the parking lot towards the intersection of Woodbridge Parkway and New Hensley Lane along the same path as used for morning arrival. Traffic & Queuing Arrivals were observed to be fairly steady during the half hour prior to school dismissal. (Note the queue lengths in Figure 5 do not include parents waiting in the parking lot.) As shown in Figure 8 above, queues intermittently spilled out onto Woodbridge Parkway between approximately 3:25 pm and 3:40 pm, with a maximum queue of 43 vehicles, measured from the 50 Arrival/Dismissal Observations Page 9 of crosswalk in both lanes, and including queued vehicles on Woodbridge Parkway in both the northbound and southbound directions. Photographs of the queuing are shown in Figure 11. A maximum of 6 vehicles were observed to be queued in the northbound direction on the curb lane of Woodbridge Parkway, while a maximum of 5 vehicles were seen queuing in the southbound left turn lane at the Cooper Junior High entrance. This turn lane is about 100-feet long with a 100-foot transition taper, so the fifth vehicle was located in the taper, extending laterally into a small portion of the left-hand southbound through lane. One southbound driver waiting in the left turn lane on Woodbridge Parkway was observed to exit the lane, make a U-turn at the median break, and then turn right into the school entrance to bypass the queue. Risky Behaviors One student crossed the northbound lanes of Woodbridge Parkway to board a vehicle waiting in the southbound lane adjacent to the median. On eastbound New Hensley Lane, north of Cooper Junior High, an alternative pickup queue formed at the fire hydrant and extended west as more cars arrived between 3:00 PM and 3:40 PM. o The maximum length of this queue was 4 vehicles. o There were a total of 9 users of this alternative pickup location. o There are currently no signs which prohibit parking in this area. o The eastbound lane is 20 feet wide. Empty busses arriving to pick up students prior to dismissal were observed crossing over the center line into the oncoming lane in order to pass the queued vehicles. Parking Occupancy The 32-space parking lot in front of the school was estimated to be approximately 50% occupied by staff or other school visitors, based on a mid-morning parking occupancy count taken while school was in session. Of the remaining spaces available for parent waiting prior to dismissal, about half were occupied during the busiest period, for a roughly 75% overall parking occupancy rate. Bus Operations & Adjacent Intersection Capacity The northbound exit from Cooper Junior High was sometimes blocked by the westbound queue at the intersection of New Hensley Lane and Woodbridge Parkway, as shown in Figure 12. Buses from both Cooper Junior High School and Draper Intermediate School contribute significantly to the length of this queue when they leave the campus beginning about 3:40 pm. At its maximum length, the queue extended from the stop sign at Woodbridge Parkway back to the intersection with the bus loop. While buses were observed to enter the bus loop from both Old Hensley Lane and New Hensley Lane, all buses were observed to exit the campus via the north end of the bus loop and New Hensley Lane via its intersection with Woodbridge Parkway. 50 Arrival/Dismissal Observations Page 10 of Figure 11: Queues in Cooper Junior High Drop-Off/Pick-Up Loop Spilling onto Woodbridge Parkway during PM Dismissal (Looking North along Woodbridge Parkway and School Loop) 50 Arrival/Dismissal Observations Page 11 of Figure 12: Queues during PM Dismissal Bus Exit along Westbound New Hensley Lane Al Draper Intermediate School – Arrival Operations Configuration The Draper Intermediate School drop-off/pick-up loop, shown in Figure 13, operates similarly in some respects to the loop described previously at Cooper Junior High School to the north. It is a one- way counterclockwise loop to allow curbside loading and unloading from the passenger side of the vehicle. Traffic enters from Old Hensley Lane and exits onto Woodbridge Parkway. A key difference from the Cooper Junior High loop is that the curbside loading area adjacent to Draper Intermediate is narrower along most of its length at only 24 feet instead of 36 feet. Due to the reduced width, the loop is operated as a single-queue system, with unloading occurring almost exclusively at the curb adjacent to the school front doors. Two staff members, as shown in Figure 14, monitor the crosswalk that traverses the drop-off/pick- up loop between the parking lot and the school front doors. Orange traffic cones are placed along either side of the crosswalk for emphasis. One staff member standing on the side nearer the school holds a stop sign to stop traffic for crossing pedestrians. The other staff member near the parking lot controls the short left-hand bypass lane, allowing its use only for daycare shuttle buses by placing and removing a blue traffic cone. The daycare students are the only students unloaded from the short left-hand bypass lane. School staff places traffic cones to restrict through traffic across the Draper Intermediate parking area, essentially bifurcating it into two as shown in Figure 15. This effectively extends the crosswalk from the school across the parking area to the island between the parking area and the exit bypass. To access the downstream end of the parking area, entering traffic must use the exit bypass. 50 Arrival/Dismissal Observations Page 12 of Figure 13: Draper Intermediate School Arrival/Dismissal Layout & Observations 50 Arrival/Dismissal Observations Page 13 of Figure 14: Crosswalk Control at Draper Intermediate School Drop-Off/Pick-Up Loop Staff member with blue cone controls bypass lane for daycare shuttle bus Staff member with stop sign controls traffic and directs pedestrians when to cross. Figure 15: Crosswalk Extended with Traffic Cones to Bifurcate Draper Intermediate School Parking Area 50 Arrival/Dismissal Observations Page 14 of Traffic entering from Old Hensley Lane has two entering lanes, one to access the curbside loading/unloading area, and the other that must proceed to the parking area or exit bypass. As shown in Figure 16, signs at the first decision point indicate that those bearing right for curbside unloading or loading must make a right turn only when exiting to Woodbridge Parkway. Those continuing left to the parking lot or exit bypass are directed to make a left turn only at Woodbridge Parkway. Three traffic cones are placed near the lane line between the left and right turn lanes at the loop’s exit to Woodbridge Parkway as an apparent reminder of these restrictions, which seem designed to reduce weaving conflicts among exiting traffic. Figure 16: Turn Restriction Signing and Channelization for Draper Intermediate Arrival/Dismissal Loop 50 Arrival/Dismissal Observations Page 15 of Pedestrian & Bicycle Trips No pedestrian or bicycle trips were observed arriving at Draper Intermediate School. This may have been due to rainy weather on the morning of the observation, but it was also noted that there is no sidewalk along Woodbridge Parkway in either direction connecting to the school. The nearest homes and apartments are about 0.75 mile south along Woodbridge Parkway in Sachse, though a few homes are under construction approximately 0.5 mile to the south. Traffic & Queuing As shown in Figure 17, queues for Draper Intermediate largely filled the available space for much of th the 45-minute arrival period from 7:30-8:15 am. Only once, at about 8:05 am, was the final 16 vehicle in the queue observed to spill back briefly onto Old Hensley Lane. Traffic generally maintained a single-file line during morning arrival. Few vehicles were observed to use the bypass exit or parking area. Figure 17: Summary of Draper Intermediate School AM & PM Peak Hour Queue Lengths 65 59 46 39 39 29 PM Queue Limit: 22 AM Queue Limit: 15 21 16 11 14 4 1212 111111 1 10 4 8 Risky Behaviors Two vehicles entered the Draper Intermediate drop-off/pick-up loop directly from Woodbridge Parkway via wrong-way maneuvers through the exit driveway. A “Do Not Enter” sign was present on the north side of the driveway, angled slightly to face southbound traffic. Several vehicles exiting the loop from either the curbside unloading area or the parking area were observed to violate the restrictions shown in Figure 16, weaving over the short distance between the internal intersection for the exits of those areas and the intersection with Woodbridge Parkway. 50 Arrival/Dismissal Observations Page 16 of Al Draper Intermediate School – Dismissal Operations Configuration The Draper Intermediate drop-off/pick-up loop is operated in a somewhat different fashion for afternoon dismissal than for the morning arrival period. In addition to the two staff members at the crosswalk that are used in the morning, a third staff member, shown in Figure 18, directs traffic near the exit to Woodbridge Parkway. This staff member uses a hand-held stop sign to alternate right-of- way between traffic exiting from the loading area and traffic exiting from the parking area or exit bypass. Because the presence of the traffic control staffer resolves the weaving conflict near the exit, several drivers were observed to perform the weaving maneuver contrary to the signing on entry shown in Figure 16. The staff member providing traffic control near the exit does not stop traffic on Woodbridge Parkway, and drivers wait to find their own gaps before turning out of the school loop. Figure 18: Traffic Control Staffer near Exit of Draper Intermediate School Loop for Afternoon Dismissal Pedestrian & Bicycle Trips Two pedestrians were seen walking through the grass toward the north during afternoon dismissal. Parking Occupancy The 37 parking spaces in the bifurcated parking area were almost completely full during the busiest five to ten minutes just before and after 3:30 pm dismissal. A parking occupancy study conducted earlier in the day while school was in session estimated that about two-thirds of the spaces were occupied by school staff or visitors. Almost all of the remaining spaces were used by parents waiting to pick up a child. 50 Arrival/Dismissal Observations Page 17 of Traffic & Queuing Up to seven vehicles at a time were observed to queue along the right side of the exit bypass as an overflow to the parking area, as shown in Figure 19. The photograph in this figure was taken at about 3:20 pm, 10 minutes prior to school dismissal. The children playing in the grass island adjacent to the bypass exit appeared to be of elementary school age, and were likely waiting with a parent to pick up siblings. The Draper Intermediate School principal indicated that many parents arrive directly after picking up children when elementary schools dismiss at 2:45 pm rather than returning home in between. After dismissal, students whose ride was parked along the exit bypass crossed at the crosswalk under crossing guard control and then walked through the bifurcated parking area and grass island to load into their vehicle. Figure 19: Queued Traffic in Draper Intermediate Exit Bypass Figure 20 (top photograph) shows that by about the same time, 10 minutes prior to dismissal, drivers formed two side-by-side standing queues on the 24-foot wide Draper Intermediate entrance roadway from Old Hensley Lane to the first internal intersection. One of these lanes ultimately fed the curbside loading zone once drivers began to move after dismissal, and the other fed the waiting zone along the exit bypass. However, at the time of this photo and for the 10 minutes that followed, all vehicles shown were at a complete standstill. The top and bottom photographs in Figure 20 also show that entering traffic from Old Hensley Lane treated the lane configurations as if double left turns were allowed both from the designated left turn lane and from the through lane. This blocked access to the homes east of Draper Intermediate along Old Hensley Lane without crossing the double yellow centerline marking. However, no vehicles were observed trying to access those homes. 