Ordinance 2025-07 ORDINANCE NO.2025-07 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF WYLIE, AS HERETOFORE AMENDED, SO AS TO CHANGE THE ZONING ON THE HEREINAFTER DESCRIBED PROPERTY, ZONING CASE NUMBER 2024-10, AMENDMENT TO PLANNED DEVELOPMENT 2001-28 TO ALLOW FOR A TELECOMMUNICATION USE ON 0.055 ACRES; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A SEVERABILITY CLAUSE;AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the Planning and Zoning Commission and the governing body of the City of Wylie, Texas, in compliance with the laws of the State of Texas with reference to the amendment of the Comprehensive Zoning Ordinance,have given the requisite notices by publication and otherwise,and after holding due hearings and affording a full and fair hearing to all property owners generally and to owners of the affected property,the governing body of the City is of the opinion and finds that the Comprehensive Zoning Ordinance and Map should be amended; NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE,TEXAS: SECTION 1: That the Comprehensive Zoning Ordinance of the City of Wylie, Texas,be,and the same is hereby, amended by amending the Zoning Map of the City of Wylie, to give the hereinafter described property a zoning classification of Planned Development(PD), said property being described in Exhibit A(Legal Description),hereto and made a part hereof for all purposes. SECTION 2: That a Zoning Exhibit and PD Conditions are an integral component of the development of the property and are attached as Exhibit B and Exhibit C. SECTION 3: That all ordinances of the City in conflict with the provisions of this ordinance be, and the same are hereby,repealed and all other ordinances of the City not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 4: That the above described property shall be used only in the manner and for the purposes provided for in the Comprehensive Zoning Ordinance of the City, as amended herein by the granting of this zoning classification. SECTION 5: Any person, firm or corporation violating any of the provisions of this ordinance or the Comprehensive Zoning Ordinance, as amended hereby, commits an unlawful act and shall be subject to the general penalty provisions of Section 1.5 of the Zoning Ordinance, as the same now exists or is hereafter amended. SECTION 6: Should any paragraph, sentence, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional,illegal or invalid,the same shall not affect the validity of this ordinance as a whole or any part or provision thereof, other than the part so declared to be invalid, illegal or unconstitutional, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 7: This ordinance shall be in full force and effect from and after its adoption by the City Council and publication of its caption as the law and the City Charter provide in such cases. Ordinance