50 Arrival/Dismissal Observations Page 18 of Figure 20: Looking East along Old Hensley Lane & Draper Intermediate Pick-Up Loop prior to Dismissal Figure 17 above documents that the queuing shown in Figure 20 during afternoon dismissal was indeed extensive. Note that the “queue limit” line of 15 vehicles applicable in the AM arrival period the figure was increased by 7 vehicles to 22 vehicles to account for the two-queue system in effect during afternoon dismissal. Therefore, spillback onto Old Hensley Lane is shown to have occurred beginning intermittently around 3:05 pm and then continually from about 3:15 until 3:40 pm. 50 Arrival/Dismissal Observations Page 19 of Queues backed up along Old Hensley Lane and spilled out onto Woodbridge Parkway from about 3:25 to 3:35 pm. It was noted that southbound left turners from Woodbridge Parkway to Old Hensley Lane lack a dedicated left turn lane from which to make their maneuver without potential exposure to rear-end conflicts. (Paradoxically, a southbound left turn only lane is provided for the Draper Intermediate exit, despite it being signed for the “Do Not Enter” condition. Risky Behaviors Two drivers entered the wrong way into the Draper Intermediate drop-off/pick-up loop directly from Woodbridge Parkway, ignoring the posted “Do Not Enter” sign. One of these drivers was observed to perform a three-point turn to position their vehicle at the front of the dismissal queue for quicker exiting. WEATHER EFFECTS During poor weather, most schools experience an increase in auto traffic demand for loading and unloading zones since many students and/or parents prefer door-to-door delivery rather than walking, biking, or waiting for the school bus. City and school staff confirmed that congestion increases at both Cooper Junior High School and Draper Intermediate School during poor weather. The congestion is often compounded by a drainage problem on southbound Woodbridge Parkway that temporarily reduces capacity to one useable lane due to runoff from an adjacent agricultural field. While rain occurred the morning of May 17, 2017 when field operations were conducted, the drainage problem on Woodbridge Parkway was not observed. Canopies adjacent to the curbside loading and unloading zones provide both shade for students during sunny weather and shelter during rain. Canopies that extend longer along the curbside allow a greater length of utilization of curbside space during adverse weather, increasing the efficiency of loading and unloading operations to at least partially offset increased demand for parent drop-off and pick-up. A canopy of about 90 feet long is present adjacent to the parent drop-off/pick-up zone for Cooper Junior High School. At the parent drop-off/pick-up zone for Draper Intermediate School, there is a canopy of about 100 feet long. At the rear of each school, canopies of about 50 feet long are provided adjacent to the bus loop/staff parking area. However, the canopy for Cooper Junior High is oriented perpendicular to the curb instead of parallel to it, reducing the length available for dry loading or unloading during wet weather. BUS/STAFF PARKING LOT & FIRE ACCESS CONCERNS Approximately 30 school buses were seen loading and unloading students before and after school in the bus/staff parking loop east of the schools. During morning arrival, the buses stayed in a single file line adjacent to the curb and stayed only long enough to discharge their passengers, keeping the queue of buses to a manageable length. During the afternoon, however, many buses arrived 20 to 30 minutes prior to 3:30 dismissal, and stayed until all students were loaded at about 3:40 pm. The buses formed two side-by-side queues on either side of the 36-foot wide drive aisle adjacent to the school curb, as shown in Figure 21. Most of the buses appeared to be standard-size 40-foot buses. Two shorter special education buses parked on the basketball court (located between the two schools) used lifts for loading and unloading students in wheelchairs. The Wylie Fire-Rescue Department received a fire alarm call at Draper Intermediate School on May 12, 2017 and was unable to efficiently access the Fire Department Connection (FDC) and riser room located on the back side of the building. Figure 22, a photograph taken from the responding fire truck and provided by the fire department, shows how access to the riser room was blocked by the double-stacked buses. 50 Bus/Staff Parking Lot & Fire Access Concerns Page 20 of Figure 21: Approximate Bus Staging Pattern for Afternoon Dismissal FDC Location 50 Bus/Staff Parking Lot & Fire Access Concerns Page 21 of Figure 22: View from Fire Truck Attempting to Access Fire Department Connection on May 12, 2017 The double-stacked standing queues on the Draper Intermediate entrance prior to school dismissal prevent necessary fire access to the school buildings, as noted both by the fire department on May 12 and by Lee Engineering on May 17. School staff said that each bus serves a designated geographic route with a mixed occupancy including students from each school. The staff parking lot adjacent to the bus stacking loop at the rear of the schools was inventoried to have 188 parking spaces. Of these, 138 spaces were occupied at a mid-morning check on May 17 after classes were in session. The 50 empty spaces would be adequate to accommodate the 41 occupied spaces noted earlier in front of the two schools. The Draper Intermediate Principal indicated that a higher than normal number of substitute teachers were at the school on May 17 and parking in front of the school instead of in the staff lot as regular staff members do. SIGNING & MARKING COMPLIANCE Lee Engineering conducted an inventory of the existing school zone signing for compliance with the standards and guidance contained in the Texas Manual of Uniform Traffic Control Devices. The location of school zone signs, along with associated dimensions, are shown in Figure 23. The changes proposed in order to comply with the Texas MUTCD are shown in Figure 24. The black-numbered circles in Figure 24 correspond to the numbered list of detailed descriptions of the proposed changes in the paragraphs that follow. 50 Signing & Marking Compliance Page 22 of Figure 23: Existing School Zone Sign Locations 50 Signing & Marking Compliance Page 23 of Figure 24: Proposed Changes to Signing 50 Signing & Marking Compliance Page 24 of A review of the existing signing and comparison with the Texas MUTCD revealed: (1) The Texas MUTCD states in Section 7B.15.02: “If a reduced school speed limit zone has been established, a School (S1-1) sign shall be installed in advance (see Table 2C-4 for advance placement guidelines) of the first School Speed Limit sign assembly … that is encountered in each direction as traffic approaches the reduced school speed limit zone.” Additionally, Texas MUTCD states in Section 7B.16.01: A Reduced School Speed Limit Ahead (S4-5, S4-5a) sign (see Figure 7B-1) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates that advance notice would be appropriate. The required S1-1 signs are not present on the approaches to Cooper Junior High and Draper Intermediate Schools, and therefore need to be posted. The recommended S4-5 (or S4-5a) should also be considered. Because of the short distance existing along New Hensley Lane west of Woodbridge Parkway before the road turns north as Hooper Lane, signs located along Hooper Lane should be relocated to New Hensley Lane once it is extended in the near future. The 20 mph school zones on Woodbridge Parkway and New Hensley Lane represent a 15- to 20-mph reduction in speed compared to the normal speed limit of 35 mph on these roadways. The speed limit on northbound Woodbridge Parkway is posted as 35 mph in Sachse south of the school campuses. At the end of the school zone in the northbound direction, the speed limit reverts to 40 mph, without the short 35 mph zone posted in the southbound direction of the same roadway. According to Table 2C-4, the advance placement distance required for deceleration from 40 mph to 20 mph is the minimum distance of 100 ft. This minimum distance is intended to provide adequate spacing between signs. Therefore, these warning signs should be installed at least 100 feet in advance of the School Speed Limit sign assemblies. The Texas MUTCD states in Section 7B.15.03: (2) “The downstream end of an authorized and posted reduced school speed limit zone shall be identified with an END SCHOOL SPEED LIMIT (S5-3) sign or a standard speed limit showing the speed limit for the section of highway that is downstream from the authorized and posted reduced school speed limit zone with an END SCHOOL ZONE (S5-2aTP) plaque…” There is no “End School Zone” plaque posted on westbound New Hensley Lane west of Woodbridge Parkway (or on northbound Hooper Road beyond the 90-degree bend to the right); this sign should be added. Southbound after exiting the Woodbridge Parkway school zone, the 35 mph speed limit is not posted; only an “End School Zone” sign is provided. This should either be changed to an “End School Speed Limit” sign, or a standard speed limit sign should be installed with an “End School Zone” plaque. 50 Signing & Marking Compliance Page 25 of (3) The Texas MUTCD gives guidance in Section 7B.15.05: “The beginning point of a reduced school speed limit zone should be at least 200 feet in advance of the school grounds, a school crossing, or other school related activities; however, this 200-foot distance should be increased if the reduced school speed limit is 30 mph or higher.” The TxDOT Manual: Procedures for Establishing Speed Zones, Section 4, Introduction states: Pedestrian crossing activity should be the primary basis for reduced school speed zones. However, irregular traffic and pedestrian movements must also be considered when children are being dropped off and picked up from school. (Speed Zones, 2-13) Based on the dimensions shown in Figure 23 above, it appears the beginning of the reduced school speed limit zone was located approximately 175 feet in advance of the intersection of two sidewalks. One sidewalk runs parallel along the north edge of New Hensley Lane; the other provides access to the Founders’ Park athletic fields. While these fields may occasionally attract pedestrian traffic to and from the schools (such as for baseball practice after school), no such pedestrian trips were observed during the hours when the reduced school speed limit is applicable. Because this location does not represent a pedestrian crossing, it does not merit extension of the school zone. The extra length of the school zone creates unnecessary delay for drivers, which may breed disrespect for school zones in general, which would have adverse effects in locations where they are indeed appropriate. On New Hensley Lane, the reduced school speed zone should be located 200 feet or more in advance of the pedestrian crossing at the bus loop (which must be used where the sidewalk switches from the south to the north side when traveling east along New Hensley Lane). The 12-inch white marking across the roadway that demarcates the limit of the school reduced speed zone should be removed and a new marking added adjacent to the new sign location. On Woodbridge Parkway, the northbound length of the school zone north of New Hensley Lane is also longer than necessary. While students walk along this stretch of sidewalk on the east side of Woodbridge Parkway between the schools and the apartments to the north, they do not cross Woodbridge Parkway. Because school grounds, crossings, and other school related activities do not extend north of the intersection of Woodbridge Parkway and New Hensley Lane, the School Speed Limit assembly north of the intersection should be removed and replaced with an End School Speed Limit sign. A 12-inch white pavement marking across the northbound lanes should be placed at this location to denote the new end of the school zone. The End School Speed Limit sign farther north and the associated 12-inch marking across the northbound roadway should be removed. All signs should be mounted at 7 ft above the ground as per Section 2A.18 of the Texas MUTCD. (4) On Old Hensley Lane westbound approaching Draper Intermediate School, the School Speed Limit sign assembly is mounted too low to the ground, as shown in Figure 25, and should therefore be modified to achieve the required sign mounting height. Also, the double arrow sign (M6-4) which is mounted below the posted school zone times is unnecessary. The double arrow sign is meant for cross streets where a school zone reduced speed limit is not in effect until after a turn at an intersection. Since the speed limit should be in effect along Old Hensley Lane, this panel should be removed. This panel is marked with symbols in Figure 25. 50 Signing & Marking Compliance Page 26 of Figure 25: School Zone Sign Recommended Change on Westbound Old Hensley Lane (5) The signs facing the exits for both the Cooper Junior High School drop-off/pick-up loop and bus loop (see Figure 26) should each have a double-headed arrow plaque mounted between the panel for the hours and the “Cell Phone Use Prohibited” plaque. Also note the signs (both school zone speed limit signs and stop signs) in these photographs are mounted too low to the ground. Consider replacing the somewhat faded stop signs when mounting on taller, compliant posts. A double-headed arrow plaque is shown in Figure 25. (6) The Texas MUTCD states in Section 7B.07: “School warning signs, including the “SCHOOL” portion of the School Speed Limit (S5-1) sign and including any supplemental plaques used in association with these warning signs, shall have a fluorescent yellow-green background with a black legend and border unless otherwise provided in this Manual for a specific sign.” The “SCHOOL” panel at the top of the sign in Figure 25, as well as the top panels of the signs shown in Figure 27 have a standard yellow background instead of a fluorescent yellow-green background for the “SCHOOL” panel and therefore need to be replaced. 50 Signing & Marking Compliance Page 27 of Figure 26: Cooper Junior High School Drop-off/Pick-up Loop & Bus Loop Exits at New Hensley 50 Signing & Marking Compliance Page 28 of Figure 27: Standard Yellow Signs on Southbound Woodbridge Pkwy (7) Two “Slow Children at Play” signs posted along New Hensley Lane together with pedestrian warning signs are non-standard signs not found in the MUTCD or the Standard Highway Sign Designs for Texas. They should be removed. An example of this sign is shown in Figure 28. Justification for removal of such signs includes: o Section 2C.02: “The use of warning signs should be kept to a minimum as the unnecessary use of warning signs tends to breed disrespect for all signs.” o Section 2C.03.01: “Except as … specifically designated otherwise, all warning signs shall be diamond-shaped (square with one diagonal vertical) with a black legend and border on a yellow background.” The “Slow Children at Play” sign does not meet this criterion due to its black legend and yellow background coupled with rectangular shape. The running child symbol on the sign does not appear in the MUTCD. o Section 2A.06.09: “All symbols shall be unmistakably similar to, or mirror images of, the adopted symbol signs, all of which are shown in the “Standard Highway Sign Designs for Texas” book (see Section 1A.11). Symbols and colors shall not be modified unless otherwise provided in this Manual. All symbols and colors for signs not shown in the “Standard Highway Sign Designs for Texas” book shall follow the procedures for experimentation and change described in Section 1A.10.” 50 Signing & Marking Compliance Page 29 of Figure 28: Non-Standard “Slow Children at Play” Sign on New Hensley Lane (8) The Texas MUTCD gives guidance in Section 7B.01.05 that oversized signs (48” x 48” S1-1 “School” signs, 36” x 48” S5-2 “End School Zone” and R2-1 Speed Limit signs, etc.), “…should be used on roadways that have four or more lanes with posted speed limits of 40 mph or higher.” The speed limit on southbound Woodbridge Parkway is 40 mph and transitions to 35 mph only about 100 feet in advance of the beginning of the 20 mph school speed zone. The replacement of existing signs along Woodbridge Parkway with larger signs from the “Oversized” column in Table 7B-1 of the MUTCD should therefore be implemented upstream of the transition from 40 mph to 35 mph, and considered as well for signs just downstream of the transition. (9) The Woodbridge North traffic impact analysis recommended that the intersection of Woodbridge Parkway and New Hensley Lane be upgraded to traffic signal control at some point in the future. When homes begin to develop in the Woodbridge North neighborhood, one or more marked crosswalks should be installed across Woodbridge Parkway, in addition to a marked crosswalk across the west leg of New Hensley Lane. Since prohibited by the MUTCD (see Sect. 7B.12.03), these crosswalks should not be signed as school crosswalks while the conflicting approaches remain under stop-sign control. However, if and when traffic signal control is constructed, school crosswalk signs (S1-1 with downward diagonal arrow panels mounted below) should be posted on either side of each crosswalk for emphasis to drivers making turns on a green light that there may be conflicting student pedestrians using the crosswalks. If separate left turn phases are provided, protected (rather than protected/permitted) left turn phasing is recommended to minimize the number of turning conflicts between drivers and pedestrians. 50 Signing & Marking Compliance Page 30 of Consideration should be given to replacing School Speed Limit sign assemblies along Woodbridge (10) Parkway and New Hensley Lane with “School Speed Limit 20 When Flashing” signs. Signs should be consistent in appearance and operation with those posted near Wylie High School to the north (see Figure 29), having flashing LED lights around the perimeter of the sign for added conspicuity. While current pedestrian crossing volumes near Cooper Junior High School and Draper Intermediate School are not as high as would normally be considered to warrant this type of treatment, pedestrian volumes are projected to increase in the future, and extra driver awareness of reduced speeds is important due to the queue spillback that occurs onto Woodbridge Parkway. These signs will also allow for the school calendar to be programmed so that flashing operations and reduced school speed limits occur at the appropriate time after dismissal for half days of school and for non-flashing operations and regular speed limits to be in effect on school holidays. Figure 29: “School Speed Limit 20 When Flashing” sign on northbound Woodbridge Pkwy near Wylie H.S. 50 Signing & Marking Compliance Page 31 of Internal to the Cooper Junior High School drop-off/pick-up loop area, several conflicting and (11) potentially confusing pavement marking arrows are present. These are shown in Figure 30 and should be removed. Figure 30: Cooper Junior High School Pavement Marking Arrows to be Removed 50 Signing & Marking Compliance Page 32 of In addition to MUTCD compliance, a brief, partial review was made for compliance with the United 2 States Access Board’s Proposed Rights-of-Way Guidelines. Figure 31 shows that pedestrian ramps for the crosswalk across the east leg of New Hensley Lane at Woodbridge Parkway do not meet the requirement of having a 4’ x 4’ level landing area at the top of the ramp. A full review may identify other areas of deficiency for area sidewalks, pedestrian ramps, and street crossings, which should be rectified if possible when the intersection is converted to signal control or when homes generating additional pedestrian traffic to and from the east are constructed. R304.2.1 Turning Space. A turning space 1.2 m (4.0 ft) minimum by 1.2 m (4.0 ft) minimum shall be provided at the top of the curb ramp and shall be permitted to overlap other turning spaces and clear spaces. Where the turning space is constrained at the back-of- sidewalk, the turning space shall be 1.2 m (4.0 ft) minimum by 1.5 m (5.0 ft) minimum. The 1.5 m(5.0 ft) dimension shall be provided in the direction of the ramp run. Figure 31: Non-Compliant Pedestrian Ramps crossing east leg of New Hensley Ln at Woodbridge Pkwy 2 https://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/proposed-rights-of- way-guidelines/chapter-r3-technical-requirements 50 Signing & Marking Compliance Page 33 of ARRIVAL/DISMISSAL SAFETY & OPERATIONAL ANALYSIS The report Traffic Operations and Safety at Schools: Recommended Guidelines by the Texas Transportation 3 Institute (TTI)is a standard reference for evaluating school traffic operations in the state of Texas. The authors synthesized research from several other states and jurisdictions, studied specific school sites in Texas, and applied lessons learned to develop local best practice guidelines. Lee Engineering compared the guidance provided in this report with the conditions observed at Cooper Junior High School and Draper Intermediate School, developed alternative improvements to remedy noted problems, and applied engineering judgment as to the relative expected effectiveness of each alternative. Key relevant guidelines from the TTI report (in italics below and followed by Lee commentary) include: Mode Separation: “The physical routes provided for the basic modes (buses, cars, pedestrians, and bicycles) of the traffic pattern should be separated as much as possible from each other.” (p. 2-10) The bus and car modes are well separated in the existing configuration. However, the desire lines for pedestrian and bicycle traffic near Cooper Junior High School traverse the parent drop- off/pick-up loop without any positive guidance to route to more beneficial crossing location. All-Weather Cover: “All primary building entrances for students shall be weather protected by overhead cover or soffit.” (p. 2-14) Overhead cover is provided for bus and parent loading and unloading on each side of the two schools. However, consideration could be given to lengthening the covered areas for longer loading areas, particularly at the rear of Cooper Junior High School, where the cover provided is only about 10 feet long measured parallel to the curb line. Bus Staging: “Single-file right wheel to the curb is the preferred staging method for buses.” (p. 2-18) This avoids students needing to pass between buses to get to their bus. It would be desirable to provide this situation for Cooper Junior High and Draper Intermediate Schools both to reduce pedestrian vehicle conflicts and to provide better fire department access to the building. On-Site Stacking Length: On-site parent vehicle stacking length of 800 to 1,600 feet is recommended for middle schools with 600 or more students. (p. 2-24) Existing queue storage provided for Cooper Junior High was measured to be about 800 feet in two parallel 400-foot queues between the school front door crosswalk and Woodbridge Parkway. The available queue storage for Draper Intermediate in the existing configuration was measured at only 520 feet, well below the recommended guidance for much smaller schools. This distance included the single lane between Old Hensley Lane and the school-door crosswalk, as well as the second lane between Old Hensley Lane and the first internal intersection that was observed to be used for queuing. Excluding this second component, which blocks fire department access, only about 370 feet is available for queuing. Since the ultimate student capacities for Cooper Junior High and Draper Intermediate are 1,000 students each, well more than the minimum 800 foot distance should be provided. 