No.2025-07—Verizon Telecommunication Tower Page 1 of 2 SECTION 8: The repeal of any ordinance, or parts thereof, by the enactment of this Ordinance, shall not be construed as abandoning any action now pending under or by virtue of such ordinance; nor shall it have the effect of discontinuing, abating, modifying or altering any penalty accruing or to accrue, nor as effecting any rights of the municipality under any section or provisions of any ordinances at the time of passage of this ordinance. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, this 28th day of January, 2025. f� tthew Porter,Mayor 4 ATTEST: r � Stephanie Storm City Secretary Date of Publication: February 6,2025,in The Wylie News Ordinance No.2025-07—Verizon Telecommunication Tower Page 2 of 2 SMIL1830£.`40 W) Y-7 064,574 n ----------------------- ----------------- glE LESSEE' PROPOSEDW ------ I-A WIDE UTILITY&FIBER EASEMENT 3"07' LESSEE'S PROPOSED 75 A TV PREMISES —NITYIMP(NTS) Z Gt 'y"LO4IG'm we_ql 0, 5 co�Rv EASEMENT M—J—GF�,0 PRRPC C T I PO8 (oe.CA',Eosy"7) X-2,—", Y-I...3!04S 1. ELENEF LECOANET,WHEREBY CERTIFY TOMLIE UNITED METHODIST CHURCH.&CELLCO PARTNERSHIP UWAVERIZONVAR LESS,THAT THIS SURVEY VIAS MADE BY Aria I ME OR UNDER MY DIRECT SUPERVISION, NE T—E ON HE GROUND LINE. OISTA.E ARING OF THE LESSEES PRO�EO IVX71' REM'SE.THE Ll LESSEES PROPOSED ID VA OE UTILITY 6 FIBER EASEMENT IS .1 AND THE LESSEES PROPOSED 24 WIDE ACCESSAND FIRE LANEEASEMENTHERE IN DESCRIBED.AND THE RESULTS OF L3 c l- SAID SURVEY ARE REPRESENTED HEREON TO THE BEST OF L. 4 MY PROFESSIONAL KNOWLEDGE AND BELIEF T Ll SO Tll LESSEES PROPOSED 2N—E I L, ACCESS 9 IR F ELANEEASEMENT 10 .11 "L L13 Ll. w ."Z Z c1=1wr 1. amr««mar arwr.m.r wwrsossrar d,wrau.,w.nwxaoc,aww..oe oo-wrnsrrw..wc.sa rwoxra wsxwor„,««x rwm mowawawuaa.satr,orKen utw ux rErsewa.mw psma.c.rwaruwwsaa CGS2 ;aa5 T—F IDEDIIA IED 8 Y I C-1 LI-1. RADIUS XLIA —DIRECTION C�IORDLENOTI cl w .11 N-- veri.zoml w 11 1— —Al T IT 10'WAT£REA$EWNr 4*O/G'EvdyPUr) MAE. ABBREVIATIONS 06,0/CA Ito dyIiLAl FOR smttrPWp0SE$ -—--—--—--— MCMILLEN DR PLA TADDIRON SURVEY LEGEND OVERALL PROPERTY MAP (PU&CROK9 UDTI.—A '=N" —LIAM PATTERSON SURVEY,ABSTRACT NO,716 E COLLIN COUNTY.TEAAS M=T. APRIL 2024 I, AC 10.N .. NORTH VICINITY MAP ❑APPROVED ❑DENIED STAFF O verizonvDRIB ar N ® P&Z Dote mnia: NEIGHBORHOOD/G • PROJECT See the Staff Al,l—I left,E w P&Z I—It Memo I,any co0dilio0e osx lled:ith the opp,,Yol of this project. W a NEW PROJECT SUMMARY TELECOMMUNICATION SITE INFORMATION I ACGIJ 24-4113 JURCELL SITE DOC N NCY. NMANN CWNIY DRAW BY: UH OCCUPANCY.LCOLLINED ZONE:PO 2MI-28 CHECKED BY: c:: Site Location CONSTRUCTION TYPE:NEW CELL SIZE MONOPO E TOWER COORDINATES: 33.033609,-96.569970 91E D' SITE NAME ELEVATION:547.3'A.M.S.L. :71<"o" COUNTRY CLUB RD PROPERTY OWNER „24 2DNNE DNA.AI.. DI /11%PL 7oMNf.WYLIE UNITED dED METHODIST CHURCH � 1401 COUNTRY CLUB RD WYLIL TK 75098-7704 VERIZON SITE: PHONE:972-442-5835 FRANCESCA DR) MERTZAPPLICAN NTY MKWAYSTE 1W L L P R O SCHERTZ,TX.78154 DHBomnw"� SURVEYOR eez 73,"ems ee SITE ADDRESS 3D a4-676 DESIGN&ENGINEERING,INC. .e..Lo,.