3 Traffic Operations and Safety at Schools: Recommended Guidelines, FHWA Report No. 4286-2, Texas Transportation Institute, January 2004. URL: https://static.tti.tamu.edu/tti.tamu.edu/documents/4286-2.pdf 50 Arrival/Dismissal Safety & Operational Analysis Page 34 of Based on the queue lengths observed on May 17, 2017 and the estimated parent parking occupancy of the parking lots and bypass exit lanes, Lee calculated the total length of required vehicle storage to meet existing demand for each school and the bus loop to be as follows: Cooper Junior High Parent Loop: 1,250 ft Draper Intermediate Parent Loop: 2,080 ft Combined Bus Loop: 1,420 ft Total Storage Length: 4,750 ft The estimates assume 25 feet of storage length required for passenger cars, 45 feet for regular school buses, and 35 feet for special education buses. Staff from the Wylie ISD Transportation Department indicated that bus service would increase to 31 regular buses and 4 special education buses for the 2017/2018 school year, which would result in over 1,300 students receiving bus transportation and an estimated corresponding 50-75 vehicle reduction in parent queuing demand. With these adjustments assumed to be split evenly between the two schools (as a reduction of 30 vehicles queued at each school), queue storage demand would be as follows: Cooper Junior High Parent Loop: 500 ft Draper Intermediate Parent Loop: 1,330 ft Combined Bus Loop: 1,540 ft Total Storage Length:3,370ft These estimated demand storage lengths will be referenced later when discussing alternative queuing arrangements considered. Students should be loaded and unloaded on the right side directly to the curb/sidewalk. This minimizes pedestrian/vehicle conflicts. Both parent loops and the bus loop currently operate in a counter-clockwise direction so that most students are unloaded and loaded on the right side as recommended. However, at Cooper Junior High, some students are loaded and unloaded from vehicles in the second lane left of the curb and must cross in front of other vehicles between their own vehicle and the sidewalk. At both schools, additional students load and unload from parking areas and/or the bypass exit lane on the opposite side of the main loading zone from the school. Each of these movements creates pedestrian conflicts. These conflicts are well managed in most cases by appropriately having a staff member control traffic at the crosswalks, but there is some risk associated with student non-compliance that would ideally be mitigated by eliminating parent waiting in the parking lots and bypass exit lanes and requiring all parents to form a single queue. The negative effect of doing this would be to lengthen the queue by the number of vehicles parked in the parking spaces or exit bypass lane. Additional queue length would ideally be recaptured by rearranging the queue in the available space or creating additional space for queue storage. 50 Arrival/Dismissal Safety & Operational Analysis Page 35 of “Student loading supervisors should be well trained and wear reflective safety vests.” Supervisors were not observed to be wearing reflective safety vests. It is recommended they begin to do so. Existing operations at the schools during the AM arrival period were judged to be mostly adequate from a capacity and queuing standpoint. However, eliminating the occurrence of minor queue spillback onto Woodbridge Parkway from the Cooper Junior High entrance would be desirable. Operations during the PM dismissal period were found to be undesirable due to the extensive queue spillback onto public streets, especially at Draper Intermediate School. Most of this spillback occurred prior to dismissal time, as queues were observed to clear within 5 to 10 minutes after dismissal. Therefore, while improvement of operations for efficient loading and processing of students after dismissal is important, the primary factor in improving operations will be the provision of additional queuing space for parents arriving prior to dismissal. Also, as the schools grow in enrollment, demand for queuing space may increase, so both short-term and long-term improvements should be identified with future needs in mind. ALTERNATIVES CONSIDERED Schedule Changes Staggered arrival and release times for the two schools would spread traffic demand out over a greater period of time and result in a lesser need for queue storage space. However, this would be incompatible with the current operation of bus transportation services, with students from each school forming mixed passenger pools on each bus. Due to this incompatibility, this alternative was not considered. Demand Management Queuing demand could be reduced by encouraging other modes of transportation besides individual parents driving to drop off or pick up their child. Means of encouraging other modes of transportation include: Increase bus transportation service to reduce auto dependency and thus reduce congestion from parent drop-off/pick-up loops. Encourage carpooling to school with promotional literature, events, emails linking to carpooling websites, etc. A number of commercial services and free or subscription based smartphone apps are 4 available, and other jurisdictions have published guides on best practices for encouraging 5 carpooling. Build new sidewalks adjacent to both schools connecting to future neighborhoods, particularly for Draper Intermediate School. Provide bike racks. Old Hensley Lane Widening/Cul-de-Sac Consideration was given to improvements that would allow greater queue storage on Old Hensley Lane to prevent back-ups onto Woodbridge Parkway. The eastbound approach to the Draper Intermediate parent loop entrance would be posted with a “No Left Turn” restriction from 3:00-3:45 pm. Additional signing would 4 For example, http://www.gokid.mobi/school-carpool-program/, https://www.carpooltoschool.com/, www.eRideShare.com, https://www.kangoapp.co/, https://www.toogethr.com, and http://www.school-pass.com to name a few. 5 See https://www.sonomasaferoutes.org/content/carpool-school and http://www.sparetheairyouth.org/carpooling. 50 Alternatives Considered Page 36 of direct drivers to “U-turn at End of Street”, and traffic cones on the roadway centerline would be used to further restrict the movement. Roadway improvements east of the entrance would be needed, including a cul-de-sac for the U-turn movement. If extended east to near the point of road closure, this option could add up to 2,000 feet of additional queuing space on Old Hensley Lane, enough to store the entire excess queue demand under existing conditions. A four-lane roadway section would be recommended to allow residents to bypass queued school traffic. Since this option would be more expensive than other alternatives developed later, including possible acquisition of right-of-way, and may be opposed by existing residents along Old Hensley Lane, further consideration was not given to this alternative. Organized Loading System Increase the efficiency of parent queue clearing by instituting expedited processing of student loading at dismissal. This can be done by assigning each student a student numbers and requiring parents or guardians to display the student number on the windshield of their car when arriving for dismissal. A staff member would be located upstream along the queue during dismissal to read student numbers from car windshields and would then communicate each number via radio or text message to staff member at the head of the queue. This staff member would then call individual students to get them in place and ready to load. 6 Commercial software systems are also available to assist with the process. This alternative is recommended in conjunction with any of the other alternatives discussed below. Revised Queuing Patterns Existing demand queue storage lengths were compared with projected demand queue storage lengths and available queuing space for the existing queuing configurations and for several alternative scenarios designed to remedy the concerns described in the previous section. Since observed queues were greater during the PM dismissal hour, this scenario was considered to be the critical case. All alternatives that accommodate the PM dismissal hour were also assumed to accommodate AM arrivals with extra queue storage capacity. The following sections describe the details of each alternative. Parent Loop Alternatives Alternative P1 – Serpentine Pattern First, an alternative to rearrange the queuing in each parent drop-off/pick-up loop was developed and the resulting queue length measured. The arrangement of the queue for Cooper Junior High School and Draper Intermediate School are shown in Figure 32 and Figure 33, respectively. Note the serpentine pattern of the queue in each case and the use of traffic cones to create the pattern. Also note that the loading area along the front of each school would be extended past the existing crosswalk locations. Since the crosswalks in front of the school doors would no longer be used for crossing students to and from the parking lot and/or exit bypass loading areas formerly used, it could be moved farther downstream to the new location of the head of the queue. Fewer pedestrians would be crossing here initially, only those walking or biking to school. Fencing or landscaping should be considered to discourage walking directly through the parking lot, the path that student walkers currently travel at Cooper Junior High, since this would now involve multiple conflicts with the serpentine parent queue. Initially, the single-file queue would need to be interrupted by the crossing guard less frequently than at present, and vehicles would likely move through the 6 For example, http://www.pikmykid.com, http://www.pickuppatrol.net/, http://www.school-pass.com, and http://www.charterapps.com/to name a few. 50 Alternatives Considered Page 37 of queue more quickly after dismissal. As the surrounding area grows, however, the pedestrian volume could increase and stops could become more frequent. Figure 32: Alternative P1 – Serpentine Pattern – Cooper Jr High School Figure 33: Alternative P1 – Serpentine Pattern – Draper Intermediate School 50 Alternatives Considered Page 38 of During mid-day hours, the cones would be removed for access to parking by regular school visitors. Since operations are generally acceptable during AM arrival, current arrival operations could continue if desired, with the queuing pattern shown used only during dismissal. At Cooper Junior High School, the pattern would provide 1,260 feet of queue storage space, just more than the estimated demand of 1,250 feet under existing conditions. Queues would be expected to usually be contained on site, with queues still likely to spill out onto Woodbridge Parkway on rainy afternoons or other busy days. With the proposed increase in bus service, it’s projected that queue storage demand would drop to 500 feet, reducing the chances of queue spillback onto Woodbridge Parkway. However, the pattern would not be sufficient to contain Draper Intermediate School queues on site. Only 1,200 feet of queue storage space would be provided, compared to the 2,080 feet of demand in the existing bus service scenario and the 1,330 feet of projected demand in the proposed bus service scenario. In the existing bus service scenario, queues would likely spill back farther onto Woodbridge Parkway than they do currently. Under the proposed bus service scenario, queue would only spill out a short distance onto Old Hensley Lane, representing a significant improvement over existing conditions. Alternative P2 – Serpentine Pattern & New Pavement Since Alternative P1 would be insufficient for containing the PM dismissal queue at Draper Intermediate School, particularly with further growth in enrollment in future years, another alternative was developed to add additional queuing space by adding new pavement and sidewalk to extend the drop-off/pick-up loop. This option, shown in Figure 34, would extend the loop north to an exit aligned with a median break on Woodbridge Parkway opposite a residential driveway. Figure 34: Alternative P2 – Serpentine Pattern & New Pavement 50 Alternatives Considered Page 39 of This alternative would provide 1,450 feet of queue storage for Draper Intermediate School, still less than the storage demand of 2,080 feet under existing bus service, but more than the 1,330 feet of projected demand under proposed bus service. With any of the above alternatives, traffic cones should be used to narrow the space available to a single lane in order to maintain fire lanes as required. Bus Loop Alternatives Alternative B1 – Single File Bus Stacking Independently of the parent loop alternatives, an alternative was considered to provide better fire lane access for buses behind the schools. With 31 projected regular buses plus 4 special education buses, the bus queue demand of 1,535 feet could be met by stacking buses in a single file line along the entire length of sidewalk along the rear of the schools as shown in Figure 35. This configuration would provide about 1,660 feet of stacking space, sufficient for the queue. It would increase the distance that many students would need to walk to load into their buses after school, so a few minutes of extra time before bus departure may be necessary. Also, the use of this queuing system would mean that at least the southern-most buses (6 as shown in Figure 35) would need to exit via Old Hensley Lane, instead of all buses exiting via New Hensley Lane as is done currently. Since the intersection of Woodbridge Parkway and Old Hensley Lane is controlled by stop signs only on Old Hensley Lane and not on Woodbridge Parkway, buses may have a more difficult time exiting than they do today unless either police officers are used to temporarily stop traffic or the intersection is converted to all-way stop control. In lieu of this, the six buses exiting via Old Hensley Lane could be pre-arranged to all make right turns instead of left turns onto Woodbridge Parkway for easier egress. This alternative could be considered even in conjunction with parent loop alternatives that still leave some queue spillback on Old Hensley Lane, since the queues would likely clear in the 10 to 15 minutes between dismissal and school bus departure. Parent and Bus Loop Reversal Alternatives Should the increased bus service fail to produce a sufficient reduction in parent queuing at the schools and/or spillback still occurs in conjunction with the above alternatives due to enrollment growth, a long-term option could be to reverse the location of the parent and bus loops. The reversal could be implemented only during PM dismissal if this is the only time when queue spillback remains, with one of the earlier operations discussed used during AM arrivals. Parent queuing in a serpentine pattern through the rear lot behind the schools would provide higher total queue storage lengths than possible in front of the schools. It would also place queues farther from Woodbridge Parkway should any extraordinary queue lengths develop that spill out onto Old Hensley Lane and/or New Hensley Lane, such as on rainy days when fewer students ride the bus. Furthermore, switching the front and rear loops would provide a safer environment for current and future pedestrians during after school dismissal. There would be fewer vehicular conflicts to manage with only 35 buses instead of hundreds of cars. The remaining conflicts would be separated temporally in large measure, with most student pedestrians departing prior to buses being fully loaded for departure about 10 to 15 minutes after the final school bell of the day. The reversal would necessitate the construction of sidewalks in front of the schools to allow departing students from one school to access their bus parked for loading in front of the other school. 50 Alternatives Considered Page 40 of Figure 35: Alternative B1 – Single File Bus Stacking FDC Location 50 Alternatives Considered Page 41 of Conflicts between parent drop-off/pick-up and staff parking should be minimal, as staff typically arrive earlier than students and depart after parent pick-up queues have cleared. For any staff members that need to arrive or depart concurrently with peak arrival and dismissal times, a few designated parking spaces could be marked in the bus loops in front of the schools. Discussion of the pros and cons of the reversal alternatives follows, first for parent loop options at the rear of the schools and then for bus loop options in front. Alternative P3 – Separate Parent Loops at Rear of Schools This alternative would retain separate loops at the rear of each of the two schools, as shown in Figure 36. It would provide 820feet of queue storage for the Cooper Junior High parent loop and 1,470 feet for the Draper Intermediate parent loop. Both loops would operate in a counter-clockwise direction for curbside pick-up. Note that this results in the longer queuing length available for Draper. Also note that loading would not occur in front of the riser room/FDC location for Draper so as to provide better fire access. Double yellow lines should be painted on both the loop entrance roads to reinforce the intended two-way flow of traffic and discourage parents from stacking in side-by-side queues as done currently. This will maintain the opposing direction of flow for inbound fire access before dismissal when all cars are stopped. The Draper queue would enter and exit the south half of the rear lot to and from Old Hensley Lane via a serpentine pattern using the south side of the wide 30-foot central aisle separating the two halves of the rear lot. The Cooper queue would enter and exit via New Hensley Lane to the north. It would not need to follow a serpentine pattern due to the shorter queue storage requirement, which would be beneficial since a serpentine route would result in three tight 10-foot lanes in the central aisle. This would be potentially confusing and require a large number of traffic cones to set up. In the existing bus service scenario, this configuration would not provide enough queue storage for either school. The Cooper Junior High demand queue of 1,250 feet demand would spill out about 430 feet onto New Hensley Lane, still shy of reaching Woodbridge Parkway about 600 feet away. For Draper, the 2,080- foot demand queue would spill out about 610 feet beyond the 1,470 feet available onto Old Hensley Lane. However, this queue would be farther removed (about 650 feet) from Woodbridge Parkway and therefore not likely to often spill back that far. In the proposed bus service scenario, Alternative P3 is projected to provide sufficient queuing space for both parent loops, with 320 feet of spare queuing capacity available for Cooper Junior High and 140 additional feet available for Draper Intermediate. Alternative P4 – Combined Parent Loop at Rear of Schools Due to the somewhat small margin of spare capacity (140 feet) provided by Alternative P3 for Draper, this alternative was developed as a contingency should future bus service not be sufficient to accommodate parent pick-up queue demand and/or if the primary consideration is to accommodate all PM dismissal queues on the busiest of days, such as during rainy weather. In this alternative, shown in Figure 37, all parents would enter via Old Hensley Lane, follow a serpentine pattern through both the rear parking lot, and exit via New Hensley Lane. The available space for the combined queue would be about 3,500 feet, more than both the 1,830 projected demand queue with increased bus service and the 3,330 combined existing demand queue. Fire department access for the riser room and FDC would be maintained be positioning the downstream end of the loading zone area prior to the FDC. 50 Alternatives Considered Page 42 of Figure 36: Alternative P3 – Separate Parent Loops at Rear of Schools 50 Alternatives Considered Page 43 of Figure 37: Alternative P4 – Combined Rear Parent Pick-Up Queuing Pattern 50 Alternatives Considered Page 44 of Where opposing lanes would operate on the wide 36-foot drive aisle immediately adjacent to the school curb, a double yellow centerline would be painted 24 feet away from the curb for the contraflow portions of the queue (driving northbound). This would retain the 24 feet on the southbound side for parent loading adjacent to the curb, with extra width for use as a departure lane once students are loaded and to provide access for fire vehicles. While this system would provide the maximum protection against queue spillback onto public streets, the queue may clear more slowly due to there being a single line for both schools. It is envisioned the system pictured in Figure 37 would involve two or more separate loading zones, at least one for each school, and perhaps one for each grade level. Key to its smooth operation and preservation of fire access would be to maintain the exit lane (marked in red in the figure) free of all vehicles during pre-dismissal queuing and used by only moving vehicles with passengers loaded after dismissal. If, for example, parents attempt to bypass a loading zone for Cooper Junior High to reach a loading zone for Draper Intermediate using the exit lane but then cannot find an open space in the queue to merge to the curb near their destination loading zone, then the exit lane could quickly become blocked. Traffic cones should therefore be used where the single queue widens into two lanes to direct drivers to the curb lane. A staff member at this location (perhaps the same person reading and relaying student ID information from windshield placards) can help ensure that drivers do not enter the exit lane without a child loaded. As with any of the other alternatives presented, written explanations of how the system is expected to operate should be provided to parents. Because of the complexities involved with Alternative P4, it is recommended that this option be implemented only if increased bus service, Alternative P3, and other recommended measures fail to produce acceptable results. Alternative B2 – Separate Bus Loops in Front of Schools Bus queuing in front of the schools would require buses to stage in the following areas (see Figure 38): Single file along existing school-front sidewalk and exit bypass lanes Extended sidewalk for bus queuing at the south end of the existing Cooper Junior High School loop This layout would provide 1,765 feet of bus storage, more than both the 1,420 feet required for existing bus service and the 1,540 feet required for the proposed bus service increases. A drawback to this arrangement is crossing students between buses to reach the buses staged along the exit bypass roadways. Alternative B3 – Combined Bus Loop in Front of Schools To remedy the drawback described for Alternative B2, this option (shown in Figure 39) would connect the Cooper and Draper bus loops to form a single, continuous loop. This option would provide about 1,575 feet of bus storage, somewhat less than Alternative B2, but enough to avoid the need to stage buses on the exit bypass roadways and still more than the 1,540 feet required storage for the proposed bus service increases. Alternative B3 could also be used together with bus storage on the exit bypass roadways to add even more bus service in the future if needed. A benefit of Alternative B3 would be that all buses would exit via New Hensley Lane as they do currently. If used in conjunction with combined loop of Alternative P4, excellent separation of modes would be provided, with all parent traffic entering and exiting via Old Hensley Lane away from the buses. 50 Alternatives Considered Page 45 of Figure 38: Alternative B2 – Separate Bus Loops in Front of Schools 50 Alternatives Considered Page 46 of Figure 39: Alternative B3 – Combined Bus Loop in Front of Schools 50 Alternatives Considered Page 47 of RECOMMENDATIONS Several short-term, medium-term, and long-term improvements are recommended in order to reduce congestion around the schools: Short-Term 1.Provide school zone signing and pavement marking improvements as shown in Figures 24 through 30, as described in detail previously. This will include a reduced length of the school zones on New Hensley Lane and northbound Woodbridge Parkway, as well as flashing LED signs for school zone emphasis. 2.Post “No Standing, Stopping, or Parking” signing along Old Hensley Lane, New Hensley Lane, and Woodbridge Parkway adjacent to the school, and provide enforcement. 3.Begin a program to encourage more carpooling among families who do not qualify for or who choose not to use school bus services. 4.Increase bus service to 31 regular length buses and 4 special education buses. 5.Queue buses in the bus loop at the rear of the school in a single file for a longer curbside distance to provide space for fire access (Alternative B1 pictured in Figure 35). 6.Implement an organized student loading system for quicker queue clearance during after-school dismissal at both schools by assigning student ID numbers for display in parent vehicles. Staff members would use the ID numbers to help get students in place to load by the time their ride arrives at the loading area. 7.Eliminate parent loading from bypass lanes and implement the serpentine patterns shown in Figures 32 and 33 (Alternative P1) for PM dismissal. At Draper Intermediate School, this alternative should only be implemented after verifying that increased bus service will reduce parent queuing demand to the extent anticipated (approximately 30 vehicles or more). After conversion to the new pattern, some residual spillback onto Old Hensley Lane may occur during the PM dismissal period but should not extend to Woodbridge Parkway). 8.Staff members should redirect student pedestrians and bicyclists to other routes around the serpentine pattern drop-off/pick-up loops. The recommended location for crossing at Cooper Junior High School is after turning right when coming out of the school doors, near where the drop- off/pickup lane and exit bypass lane meet. The need for similar staffing may be needed for Draper Intermediate School in the future depending on the location and nature of nearby residential development. 