�o`.11 DEPAR1451 COUNTRY CLUB RD 21502 MENT E MINTEERR MOIST CT SURE NG CYPRESS TX 77433 II/21/2/ WYLIETX. 75098 2) PHONE:(83 5ID-9621 INFO0300NEC'I" COLLIN COUNTY ENGINEER CONSULTANT k�D LLP O CNSULLTING GROUP,IN SURE 204 ENLARGED MAP33.033600°, -96.569970° 9DILIAS,TEXAS 75243 NORTH OFFICE:(972)231-8893 VAC:(566)364-8315 CONTACT:CHIYU 2NANG,PS. i APPUCABLE CODES: 'N9No,ems"°"` # LEGAL DESCRIPTION N.�Lo E° �°TH '°E`N axD cE TMmLocEL coW H o.ND D_ K.,an,,,,.µ ILAIS IOOP,E Y ENOT CONF`IN AMI G TO COUNTRY CLUB RD BEING A LEASE AREA CONTAINING 0.055 ACRES 2,400 SQ.FT. x � �,E BLMND N ( ) c GOT (VERIZON SITE: 3. A T]H ON L TEST EDP LOCATED IN THE F DEL PINA SURVEY, ABSTRACT N0. 688, COLLIN oT T ODDE FRANCESCA DR) COUNTY, TEXAS, AND BEING OUT OF AND PART OF LOT 1, BLOCK A IN, THEE A ONAL Do L Kooc a re:T EDITIw s: N ,CANLI DN s L«"KeEH,EDITIONS CNIINER OF THE WYLIE EAST HIGH SCHOOL ADDITION AS RECORDED IN PLAT M`a"o1S°c°EOoo -LIE UND METHOD15 BOOK 2008, PAGE 138, PLAT RECORDS OF COLLIN COUNTY, TX, SAID O�NNWTIONI cOD[(202 FC) CHURCH t rw••Ary.0 LEGAL DESCRIPTION 63.5-ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES SHEET INDEX _"E UNITED METHODIST jt CHURCH,BLK A.LAT 1 y AND BOUNDS T-t COVER PAGE 5%', sq.PE. T VOLUME 99-0OJ%01 Site Location AS FOLLOWS WITH ALL CONTROL REFERRED TO THE TEXAS STATE PAGE 4306-2W n PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH Sv-t SURVEY(BY OTHERS) WONRCpWlTV AL AMERICAN DATUM OF 1983: Z-t OVERALL SITE PLAN Z-2 ENLARGED&COMPOUNDAANDSCAPE PLAN ANwa «:M s. Z-3 ELEVATION/ANTENNA LAYOUT PLAN ,i VERIZON EQUIPMENT AREA Z-4 SITE DETAILS 1451 COON TRY CLUB RD t Z-5 SITE DETAILS WYLIE,IN 75098 NEW 375 SQ.FT. VERIZON EQUIPMENT AREA STD-00 R CITY NOTES COLLIN COUNTY CITY OF WYLIE STANDARD CONSTRUCTION DE TAII S DATL BypyH SCOPE OF WORK: `` ` TEXAS ONE CALL NEW CELLULAR COMMUNICATIONS SITE e EE,P7 E ' Asas Ls TITLE PAGE WITH 100' HIGH MONOPOLE TOWER PONE BEf0RE DIGGING' PHHONE.(800)545-6005 INDEPENDENT LOGIIDRS 5 ET NOMHEA NEW 8'HIGH CMU WALL -NEW CELI SITE COMPOUND TO BE USED ON ALL SITES - Q NEW ELECTRIC&FIBER sERWCE To SITEpKUe� T1.1 -NEW COMMUNITY RACK FOR POWER/ABER DEMARCS THESE DRAWINGS ARE SCALED FOR 24"X36.. SHEET _— - _ PERD — FND I W RED PLASTIC CAP'KNA' ® NSB"WWW,,SIO.SB' X-2.SBO,z2&]e SB9'1BJO E,SIO a'/ _ .___.__ _-__ _ - _— - Y-7,01UI 574.M ,wcn,zsx�srxowslo rsamrarwxzcu,wxwc o,nr nwrsnmmsm,rtrttn ,Fxr x.tsxt's wmaxom wa umm.wo rww wwwr co-ru,wonn wra a two�«n.rowrxt ri.w wrrtasrw xxvtr Assmurro n4<wrx«wn Tram.wrusrztr,orrwor«u[onrrwtzrrnrr[wrswre..wr,urrq rn rt..mwo,wew,arorrr or ror�e,«xn.