9.Staff members providing traffic control should wear approved safety vests at the new crossing locations for added visibility. 10.Ensure that upcoming adjacent residential development to the west includes properly designed sidewalks and bicycle facilities to encourage walking and biking to school. Medium-Term (i.e. 2020 School Construction Bond) 1.Build new sidewalks adjacent to both schools, particularly Draper Intermediate School. 2.Provide bike racks to help reduce auto dependency. 3.Design and construct retrofit improvements to provide a more direct multi-modal connection between the sidewalk network and the front doors of each school. A potential example for Cooper 50 Recommendations Page 48 of Junior High School is shown in Figure 32. Simultaneously, restrict pedestrian and bicycle crossing of the parent drop-off/pick-up loops to a single, marked location using effective landscaping and/or pedestrian fencing barriers. 4.Construct a traffic signal or roundabout at the intersection of Woodbridge Parkway and New Hensley Lane. 5.Consider a traffic signal or roundabout at the intersection of Woodbridge Parkway and Old Hensley Lane to assist with buses exiting from the schools. Additional capacity analysis may be needed to determine appropriate lane configurations for the intersection in either case, based on other growth in the area, changing school boundaries, etc. 6.Construct a southbound left turn lane on Woodbridge Parkway at Old Hensley Lane to minimize conflicts between southbound left turn and through traffic. 7.Extend the Draper Intermediate School loop north to the residential median break between two schools (Alternative P2) to reduce or eliminate queue spillback onto Old Hensley Lane. Long-Term 1.If parent queuing demand continues to cause spillback onto Old Hensley Lane and/or significant increases in school population are forecast, construct sidewalk and internal circulation connections between the Draper Intermediate School and Cooper Junior High School parent drop-off/pick-up loops in front of the schools. Convert the combined front loop to use for bus staging (Alternative B3 shown in Figure 39). 2.In conjunction with the change above, convert the rear parking lot for the schools to the parent drop- off and/or pick-up area. Use of separate loops for Cooper Junior High School and Draper Intermediate School (Alternative P3 in Figure 36) is recommended. If additional queuing space is needed, a combined loop as shown for Alternative P4 in Figure 37 may be used instead. Additional traffic and queue counts for analysis of the latest future demand is recommended before deciding on a final strategy. 3.In conjunction with the change above, construct longer weather shelters/soffits along the rear of both schools to facilitate more expeditious queue processing during poor weather. 4.When the adjacent closed landfill west of Woodbridge Parkway is developed into a regional park as called for in the Wylie Parks and Open Space Master Plan, consider pedestrian connections between the park and the Sachse neighborhoods south of the park (which have trails behind homes at the north end of the neighborhood) so that a greater number of students from this area can walk or bike to school. 5.As additional school locations within Wylie ISD are planned to serve this age group, realign school boundaries to serve students living farther away by other, newer schools. As residential development fills in adjacent to Cooper Junior High and Draper Intermediate, a greater percentage of Cooper and Draper students will be able to walk or bike to school and bus service can be provided for additional students, reducing the demand for additional parent queuing space. We appreciate the opportunity to provide these services. If you have any questions regarding this study, please contact me at (972) 248-3006. 50 Recommendations Page 49 of Sincerely, Joshua D. Smith, P.E., PTOE Project Manager Lee Engineering, LLC TBPE Firm F-450 7/28/2017 Attachments: Turning Movement Counts 50 Recommendations Page 50 of HensleyLane CooperJHS Entry HooperRoad NotTo Scale Hensley Lane (Future) Parkway Springwell FM 544 Hensley Lane (Future) McCrearyRoad EXHIBIT 4 2017 Existing Traffic Volumes Woodbridge North TIA Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 1 Turning Movement Data Southbound St.NEW HENSLEY LNDRIVEWAYNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:00 AM000000019000193010040170001740 7:15 AM000000080008100300130290002950 7:30 AM000000022000225505006003400034116 7:45 AM0000000410004156035019105100051183 Hourly Total00000009000090124044011680131000131389 8:00 AM00000002800028970210011802000020166 8:15 AM00000001200012100100110121001336 8:30 AM0000000120001200101108000821 8:45 AM000000117000181000010120001231 Hourly Total000000169000701080230113105210053254 9:00 AM0000000000000000000000000 *** BREAK *** ------------------------- Hourly Total0000000000000000000000000 2:30 PM000000090009802001008000827 2:45 PM000010012000128010090220002243 Hourly Total00001002100021160300190300003070 3:00 PM000000016000162020040231002444 3:15 PM000000017000173000030292003151 3:30 PM0000000520005254029008302501026161 3:45 PM00000003100031160603220150031568 Hourly Total0000000116000116750370311209231396324 4:00 PM000000023000235010060160001645 4:15 PM000000061000614000040160001681 4:30 PM0000000000000000000000000 Grand Total000010138000038133201080544003374133421163 Approach %NaNNaNNaNNaN--0.399.70.00.0--75.50.024.50.0--0.098.51.20.3--- Total %0.00.00.00.0-0.00.132.70.00.0-32.828.50.09.30.0-37.80.029.00.30.1-29.4- Lights0000-0130700-30833201080-440027441-2791027 % Lights------100.080.8---80.8100.0-100.0--100.0-81.3100.0100.0-81.688.3 Mediums0000-007200-720000-006200-62134 % Mediums------0.018.9---18.90.0-0.0--0.0-18.40.00.0-18.111.5 Articulated 0000-00100-10000-00100-12 Trucks % Articulated------0.00.3---0.30.0-0.0--0.0-0.30.00.0-0.30.2 Trucks Bicycles on ----1-----0-----1-----0-- Crosswalk % Bicycles on----100.0-----------20.0-----0.0-- Crosswalk Pedestrians----0-----0-----4-----3-- % ----0.0-----------80.0-----100.0-- Pedestrians Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 2 Southbound St. \[SB\] OutInTotal 000 000 000 000 000 000 00000 00000 00000 00001 00000 00001 RTLUP R 000000 100001 U NEW HENSLEY LN \[WB\] 380307445382 Out 7262 T 001001 200000000L 919134 Total1055 381308 72 In 05/17/2017 7:00 AM L100001001 100100 T In 6262 Ending At 279342274337 05/17/2017 4:45 PM Total 826134690 Lights U 000000002 100400004 R Mediums 72 Out 640713 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000033 P ULTRP 033201080 00000 00000 00001 00004 033201085 5440445 000 000 000 000 5440445 OutInTotal DRIVEWAY \[NB\] Turning Movement Data Plot Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) Southbound St.NEW HENSLEY LNDRIVEWAYNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:15 AM000000080008100300130290002950 7:30 AM000000022000225505006003400034116 7:45 AM0000000410004156035019105100051183 8:00 AM00000002800028970210011802000020166 Total00000009900099218064012820134000134515 Approach %NaNNaNNaNNaN--0.0100.00.00.0--77.30.022.70.0--0.0100.00.00.0--- Total %0.00.00.00.0-0.00.019.20.00.0-19.242.30.012.40.0-54.80.026.00.00.0-26.0- PHF0.0000.0000.0000.000-0.0000.0000.6040.0000.000-0.6040.5620.0000.4570.000-0.5970.0000.6570.0000.000-0.6570.704 Lights0000-006700-672180640-282010100-101450 % Lights-------67.7---67.7100.0-100.0--100.0-75.4---75.487.4 Mediums0000-003200-320000-003300-3365 % Mediums-------32.3---32.30.0-0.0--0.0-24.6---24.612.6 Articulated 0000-00000-00000-00000-00 Trucks % Articulated-------0.0---0.00.0-0.0--0.0-0.0---0.00.0 Trucks Bicycles on ----0-----0-----1-----0-- Crosswalk % Bicycles on----------------100.0-------- Crosswalk Pedestrians----0-----0-----0-----0-- % ----------------0.0-------- Pedestrians Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 4 Southbound St. \[SB\] OutInTotal 000 000 000 000 000 000 00000 00000 00000 00000 00000 00000 RTLUP R 000000 000000 U NEW HENSLEY LN \[WB\] Peak Hour Data 198165 Out 99326733 T 000000 000000000L 65 386451 Total 993267 In 05/17/2017 7:15 AM L000000000 000000 T In 3333 Ending At 101134101134 05/17/2017 8:15 AM Total 297232 65 Lights U 000000000 000000000 R Mediums 32 Out 285317 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 02180640 00000 00000 00001 00000 02180641 0282282 000 000 000 000 0282282 OutInTotal DRIVEWAY \[NB\] Turning Movement Peak Hour Data Plot (7:15 AM) Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 5 Turning Movement Peak Hour Data (3:30 PM) Southbound St.NEW HENSLEY LNDRIVEWAYNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 3:30 PM0000000520005254029008302501026161 3:45 PM00000003100031160603220150031568 4:00 PM000000023000235010060160001645 4:15 PM000000061000614000040160001681 Total0000000167000167790360311507201373355 Approach %NaNNaNNaNNaN--0.0100.00.00.0--68.70.031.30.0--0.098.60.01.4--- Total %0.00.00.00.0-0.00.047.00.00.0-47.022.30.010.10.0-32.40.020.30.00.3-20.6- PHF0.0000.0000.0000.000-0.0000.0000.6840.0000.000-0.6840.3660.0000.3100.000-0.3460.0000.7200.0000.250-0.7020.551 Lights0000-0013200-132790360-11506701-68315 % Lights-------79.0---79.0100.0-100.0--100.0-93.1-100.0-93.288.7 Mediums0000-003400-340000-00500-539 % Mediums-------20.4---20.40.0-0.0--0.0-6.9-0.0-6.811.0 Articulated 0000-00100-10000-00000-01 Trucks % Articulated-------0.6---0.60.0-0.0--0.0-0.0-0.0-0.00.3 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----------------0.0-----0.0-- Crosswalk Pedestrians----0-----0-----3-----3-- % ----------------100.0-----100.0-- Pedestrians Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 6 Southbound St. \[SB\] OutInTotal 000 000 000 000 000 000 00000 00000 00000 00000 00000 00000 RTLUP R 000000 100001 U NEW HENSLEY LN \[WB\] Peak Hour Data 167132108103 Out 34 T 0010005 100000000L 39 280320 Total 167132 34 In 05/17/2017 3:30 PM L000000001 50005000 T In 68736772 Ending At 05/17/2017 4:30 PM Total 275235 39 Lights U 000000001 100000000 R Mediums 34 Out 212247 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000033 P ULTRP 0790360 00000 00000 00000 00003 0790363 0115115 000 000 000 000 0115115 OutInTotal DRIVEWAY \[NB\] Turning Movement Peak Hour Data Plot (3:30 PM) Count Name: 1 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ COOPER 1120 W. Lovers Lane JUNIOR HIGH Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 7 Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 1 Turning Movement Data WOODBRIDGE PKWYDRIVEWAYWOODBRIDGE PKWYEastbound St. SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:00 AM110100010200100106600066000000169 7:15 AM0136000136507001209100091000000239 7:30 AM21350011371705900760100000100000000313 7:45 AM1159000160320710010309900099000000362 Hourly Total45310015355401380019203560003560000001083 8:00 AM016700016733084001170105000105000000389 8:15 AM093000936010001608400084000000193 8:30 AM1620006330501808200082000000153 8:45 AM173000741010020120000120000000196 Hourly Total2395000397430100011430391000391000000931 9:00 AM0000000000000000000000000 *** BREAK *** ------------------------- Hourly Total0000000000000000000000000 2:30 PM0990009910400506410065000000169 2:45 PM2860008810300408201083000000175 Hourly Total21850001872070090146110148000000344 3:00 PM3730007600900907010071000000156 3:15 PM293010962010001209010091000000199 3:30 PM0170000170450850013006000060000000360 3:45 PM01200001209020002909600096000000245 Hourly Total5456010462560124001800316200318000000960 4:00 PM073000733020050112010113000000191 4:15 PM11320001331030040104000104000000241 4:30 PM0000000000000000000000000 Grand Total14177201117871590374015330142532014300000003750 Approach %0.899.20.00.1--29.80.070.20.0--0.099.70.20.1--NaNNaNNaNNaN--- Total %0.447.30.00.0-47.74.20.010.00.0-14.20.038.00.10.1-38.10.00.00.00.0-0.0- Lights14173301-174815503720-5270139932-14040000-03679 % Lights100.097.8-100.0-97.897.5-99.5--98.9-98.2100.0100.0-98.2------98.1 Mediums03600-364020-602500-250000-067 % Mediums0.02.0-0.0-2.02.5-0.5--1.1-1.80.00.0-1.7------1.8 Articulated 0300-30000-00100-10000-04 Trucks % Articulated0.00.2-0.0-0.20.0-0.0--0.0-0.10.00.0-0.1------0.1 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----0.0-----0.0-------------- Crosswalk Pedestrians----1-----1-----0-----0-- % ----100.0-----100.0-------------- Pedestrians Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 2 