�e monwtr,ur uewwa ut maxmxrr rtrs wornewraww errs zm�r«xwr.rs wwrrerr rwrru,wwx[uxnw ut,xeos,.wrwx u,tcwowwxartwae.rnm tnm sxxwo-rxs rxu nniwwxtuxirFoutrrowsr crxwnr,scmmownu x<u, rwmr,cw wwa,tcwoawnu mwzarror wuxcwxrr woo�sue[ ,w[mwrwarcw,w„axzcwmw,wrmn,rrwuxtxrann r[ra wo - __cwcurocrcwo-aar,arnmrr xrwa twaxrxric nn„xw,w,rtn»c..wwtwvxnrwr�,axww.rttx ew�r,rwwrwro.l ra.wx,,e:xow.rwr.z u xw»uMrw,t,unwiwr+,,r nx,,ruastc.rrsx n,mwwroxr in.xrxx,rw.cro•o-erttm,.r«row c uo'.wrcww,,nrwsozrsxur x rrntwrtar omtm w.uswnrn rws[,w mi,rr.cNo or,rorgour.o,rw orrrxuwaw.cmnrt[wm x ct.rw o.,wwuirorrruw wxtt[o-wi xaxw[a[rr xowcmarvwnmnrrmxrnrrr wxo-[wx[rowclrram l.ro-.raz vur«wtwvlxnirr.,r u.rrrmAtz.r w,rr,xwawxtw.c,.xnwrrruirxss..r�w m,w,rtteu ro wnrnrtn,sixouu,ro�cu.rrsx,r,a«nwrro or rmx.ruwsr,cwr..0 a ow,rs,.tou[.a�nmuo.zw n,rnrtsn arr owxmr�ar[,t°rrrr.rtwwnrcn[ �r[sar rwt.r.c�orao,.mgwmwrxw wr,rrnmrwraenw rr nsr,wr..r�rwrwuxwa[u��rxmwurxt G_ -______.--'______________ EASEMENT LESSEES WDE UTILITY&FIBER EE _ f s rxtxt,twaxxro„wr mts»vromswr nmrm,ro rrRxwrx cwx[ew arxs wetx«xwvorwr n /.� .`��553'31'23'W 1 1 m[rx«roz wr nwrzn ro wttrrcww,a rawrn.uut eownv,ani cwro-wn.rxtwrwrrrwtar wowrr moues - .'I / 3"07' a[o`wiw co:iwmwrn«uw[an.vvmuture[nvuw [r ro rw zwrw rorsurwrr cvxzaor xtnc,swax x.ww van vv r .[ouws,z. I ,.Y LESSEE'S PROPOSED .wrvarw xwwotxs.so r,wr 25'X r5'PREMISES��/ I I 1 [awvcaxmwn mr..[[r ro rw awrx care I J j�,lJ �I VIGMTrMAP(.T&1 & ® aw[�arxmv,mor,ur n ro rxs�r a I 1 / \ I 1 I I POWER CINE EASEMENT TO TEXAS POWER LIGHT COMPANY ,sa.,mrocm.,wroo n[umarrtvr vw,[u[narwo x s ,,i \ \ 1 I'INS10t PHt)F'EHI YAL OIVG E.M 1378 cconmrmrt arms xwrx cwr,utmt nma w,rxrwmw mrwar� nx.t (V 5"COSERVGASEASEMENJ (VUI.UMF 3XI PAGE ti3J,OPRRPCC.TI POB �, BI f1k,DCATEOBYPIAT/ r ,.:tmrnaitr r rn•sr,»w� xrc.nut wr[como.mrs xmu[a %2559.Sz<.97 1 1 \ Y-7,080.35() }p JF I \ I I 1 1 I coww,t west or,.rsmtmn,n.rmrrmon rwcr,w.mxm,e mrt I � i 11 B� d�' I A\ � I mm nxrvmawr nmrurio rx[xmrx cwxwa 1 r HELENEF LECWNET.DO HEREBY CERTIFY TO WYLIE cot aso uc xo-m wr mm r[tr roxrw,rxtrrwrr 1 I 1 fl UNITED METHODIST CHURCH.&CELLCO PAgTNERSHIP 1 I I D/BIA VER120N WIFELESS.THAT THIS SURVEY WAS MADE BY neLE BFrsR Nc 1 1 1 1 I ME.OR UNDER MY DIRECT SUPERVISION.ON THE GROUND IS. 1 \1 1 OF THE LESSEE'S PROPOSED TS'XT5'PREMISES,THE I 1 1 4 ; _ LESSEE'S PROPOSED 10 WIDE UTILITY&FIBER EASEMENT wr vsr rttr ,west wo onrnc[a swrx w moe[Ls a xrur[s v xco-os I ` " AND THE LESSEES PROPOSED 24'WIDEESBAND <}f�a LANE EASEMENT HEREIN DESCRIBED.ANDD THE RESULTSS OF SAID SURVEY ARE REPRESENTED HEREON TO THE BEST OF wr.srr.tr ,west wo oursrctaswm or«wxsm v.urtsm...ws nWyX�,,1 i]� \/� /� 'J fll� I MY PROFESSIONAL KNOWLEDGE AND BELIEF EFIwwnrwtwowrwoe xwmwrwrrwrwa mtnwtwaxwwrw.cr Ll mW WO0 FE r x 17 Wn �]wn ' W LESSEE'S PROPOSED 24'WDE I mLL,u mwwswa swrttr o,unro oosrw..mawr mmmtm nrwrm s � ACCE556FIRE LANE EASEMENT 1It 5 year / I r �' O cuw.rwt wowuxwrxwrwrrcwxt,or,xt xwtxotx,nw nut r or b5, ry L - / xromswr nnrur .nest ro on.wct a xwm n awns a vw.ts u I '!OWAIEREASEAIEvr f 1 I m j wAiEEOBYPL J4 r rc.wxrw wwnrwt I 1 V q rxoxwuwrwrr<mr,a us xF,w wxeutorwcr 1 i I ' � 1 � 1 � I ��"LI, mar Nb OS'WW rwxctzrrwr.uvrc.w,.s ra in aiuw ixwxuncexrw rmsm r«wns,> L15 ?m 4' Na]5['tPE 1 � I vruns r ax«m row wrwz.tort,or,xt xwzx mxwro r,ur z wssrtur,urm wrrn[a wowwwruut rrwx rxt / I F ,wo it v,rn co-vo-wrx,xt wnur w[awo wrrxamx wo wets xwronrwsa rmrtu w,x Lt& t,SW iwmxw mn ntr wonrvm cxwouwxc wo mn.xcr o,wxrxrawttssr NM'W ME I I YI I VS VXf FOR COUNIv USE ONLI vwnavxcaxoe wrmurtu u2 mar 9W WIy4 l I m I1HE211]'lrf,&liRTrGS]IM ,rarw«.wo 1 r4 acarA rr,rw rr rar wrrr.w,v[,ar rxt x[nsixmxnatorw.r I � 12G)1lOiis lRACr 1 1 R.IJ&GbYRMGEIIJ yl wrwmr[[r ewwe wo osrexcsa awrx r�otawnr wwns naxau I I I � 1 rar-��lMt lO �I h I�y n ronr a I I � � � Ly AffLBC1C]YAIIIFMGEHEV �I I d werxrw[x,D swr wssr[e.carts or rx[xseFw o[xe ro nncr I I GLARRP.CGT rCl -- >O'ONL'OR ELECTHIL'EASEMENJ R4q"60.'}.ADIIR➢ �� 1,F IOEO/GTED BYP[AT/ 1 ry, ...r rn t •wwo wo o�n.wt or swrnrmw[[s»rrwr[:.axwma c LnssN ��so[msrL N MaE� i � � ', I$�, ■ _ J rmw.r.�rwmnwr..m.,a xwtwax,rnr,wr x.mwr a C2 52W p� ., ver�zonV IF CI m31' &W rar 9os m4ry &4O 1 rrwo ro osrrc.ww,mm mmttsvvwrts,e stco-oa u 250Y 2,W m Nls ss42E msr OOE F wsar mw r[n ,ronraxro.ww.r,r.[ war u o li I e I.NO 1 - mil` I I �Iv xl m.lcm wmawrxw[snu.cwxtaw rxt neacx wxx vc.wur I. i - `I 1 �% eRFPARER t 11 ,V I III ncwmra«xr.wrcoµru,[an[nmswrtrtnomsrro�rmio rwswnrsa Cp bar 30W OF t Nys4C m]C � ..___�- -, fO'WATEREASEMENT su sro xslr I - I i 1 - ✓I /UE/JIG IEUtlYPLA71 i Ixas�R�iorEi lLio�r 3DD8E m I I _ �MF!&YI AL>711tlVYMl.A-i 1 r zowrwo-rsaur . en rxt wwwwaxctrr 1 - rows. I - I � nws,.rw rrww,rt xswwru 1 1sBWLD/NU'SETB4CA rt.mox 1__ __<________________________J ru,nwm ABBREVIATIONS �------'---`-- - ---- ' 1 _` I UEOlCAIlO tlY PUTPOR ns.Mtxrt vxr r i�owmur,n.,rrt,t.mwtxri west u%�I� (A STREET PURPOSES wry MaZnomr uu.cx (AM&'73MJ'W.63935'% MCMILLEN ROAD PLAT ADDITION SURVEY wwewxr.rr LEGEND OVERALL PROPERTY MAP (PUBLIC ROW) EDT,ROORA LF r.e rest etrwww, NLu ep[wlsEs-- - E Mt N50 WILLMM PATTEN SURVEY,P65TNACT N0.II6COUNTY.11� RSON COUNTY.IENAS r. utn UE.. r r WREL 2024 FLOOOPINN NOTE. ACCONDING i0 FLOOD INSURANCE RATE W NEW OVER HEAD POWER SERVICE ROUTED (FIRM)MAP NO.4BOB5C0—DATED G/2/2W9 EMSTING NEW Y SCHEDULE 80 PVC CONDUIT W/PULL iHRWCR NEW UTILITY N EASEMENT R (E) PREPARED By FEDERAL EMERGENCY WVNGEMENI B.W.FENCi STRING FROM NEW VERIZON FlBER HANG HIXE POWER 1.Ai ROW i0 NEW COMMUNITY RACK EkISHNG MANHOLE AGENCY(FEW)FOR COWN COUNTY,TEXAS,THIS EMSTING PROPERTY LINE TO NEW MEET-ME-POINT(MM.P.)FOR FIBER (APPROX.LENGTH:f301')(PENDING UTILITY WALK) PROPERTY R WITHIN ZONE'X•AREA Of YINIWL I I O FLOOD HAZAAD'. (APPROx.LENGTH:tJ41') s�� �_y _ NEW O