WOODBRIDGE PKWY OutInTotal 177217483520 273663 134 000 000 180017873587 017331410 036000 03000 00000 00001 017721411 RTLUP 374372 R 0002 000000 U Out 1717 T 0000000000 000000000000L DRIVEWAY \[WB\] Total 159155533527 In 05/17/2017 7:00 AM L00040006 000000000000 T In Ending At 05/17/2017 4:45 PM Total 550544 Lights U 0000000006 Eastbound St. \[EB\] 000000000000 R Mediums Out Articulated Trucks Bicycles on Crosswalk Pedestrians P 110000 000000 P ULTRP 20139930 002500 00100 00000 00000 20142530 189014043294 402565 314 000 000 193314303363 OutInTotal WOODBRIDGE PKWY Turning Movement Data Plot Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) WOODBRIDGE PKWYDRIVEWAYWOODBRIDGE PKWYEastbound St. SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:15 AM0136000136507001209100091000000239 7:30 AM21350011371705900760100000100000000313 7:45 AM1159000160320710010309900099000000362 8:00 AM016700016733084001170105000105000000389 Total35970016008702210030803950003950000001303 Approach %0.599.50.00.0--28.20.071.80.0--0.0100.00.00.0--NaNNaNNaNNaN--- Total %0.245.80.00.0-46.06.70.017.00.0-23.60.030.30.00.0-30.30.00.00.00.0-0.0- PHF0.3750.8940.0000.000-0.8980.6590.0000.6580.000-0.6580.0000.9400.0000.000-0.9400.0000.0000.0000.000-0.0000.837 Lights358000-5838402210-305038200-3820000-01270 % Lights100.097.2---97.296.6-100.0--99.0-96.7---96.7------97.5 Mediums01700-173000-301200-120000-032 % Mediums0.02.8---2.83.4-0.0--1.0-3.0---3.0------2.5 Articulated 0000-00000-00100-10000-01 Trucks % Articulated0.00.0---0.00.0-0.0--0.0-0.3---0.3------0.1 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----0.0-------------------- Crosswalk Pedestrians----1-----0-----0-----0-- % ----100.0-------------------- Pedestrians Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 4 WOODBRIDGE PKWY OutInTotal 6035831186 121729 101 000 000 6166001216 0580300 017000 00000 00000 00001 0597301 RTLUP 221221 R 0000 000000 U Peak Hour Data Out T 000000300003 000000000000L DRIVEWAY \[WB\] Total 308305 8784 In 05/17/2017 7:15 AM L00030003 000000000000 T In Ending At 05/17/2017 8:15 AM Total 311308 Lights U 0000000003 Eastbound St. \[EB\] 000000000000 R Mediums Out Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 0038200 001200 00100 00000 00000 0039500 6643821046 201232 011 000 000 6843951079 OutInTotal WOODBRIDGE PKWY Turning Movement Peak Hour Data Plot (7:15 AM) Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 5 Turning Movement Peak Hour Data (3:30 PM) WOODBRIDGE PKWYDRIVEWAYWOODBRIDGE PKWYEastbound St. SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 3:30 PM0170000170450850013006000060000000360 3:45 PM01200001209020002909600096000000245 4:00 PM073000733020050112010113000000191 4:15 PM11320001331030040104000104000000241 Total14950004965801100016803720103730000001037 Approach %0.299.80.00.0--34.50.065.50.0--0.099.70.00.3--NaNNaNNaNNaN--- Total %0.147.70.00.0-47.85.60.010.60.0-16.20.035.90.00.1-36.00.00.00.00.0-0.0- PHF0.2500.7280.0000.000-0.7290.3220.0000.3240.000-0.3230.0000.8300.0000.250-0.8250.0000.0000.0000.000-0.0000.720 Lights148200-4835701080-165036801-3690000-01017 % Lights100.097.4---97.498.3-98.2--98.2-98.9-100.0-98.9------98.1 Mediums01200-121020-30400-40000-019 % Mediums0.02.4---2.41.7-1.8--1.8-1.1-0.0-1.1------1.8 Articulated 0100-10000-00000-00000-01 Trucks % Articulated0.00.2---0.20.0-0.0--0.0-0.0-0.0-0.0------0.1 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 6 WOODBRIDGE PKWY OutInTotal 476483959 61218 011 000 000 482496978 0482100 012000 01000 00000 00000 0495100 RTLUP 110108 R 0002 000000 U Peak Hour Data Out T 000000100001 000000000000L DRIVEWAY \[WB\] Total 168165 5857 In 05/17/2017 3:30 PM L00010003 000000000000 T In Ending At 05/17/2017 4:30 PM Total 169166 Lights U 0000000003 Eastbound St. \[EB\] 000000000000 R Mediums Out Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 1036800 00400 00000 00000 00000 1037200 540369909 13417 101 000 000 554373927 OutInTotal WOODBRIDGE PKWY Turning Movement Peak Hour Data Plot (3:30 PM) Count Name: 2 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ 1120 W. Lovers Lane DRAPER INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 7 Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 1 Turning Movement Data WOODBRIDGE PKWYOLD HENSLEY LNWOODBRIDGE PKWYOLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:00 AM3950009860000606870075000000179 7:15 AM181240001420010010931300106000000249 7:30 AM519800014930000301004300143000000295 7:45 AM7211800019020000201014400145000000337 Hourly Total144435000579110100120362107004690000001060 8:00 AM6713600020320100301054900154000000360 8:15 AM89200010010000108710088000000189 8:30 AM2650006700000008200082000000149 8:45 AM271000730000000120100121000000194 Hourly Total7936400044330100403945100445000000892 9:00 AM0000000000000000000000000 *** BREAK *** ------------------------- Hourly Total0000000000000000000000000 2:30 PM2951009800000006550070100001169 2:45 PM147500089000000082130095000000184 Hourly Total1617010018700000001471800165100001353 3:00 PM155900074001001071180089000000164 3:15 PM2372000953010040921400106000000205 3:30 PM33180000213503008159270087100001309 3:45 PM1711200012940500909051096010001235 Hourly Total8842300051112010002213126410378110002913 4:00 PM27500077100100110113200115000000203 4:15 PM512600013190200110102600108000000250 4:30 PM0000000000000000000000000 Grand Total33415931001928450150060114302481016802100033671 Approach %17.382.60.10.0--75.00.025.00.0--0.185.114.80.1--66.733.30.00.0--- Total %9.143.40.00.0-52.51.20.00.40.0-1.60.039.06.80.0-45.80.10.00.00.0-0.1- Lights329155410-1884440140-58113952431-16402100-33585 % Lights98.597.6100.0--97.797.8-93.3--96.7100.097.698.0100.0-97.6100.0100.0---100.097.7 Mediums53600-411000-103450-390000-081 % Mediums1.52.30.0--2.12.2-0.0--1.70.02.42.00.0-2.30.00.0---0.02.2 Articulated 0300-30010-10100-10000-05 Trucks % Articulated0.00.20.0--0.20.0-6.7--1.70.00.10.00.0-0.10.00.0---0.00.1 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 2 WOODBRIDGE PKWY OutInTotal 141118843295 344175 235 000 000 144719283375 1155432900 036500 03000 00000 00000 1159333400 RTLUP 1514 R 0010 000000 U OLD HENSLEY LN \[WB\] 583573 Out 10 T 000000000 500005200002L Total 45446058 In 05/17/2017 7:00 AM L00010011 300003100001 T In Ending At 05/17/2017 4:45 PM Total 643631 11 Lights U 000000001 200002000000 R Mediums Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 1113952430 003450 00100 00000 00000 1114302480 159916403239 373976 314 000 000 163916803319 OutInTotal WOODBRIDGE PKWY Turning Movement Data Plot Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) WOODBRIDGE PKWYOLD HENSLEY LNWOODBRIDGE PKWYOLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:15 AM181240001420010010931300106000000249 7:30 AM519800014930000301004300143000000295 7:45 AM7211800019020000201014400145000000337 8:00 AM6713600020320100301054900154000000360 Total2084760006847020090399149005480000001241 Approach %30.469.60.00.0--77.80.022.20.0--0.072.827.20.0--NaNNaNNaNNaN--- Total %16.838.40.00.0-55.10.60.00.20.0-0.70.032.212.00.0-44.20.00.00.00.0-0.0- PHF0.7220.8750.0000.000-0.8420.5830.0000.5000.000-0.7500.0000.9500.7600.000-0.8900.0000.0000.0000.000-0.0000.862 Lights20645800-6647010-803871460-5330000-01205 % Lights99.096.2---97.1100.0-50.0--88.9-97.098.0--97.3------97.1 Mediums21600-180000-001230-150000-033 % Mediums1.03.4---2.60.0-0.0--0.0-3.02.0--2.7------2.7 Articulated 0200-20010-10000-00000-03 Trucks % Articulated0.00.4---0.30.0-50.0--11.1-0.00.0--0.0------0.2 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 4 WOODBRIDGE PKWY OutInTotal 3886641052 121830 123 000 000 4016841085 045820600 016200 02000 00000 00000 047620800 RTLUP R 200101 000000 U OLD HENSLEY LN \[WB\] Peak Hour Data 357352 Out T 0000000005 000000000000L Total In 05/17/2017 7:15 AM L700007900108 000000000000 T In Ending At 05/17/2017 8:15 AM Total 366360 Lights U 0000000015 000000000000 R Mediums Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 003871460 001230 00000 00000 00000 003991490 465533998 161531 202 000 000 4835481031 OutInTotal WOODBRIDGE PKWY Turning Movement Peak Hour Data Plot (7:15 AM) Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 5 Turning Movement Peak Hour Data (3:30 PM) WOODBRIDGE PKWYOLD HENSLEY LNWOODBRIDGE PKWYOLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 3:30 PM33180000213503008159270087100001309 3:45 PM1711200012940500909051096010001235 4:00 PM27500077100100110113200115000000203 4:15 PM512600013190200110102600108000000250 Total5749300055028011003913644010406110002997 Approach %10.489.60.00.0--71.80.028.20.0--0.289.79.90.2--50.050.00.00.0--- Total %5.749.40.00.0-55.22.80.01.10.0-3.90.136.54.00.1-40.70.10.10.00.0-0.2- PHF0.4320.6850.0000.000-0.6460.7000.0000.5500.000-0.8860.2500.8050.3700.250-0.8830.2500.2500.0000.000-0.5000.807 Lights5647900-535280110-391354401-3961100-2972 % Lights98.297.2---97.3100.0-100.0--100.0100.097.3100.0100.0-97.5100.0100.0---100.097.5 Mediums11300-140000-00900-90000-023 % Mediums1.82.6---2.50.0-0.0--0.00.02.50.00.0-2.20.00.0---0.02.3 Articulated 0100-10000-00100-10000-02 Trucks % Articulated0.00.2---0.20.0-0.0--0.00.00.30.00.0-0.20.00.0---0.00.2 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 6 WOODBRIDGE PKWY OutInTotal 366535901 91423 112 000 000 376550926 04795600 013100 01000 00000 00000 04935700 RTLUP 1111 R 0000 000000 U OLD HENSLEY LN \[WB\] Peak Hour Data Out 9897 T 0000000001 300003100001L Total 28283939 In 05/17/2017 3:30 PM L00000000 200002100001 T In Ending At 05/17/2017 4:30 PM Total 137136 Lights U 0000000001 100001000000 R Mediums Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 11354400 00900 00100 00000 00000 11364400 508396904 13922 112 000 000 522406928 OutInTotal WOODBRIDGE PKWY Turning Movement Peak Hour Data Plot (3:30 PM) Count Name: 3 - GRAM Traffic NTX Inc. WOODBRIDGE PKWY @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 7 Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 1 Turning Movement Data DRIVEWAYOLD HENSLEY LNNorthbound St.OLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:00 AM000000030003000000540101013 7:15 AM0000000110020000002190003032 7:30 AM00000003300600000085900094100 7:45 AM00001002400600000010412000116122 Hourly Total000010098001700000021534010250267 8:00 AM0000000310040000001125000117121 8:15 AM0000000100010000001000001011 8:30 AM0000000000000000002000022 8:45 AM0000000000000000002100033 Hourly Total0000000410050000001266000132137 9:00 AM0000000000000000000000000 *** BREAK *** ------------------------- Hourly Total0000000000000000000000000 2:30 PM0000000000000000004200066 2:45 PM0000000010010000002520002728 Hourly Total0000000010010000002940003334 3:00 PM0000000110020000002460003032 3:15 PM000000030003000000630201114 3:30 PM00000009102100000008430008797 3:45 PM0000000801090000002120002332 Hourly Total0000000212122400000013514020151175 4:00 PM0000000112001300000031000417 4:15 PM00000001100011000000820001021 4:30 PM0000000000000000000000000 Grand Total00001005614127100000051661030580651 Approach %NaNNaNNaNNaN--0.078.919.71.4--NaNNaNNaNNaN--89.010.50.00.5--- Total %0.00.00.00.0-0.00.08.62.20.2-10.90.00.00.00.0-0.079.39.40.00.5-89.1- Lights0000-0054141-690000-05095803-570639 % Lights-------96.4100.0100.0-97.2------98.695.1-100.0-98.398.2 Mediums0000-00200-20000-07300-1012 % Mediums-------3.60.00.0-2.8------1.44.9-0.0-1.71.8 Articulated 0000-00000-00000-00000-00 Trucks % Articulated-------0.00.00.0-0.0------0.00.0-0.0-0.00.0 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----0.0-----0.0-------------- Crosswalk Pedestrians----1-----2-----0-----0-- % ----100.0-----100.0-------------- Pedestrians Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 2 DRIVEWAY \[SB\] OutInTotal 5230523 707 000 000 000 5300530 00000 00000 00000 00000 00001 00001 RTLUP 1414 R 0000 300003 U OLD HENSLEY LN \[WB\] Out 56546259 T 00020003 0007000L 12 627639509516 Total 7169 In 05/17/2017 7:00 AM L0000000002 0003000 T In 105861 Ending At 570580 05/17/2017 4:45 PM Total 133128 Lights U 1000010005 2000000000 R Mediums 5759 Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 220000 000000 P ULTRP 00000 00000 00000 00000 00000 00000 000 000 000 000 000 000 OutInTotal Northbound St. \[NB\] Turning Movement Data Plot Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) DRIVEWAYOLD HENSLEY LNNorthbound St.OLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:15 AM0000000110020000002190003032 7:30 AM00000003300600000085900094100 7:45 