AR IB GC TO VERIFY LOCATION TONER DEI(N PENDING BY OTHERS / I I )I EMSTNG PROPERTY N ____ ____ —— --- r�- UNE/ROW FINE ■— SIR UN AN IW<NOTE' ———__————_—_E)——————— 15 ENDINGS`1HE TOWER OR STRUCTURE —(E)BUILDING LINE-- NEW 20'FIBER UTILITY I / rcII - I I IS PENDING By O1HER5 FlBER EASEYENi � Ofij pIP. <�0 EXISTING UTILITY POLE h / I�.. OH POWER LINES MLN Nl A c NOTE(PM REQUIREMENTS) / / I-- /---- /\ -- IS PENDING RY O1HFR5 NO EVJNNENE TO BE INZTALTLN ON THE MOUNT V l NTHOUT THE APPROVAL OF A STRUCTURAL ' ENGINEER ACCA� 21-4113 .NEW VERIZON RACK O �O• { EXERCISE CA FO WHERE R DURING UTILITIES GROSS, TO k RD EQUIPMENT ,'y' O• 0 I ICONSULTING GRgN,INC IS NOT U B E FOR DAMAGE' NOTE S k DURING THIS TYPE OF CONSTRUCTION RD GONG MLL DRANK BY: DR SITE SLIGHTLY ASI&E FROM PUBLIC STREET, l(E) / BE REQUIRED PRIOR TO CONSTRUCTION OF ME ROAD MASWRY—L/GATE PROVIDED FOR SCREENING PASTURE pp4,p �� O / i // I TO DETERMINE ACTUAL DEPTH Of THE GAS PIPE, CHECKED BY CZ NOTIFY Al-PRO IF THE DEPTH DOES NOT MEET THE NOTE: pCi•'O "9•S•'� REWIRED MINIMUM SPACING FOR A REDESIGN.MAINTAIN REgMRED SCREENING IN STRIP AT LEAST I `�c}� O•'WPK^ I I MINIMUM 3fi"OF TOP SqL ABOVE EMSTING GAS LINE. 1 W 0/SIT LLCADGN CHArvG[ 5'AIDE,PLANTS S IN HEIGHT WHEN ZOIMIC DRAM'.:.PCVSDn RUNT D,INCLUY 20 DE ONE EAR fFLOEET FLOWERING G NEE � / 'B• I � / // 3 it/I//2A ZpING_D"MFOR ', NEW ZS'%75'LEASE AREA, p L I 5,625 SD FT W/MONOPOLE ,YO �I C• O�O•n I I E%ISTIN!< + .i A it/11/M ZDIWG D,:A, NOTE:USE a TWO COMPLEMENTARY PRIMARY TOWER AND 8'ORD WALL \ /r9 / PARKING/LOT ' FACADE MA�FAIALS TO HELP ACHIEVE FACADE (DESIGN PENDING) i :yj / / �•/ �5'COSERV GAS ARTCULATION.VISUAL VARIETY AND/OR ------' I i P ( / EASUMENi(DEDICATED BY ARCHITECTURAL DETAILING COPY SAME STYE ( B• // PLAT) / I. ENRRE 9LWK. DISCLAIMER ---_ \� ( / DEDICATED BY PLAT EASING TREES/WEEDS/BUSH OR ANY TYPE OF NEW 1W'HIGH I L L P R 0 /�A I FOR STREET FIIRPOSESgn . ACCESS ARE i0 BE REMOVED FROM COMPOUND AND MONOPOLE .O �� \ ACCESS ARED. I Dan F Exlsnwc LIGHT PINE ( I w. 'o�2-Ts%.", DISCLAIMER: I \ (iYP.) I I I 112 1-°^" SITE LAYOUT IS BASED ON SITE WANK BY ALLPNO I `° i o I I I � EasTR+G �`::.. c:<�19 CONSULTING GROUP.INC.,ACGIO 23-2299 DATED m 07/19/23,W SURVEY BY 3D DESIGN& I \ I ��MEDIAN FRIGHTENING.INC.DATED I1/06/24 S R,)D. I MMIE W 1M ggST wMnoM NOOM X a/zl/z1 SFAS 9WULO NOT LATCH OR TIE THEIR SDPPCNT LANYAND OR /1 0, RI]fI11s121WODV51210 GEAR ON TO ATERNAS.RADIOS,ALL BYES OF MOUNTS.ETC //� I I I OA.aaP.GCT. II "S APPPUVED BY THE ORIGINAL DESIGN ENGINEER.THEY ter/ R6'-7' UNWI➢ONLY TIE TO THEIR SUPPORT LANIARDS AN IYAN i0 OR I H' f // Vw ,� ATTACH TO TOWN 61flUC1UR.a NUMBERS Tnni HAVE VS L EMS NO MEDIAN W1H PM¢LID.259W2A3 f HOLDING AND CONNECTION TO THE LARGER STRUCTURE. I I f� // UGHT i0 BE TAKEN TO 1 9 �R IO AND CUT THE CURB i0 NONE: // / ` MEET 28'TURN RADIUS. I \ \ III R`1'IF('I/OING- THE LATEST ANTENNA DEITHEGN LATEST IS TD BEE RETFREENTNfIS ACCID Pk. TOWER WORN TO VERIFY WI +: FOR. s. NOTE E%/STING / // / \ V HAND POURED CONCRETE SPALL CONTAIN A LEAST 7 ST:. / PROPERTY ONE / ( DILATE GAS EASEMENT OF CWCRETE I INC WATER \ \ \ \ \ � IF (DEDICATED BY PLAT) EASEMENT \ LIRu ew azu (DEDICATED T) ee \, \ _ COUNTRY CLUB RD // / / �•\ y3-Nl` (VERIZON SITE: �' FRANCESCADR) NEW N WINE �� �` /� EXISTING ACCESS AND LIRE / /�.A FIR V 01VN6t /`/// LANE EASEMENT \\ / /. h" / HYDRANT �...� Ml1'LIE UNO INERT MDDIST LEGEND <` / O MEET CURB TO BE CUT r CHURCH / 1 / / >- ,T�/7,(IN',I�, i0 MEET 28'TURN RADIUS. AI'1MI, :D// •\.rY6i-I' A/ I LeGALOEsuuvrlaN 'V NV.WR.yVI LY WYLIE UNITED MEFMODISI NEW PROPOSED ( / / \\ / j \ ( O CH 5��sQ T 1 Er. (E) EXISIING TI // \ V VOLUME 99-0089601 \ / / PAGE 4AB 2560 CENTER LINE 1 // / / PUT RECDRDb� PROPERTY LINE COIIN CDUNIY,TY X FENCE LINE EASEMENT LINE At>ORESP L OF — OVERHEAD POWER // I RY CLUB RD —OHi OVERHEAD iELCO / (E)BUILDING II UNTY / / p ;���N 75098 COUNTY —OIL OVERHEAD FIBER / n p UNDERGROUND POKER CONDUIT / / N DATEowmm T UNDERGROUND TELCO CONDUIT / NV F UNDERGROUND FIBER CONDUIT // / / J ' SEE —HYBRID- HYBRID CABLE OVERALL SITE PLAN COAX CABLESHEET ,j ® FUEL SIZE PLOT. SCALE.1/32 =1'-0" OVERALL SITE PLAN 0 8'16' 32' 6i HAyl SIZE PLOT: SOME:1/64=V-O' 1 NOTE NOTE:USE OF TWO COMPLEMENTARY PRIMARY SITE SLIGHTLY VISIBLE FROM PUBLIC STREET, FACADE MATERIALS TO HELP ACHIEVE FACADE NEW OVER HEAD POWER SERVICE ROOTED THROUGH MASONRY WNL/GATE PROVIDED FOR SCREENING ARTIGAARON.VISUAL VARIEII AND/OR NEW UTILITY EASEMENT FROM(E)POWER PULE AT NHAND I'lliTWi-Pt UIILILLS CRO55.V TO EXERCISE CAURON ARCHITECNRAL DETAILING.COPY SANE STYLE ROW TO MEW COMMUNITY RACK(APPROX. —T— DUN NO CIMSTRUCUgr,ALLPRO CONSULTING GROUP,INC IS NOT LIABLE NOR ENTIRE BLOCK. LENCTH:1301')(PENDING UTILITY WALK) " FOR UAMAGLS WRING THIS TYPE OF CONSTRUCTION POTHOLING WILL REWIRED SCREENING IN STRIP Al LEAST ----— Q BE REWIRED PRIOR TO CONSTRUCTION OF THE ROAD TO DETERMINE O 5'W10E.PLANTS 3'IN HEIGHT WHEN NEW Y SCHEDULE BIT PVC CONDUIT W/MALL E I AC IUAL UEPIH UP THE GAS PIPE.NOTIFY ALLPRO IF THE DEPTH DOS PLANTED,INCLUDE ONE FLOWERING MITE STRING FROM NEW VERIZON FIBER HAND HOLE I I NOT MEET THE REWIRED MINIMUM SPACING FOR A REDESIGN.MAINTAIN FOR EVTAY 20 LINEAR FEET OF AREA. TO NEW MEET-ME-PONT(M.MP.)FOR FIBER---�---a MINIMUM J6"OF IOU SOL ABOVE EXISTING GAS LINE. _ . (APPROX.LENGTH:1341') I / .= NEW DROP POLE FOR NEW 2U'WOE UTILITY& NSCREEEW NNG STRIP POWER WITH RISER I FIBER EASEMENT NEW 75'X75'LEASE AREA, 5'-0' 46'-9' 23'-3' 5.615 SOFT W/MONOPOLE S TOWER ANO 8'CMU WALL 3' I6'-9'- -15'-6' 5'-6' 3' 3' 5'-0' 18'-3' 20'-O'TURN-AROUND-- ACG# 24-4113 (UESIGN PENDING) DRAWN BY: DR FIBER I eg f P HAND HOLE y CHECKED BY CZ N n 09/10/21 SIT LOCATION C"', E45TING 2 1U/'S)1 2MING DRAWNCRNLCN- PARKING LOT 7 NNt,IHiAWNL RI N9M _ I NEW VERIZON RACK / •.IRAWNL HI NLLW ( &EOUIPMENT p GPZ �J G?A 1 NEW 24'MADE 7IJN{,` L L P R O ACCESS AND FIRE OMWLLTMDtlgV,MD_ . " LANE EASEMENT em B✓ —1. "1A3 I ' 11/21/24 NEW IOU'HIGH _. �MDNaPaE 1 F R I i � I I RFYjFwNZNG, .. 