AM00001002400600000010412000116122 8:00 AM0000000310040000001125000117121 Total000010099001800000032235000357375 Approach %NaNNaNNaNNaN--0.050.050.00.0--NaNNaNNaNNaN--90.29.80.00.0--- Total %0.00.00.00.0-0.00.02.42.40.0-4.80.00.00.00.0-0.085.99.30.00.0-95.2- PHF0.0000.0000.0000.000-0.0000.0000.7500.5630.000-0.7500.0000.0000.0000.000-0.0000.7190.7290.0000.000-0.7630.768 Lights0000-00890-170000-03193300-352369 % Lights-------88.9100.0--94.4------99.194.3---98.698.4 Mediums0000-00100-10000-03200-56 % Mediums-------11.10.0--5.6------0.95.7---1.41.6 Articulated 0000-00000-00000-00000-00 Trucks % Articulated-------0.00.0--0.0------0.00.0---0.00.0 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----0.0-------------------- Crosswalk Pedestrians----1-----0-----0-----0-- % ----100.0-------------------- Pedestrians Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 4 DRIVEWAY \[SB\] OutInTotal 3280328 303 000 000 000 3310331 00000 00000 00000 00000 00001 00001 RTLUP R 900009 000000 U OLD HENSLEY LN \[WB\] Peak Hour Data Out 3533 T 9000180002 60003000L 360366319322 Total 1817 In 05/17/2017 7:15 AM L0000000001 50002000 T In 3335 Ending At 352357 05/17/2017 8:15 AM Total 5350 Lights U 0000000003 810009000000 R Mediums Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 00000 00000 00000 00000 00000 00000 000 000 000 000 000 000 OutInTotal Northbound St. \[NB\] Turning Movement Peak Hour Data Plot (7:15 AM) Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 5 Turning Movement Peak Hour Data (3:00 PM) DRIVEWAYOLD HENSLEY LNNorthbound St.OLD HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 3:00 PM0000000110020000002460003032 3:15 PM000000030003000000630201114 3:30 PM00000009102100000008430008797 3:45 PM0000000801090000002120002332 Total0000000212122400000013514020151175 Approach %NaNNaNNaNNaN--0.087.58.34.2--NaNNaNNaNNaN--89.49.30.01.3--- Total %0.00.00.00.0-0.00.012.01.10.6-13.70.00.00.00.0-0.077.18.00.01.1-86.3- PHF0.0000.0000.0000.000-0.0000.0000.5830.5000.250-0.6000.0000.0000.0000.000-0.0000.4020.5830.0000.250-0.4340.451 Lights0000-002021-230000-01321302-147170 % Lights-------95.2100.0100.0-95.8------97.892.9-100.0-97.497.1 Mediums0000-00100-10000-03100-45 % Mediums-------4.80.00.0-4.2------2.27.1-0.0-2.62.9 Articulated 0000-00000-00000-00000-00 Trucks % Articulated-------0.00.00.0-0.0------0.00.0-0.0-0.00.0 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on----------0.0-------------- Crosswalk Pedestrians----0-----2-----0-----0-- % ----------100.0-------------- Pedestrians Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 6 DRIVEWAY \[SB\] OutInTotal 1340134 303 000 000 000 1370137 00000 00000 00000 00000 00000 00000 RTLUP R 200002 200002 U OLD HENSLEY LN \[WB\] Peak Hour Data Out 21201514 T 00010001 50003000L 169174132135 Total 2423 In 05/17/2017 3:00 PM L0000000001 40001000 T In 1314 Ending At 147151 05/17/2017 4:00 PM Total 3937 Lights U 1000010002 1000000000 R Mediums 2223 Out OLD HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 220000 000000 P ULTRP 00000 00000 00000 00000 00000 00000 000 000 000 000 000 000 OutInTotal Northbound St. \[NB\] Turning Movement Peak Hour Data Plot (3:00 PM) Count Name: 4 - OLD GRAM Traffic NTX Inc. HENSLEY LN @ DRAPER 1120 W. Lovers Lane INTERMEDIATE Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 7 Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 1 Turning Movement Data JERRY WAYNE COMBESTNEW HENSLEY LNOLD HENSLEY LNNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:00 AM000000191001110000107000719 7:15 AM502007019400230010010120001243 7:30 AM2070090303003310000108000851 7:45 AM3050080205002500000013280004174 Hourly Total100140024178130092201003135500068187 8:00 AM0010010176002300000010250003559 8:15 AM1000010940013000000570001226 8:30 AM00200202012003200000027000943 8:45 AM30300601270019000000470001136 Hourly Total4060010058290087000000214600067164 9:00 AM0000000000000000001000011 *** BREAK *** ------------------------- Hourly Total0000000000000000001000011 2:30 PM9010010082001000000009000929 2:45 PM100011014100150000001170001834 Hourly Total10010111022300250000001260002763 3:00 PM100001020200220000001130001437 3:15 PM302005120100221000014111001644 3:30 PM100200121222002500000013352005087 3:45 PM10200309400130000005250003046 Hourly Total15060021271900821000012384300110214 4:00 PM202004018400220000005140001945 4:15 PM310220053025120037000000102010031121 4:30 PM0000000000000000000000000 Grand Total72051011233272700034530100474245400323795 Approach %58.50.041.50.0--0.978.820.30.0--75.00.025.00.0--22.975.91.20.0--- Total %9.10.06.40.0-15.50.434.28.80.0-43.40.40.00.10.0-0.59.330.80.50.0-40.6- Lights720510-1233238680-3093000-37123640-311746 % Lights100.0-100.0--100.0100.087.597.1--89.6100.0-0.0--75.095.996.3100.0--96.393.8 Mediums0000-003420-360010-13800-1148 % Mediums0.0-0.0--0.00.012.52.9--10.40.0-100.0--25.04.13.30.0--3.46.0 Articulated 0000-00000-00000-00100-11 Trucks % Articulated0.0-0.0--0.00.00.00.0--0.00.0-0.0--0.00.00.40.0--0.30.1 Trucks Bicycles on ----1-----0-----0-----0-- Crosswalk % Bicycles on----100.0-------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ----0.0-------------------- Pedestrians Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 2 JERRY WAYNE OutInTotal 139123262 505 000 000 000 144123267 5107200 00000 00000 00001 00000 5107201 RTLUP 7068 R 0002 000000 U NEW HENSLEY LN \[WB\] 272238318308 Out 34 T 0000019 1003000L 457174 603649 Total 345309 36 In 05/17/2017 7:00 AM L300003000 1008100 T In 11 Ending At 311323236245 05/17/2017 4:45 PM Total 663617 45 Lights U 000000001 000400004 R Mediums 34 Out 292326 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 03000 00010 00000 00000 00000 03010 7310 011 000 000 000 7411 OutInTotal OLD HENSLEY LN \[NB\] Turning Movement Data Plot Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) JERRY WAYNE COMBESTNEW HENSLEY LNOLD HENSLEY LNNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 7:15 AM502007019400230010010120001243 7:30 AM2070090303003310000108000851 7:45 AM3050080205002500000013280004174 8:00 AM0010010176002300000010250003559 Total1001500250861800104101002237300096227 Approach %40.00.060.00.0--0.082.717.30.0--50.00.050.00.0--24.076.00.00.0--- Total %4.40.06.60.0-11.00.037.97.90.0-45.80.40.00.40.0-0.910.132.20.00.0-42.3- PHF0.5000.0000.5360.000-0.6940.0000.7170.7500.000-0.7880.2500.0000.2500.000-0.5000.4420.6520.0000.000-0.5850.767 Lights100150-25082170-991000-1237100-94219 % Lights100.0-100.0--100.0-95.394.4--95.2100.0-0.0--50.0100.097.3---97.996.5 Mediums0000-00410-50010-10200-28 % Mediums0.0-0.0--0.0-4.75.6--4.80.0-100.0--50.00.02.7---2.13.5 Articulated 0000-00000-00000-00000-00 Trucks % Articulated0.0-0.0--0.0-0.00.0--0.00.0-0.0--0.00.00.0---0.00.0 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 4 JERRY WAYNE OutInTotal 402565 101 000 000 000 412566 1501000 00000 00000 00000 00000 1501000 RTLUP 1817 R 0001 000000 U NEW HENSLEY LN \[WB\] Peak Hour Data Out 86828481 T 00040003 60000000L 2323 192198 Total 104 99 In 05/17/2017 7:15 AM L0000000005 20002000 T In 94967173 Ending At 05/17/2017 8:15 AM Total 188180 Lights U 0000000008 4000000000 R Mediums 98 Out 102 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 01000 00010 00000 00000 00000 01010 011 011 000 000 000 022 OutInTotal OLD HENSLEY LN \[NB\] Turning Movement Peak Hour Data Plot (7:15 AM) Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 5 Turning Movement Peak Hour Data (3:30 PM) JERRY WAYNE COMBESTNEW HENSLEY LNOLD HENSLEY LNNEW HENSLEY LN SouthboundWestboundNorthboundEastbound Start Time U-App.U-App.U-App.U-App.Int. LeftThruRightPedsLeftThruRightPedsLeftThruRightPedsLeftThruRightPeds TurnTotalTurnTotalTurnTotalTurnTotalTotal 3:30 PM100200121222002500000013352005087 3:45 PM10200309400130000005250003046 4:00 PM202004018400220000005140001945 4:15 PM310220053025120037000000102010031121 Total4402800721742200970000003394300130299 Approach %61.10.038.90.0--1.076.322.70.0--NaNNaNNaNNaN--25.472.32.30.0--- Total %14.70.09.40.0-24.10.324.77.40.0-32.40.00.00.00.0-0.011.031.41.00.0-43.5- PHF0.3550.0000.3180.000-0.3400.2500.7400.4580.000-0.6550.0000.0000.0000.000-0.0000.6350.6710.3750.000-0.6500.618 Lights440280-72171220-940000-0309030-123289 % Lights100.0-100.0--100.0100.095.9100.0--96.9------90.995.7100.0--94.696.7 Mediums0000-00300-30000-03400-710 % Mediums0.0-0.0--0.00.04.10.0--3.1------9.14.30.0--5.43.3 Articulated 0000-00000-00000-00000-00 Trucks % Articulated0.0-0.0--0.00.00.00.0--0.0------0.00.00.0--0.00.0 Trucks Bicycles on ----0-----0-----0-----0-- Crosswalk % Bicycles on------------------------- Crosswalk Pedestrians----0-----0-----0-----0-- % ------------------------- Pedestrians Count Name: 5 - NEW GRAM Traffic NTX Inc. HENSLEY LN @ OLD 1120 W. Lovers Lane HENSLEY LN Site Code: Arlington, Texas, United States 76013 Start Date: 05/17/2017 817.265.8968 Page No: 6 JERRY WAYNE OutInTotal 5272124 303 000 000 000 5572127 2804400 00000 00000 00000 00000 2804400 RTLUP 2222 R 0000 000000 U NEW HENSLEY LN \[WB\] Peak Hour Data 138134 Out 7471 T 00030004 0003000L 103033 222232 Total 9794 In 05/17/2017 3:30 PM L1000010003 70004000 T In 9094 Ending At 123130 05/17/2017 4:30 PM Total 235228 Lights U 0000000007 3000300003 R Mediums 99 Out 102 NEW HENSLEY LN \[EB\] Articulated Trucks Bicycles on Crosswalk Pedestrians P 000000 000000 P ULTRP 00000 00000 00000 00000 00000 00000 404 000 000 000 000 404 OutInTotal OLD HENSLEY LN \[NB\] Turning Movement Peak Hour Data Plot (3:30 PM) Wylie City Council AGENDAREPORT August 8, 2017 Work Session 1 Meeting Date:ItemNumber: (City Secretary’s Use Only) City Manager Department: Chris HolstedN/A Prepared By:Account Code: August 1, 2017N/A Date Prepared:Budgeted Amount: Rate Study Exhibits: Subject Hold a work session to discuss the Water and Wastewater Rate Update prepared by NewGen Strategies & Solutions. Recommendation N/A Discussion NewGen Strategies has completed the Water and Wastewater Rate Update. The rate study was last updatein July 2016and new rates were effective in October 2016. The study incorporates the water and sewer capital improvements plan (CIP), outstanding debt service, the proposed wholesale water rate increases from the North Texas Municipal Water District, the transfer to the general fund, and any future utility fund staffing needs. No changes to the rate structure are recommend for the water rates and the proposed 9% increase was verified for all customer classes as recommended in the 2016 study. The proposed increase for the wastewater rate is 7.5%which is a decrease from the proposed 9% adjustment in the 2016 study. (Rev 01/2014)Page 1of 1 В͵ЉЉі В͵ЉЉі В͵ЉЉі В͵ЉЉі В͵ЉЉі В͵ЉЉі LƓĭƩĻğƭĻ tƩƚƦƚƭĻķ wğƷĻ Ў͵ЉЉі Б͵ЎЉі А͵ЎЉі А͵ЎЉі А͵ЎЉі А͵ЎЉі LƓĭƩĻğƭĻ tƩƚƦƚƭĻķ wğƷĻ Wylie City Council AGENDA REPORT August 8, 2017 Work Session 2 Meeting Date:ItemNumber: (City Secretary’s Use Only) City Manager Department: Chris HolstedN/A Prepared By:Account Code: August 1, 2017N/A Date Prepared:Budgeted Amount: Letter Exhibits: Subject Discussion of a Request for Market Adjustment effective September 1, 2017 from Community Waste Disposal Recommendation N/A Discussion A Solid Waste and Recycling Contract renewal was approved with Community Waste Disposal (CWD) effective September 1, 2013and Section 14.02 of the contract outlines the process for rate adjustments. A rate adjustment can be requested based on the consumer price index (CPI), the price of diesel fuel as reported by the Department of Energy, and the disposal costs of the Garland, Texas landfill. CWD has requested a rate adjustment as outlined in the attached letter. The proposed CWD residential trash rate of$8.92/month is a $0.29 increase or3.36%.If the rate increase of $0.29/month is passed onto the resident,the new monthly rate billed including administrative cost would be $12.18 which is a 2.44% increase. See below for a list of residential rates of surrounding cities. RateAdd. Cart Wylie (prop.)$ 12.18 $ 3.73 Murphy$ 12.62 $ 7.80 Sachse$ 13.36 $ 6.34 Garland$ 19.58 $ 6.10 Plano$ 16.10 $ 13.25 Allen$ 15.59 $ 8.89 McKinney$ 15.36 $ 6.60 Frisco$ 11.50 $ 8.50 Rowlett$ 15.65 $ 7.72 (Rev 01/2014)Page 1of 2 Page 2of 2 /5/źƷǤƚŅǤƌźĻ ϔ/ǒƩƩĻƓƷtƩƚƦƚƭĻķ/ǒƩƩĻƓƷtƩƚƦƚƭĻķ /ǒƭƷƚƒĻƩƭwğƷĻwğƷĻLƓĭƩĻğƭĻіLƓĭƩĻğƭĻwğƷĻwğƷĻLƓĭƩĻğƭĻіLƓĭƩĻğƭĻ Residential15,137$8.63$8.92$0.293.36%$11.89$12.18$0.292.44% AdditionalCarts2,305$3.62$3.73$0.113.04%$3.62$3.73$0.113.04% Commercial 8CYContainer$128.44$132.60$4.163.24%N/A 35CYCompactorHaul$539.51$554.69$15.182.81%N/A