8D 1' NEW 12 MADE GA11 IOC IO PROVIDE {J a KNO%PADLOCK KEYED TO WlIE FD KEY CORE TO BE PLACED ON GATE) o ' 49 NEW vEkI1CN WI OUR EWIPMENi ON NEW b• I - IMC '•o W2Aa 14'-3''xi'CONCRETE PAD W/AWNING I COUNTRY CLUB RD L——— — — — —----———---- --—J (VERIZON SITE: FRANCESCA DR) I I \ 9 4'-0" r--, __ _� � \ \ VVYIIE UNITED METHODIST 46-g CHURCH �-_t• 1p�' MANTLE UNITED METHODIST M` 0 CH 598,381 SQ.FT.T 1 I VOLUME 99-DO-01 COON COUNTY,T% fCCOO,S OF LEGEND NEW PROPOSED CENTER LINE 1451 CODU�LUB RD ` —--— PROPERTY LINE WVLIE,T%75098 95'-0'TURN-AROOND�_ X FENCE LINE COLLIN COUNTY --' — - EASEMENT LINE —DP — OVERHEAD POWER DATE'8�H ONE— OVERHEAD IElCO —ONE OKRNEAD FIBER ENLARGED SITE COMPOUND h NEW 10'WIDE UTILITY& COMPOUND/ NOTE_ FIBER EASEMENT —P— UNDER_ NO POWIH UO LANDSCAPE PLAN HAND POURED COHCFEIF SHALL CONTAIN A LEAST 7 STACKS UNDERGROUND ILLlO I;UN G CONCRETE N FOR 24'X J6'PLO!—3/I6'-1'0 2' 4' 8' :RAWER FOR tl'x T7'ROT-3/32"=I' ® LANCSCAPE/ENLARGED SITE PLAN Z 2 FLOOUPWN NOTE: ACCORgNO TO FLOOD INSURANCE RATE MAP 5'LIGHTNING (FIRM)MAP NO,48095C0415J HATED fi/2/2W5 ROD ___ _ _ OVERALL HEIGHT PREPARED BY FEDERAL EMERGLNCY M>NACEMENI __ _� ELEV.1D5-O AGE AGENCY(FEW)FOR COLUN COUNTY,TEXAS,THIS O PROPERTY IS MEIN ZONE"X''AREA OF MINIMAL FLOOD WARE' TOP OF TOWER NEW PV ELEV.tOU'-0'AGL MONOPOLE —- SECTOR MOUNT ■� NOTE:SITE LAYOUT 5 BASED, ON SITE WAX BY NEW VERIZON ANTENNA CENIEEWE ALLPHO CONSULTING GROMUP,MC., 23-2299 EtFV.95-0 A. LN GATED OZ/19/2J.W SURVEY BY 3D DESIGN h -� —r LN NEW(4)RRU, ENGINEERING.INC.DATED 08/14/24- (2)PER SECTOR NEW MONOPOLE TOWER DESK PENDING BY OTHERS Alq� 24-4113 AN ANALYSIS ANALYSS NOTE NEW VERIZON ANTENNA CENTERLINE \ NEW PV ELEV 95-o ACL IIRNOW BY OTHERSONEA OR S11tUCNRC MONOPOLE SECTOR DRAWN BY: DR MOUNT YDINT ANAIYEIS NOTE(TWO REQUIREMENTS) CEGXED BY: CZ NEW(2)6-OUP IS ENOMG BY OTHERS (TOWER) 09 0 /SITE LOCAT M CHANC NO EQUIPMENT TO BE INSTALLED ON THE MOUNT 7 10 5/ZDK DMWG A,' WTHOUT THE APPROVAL OF A STRUCTURAL ENDNEER. 311 I//N Z11WlG DIAWG MY 1 II I /2gENG DIAWL NI'r NOTE. NFW TO A PLACEMENT LOCATION TOE FIELD VERIFIED BY GE ER 4 AL CONTRACTOR PRIOR TO CONSTRUCTION TO AAMD NTENNA ANY INTERFE OR OWNG ONG Co EXISTING ANTENNAS.IF D15COW INTERFERENCE D RI G FIELD VERIFICATION q ATIONEXISTING ANTENNAS IS L L P R 0 OS PRO CO DURING FIELD ENC,FOR D PLEASE CONTREVISION PT AO"I CONSULTING GROUP INC.FOi Os1w RENSIW PRIOR NEW HYBRIFLEx i0 ANY NEW ANTENNA INSTALLATIOV. COFIBll1MpGNOIP,MG. CABLE FROM ^ 5�Ln10i pWBa TX1sz1 OVP TO ,"` me. ADS 9)1-231-M NEW ANTENNA JUMPER RRH NON. NEW 10(1'-O'MONOROLF Fa<eBc-Y- M TO RRH ELEVATION PLAN IS MEANT TO DEPICT TOWER rryHLr to mno�DN2 TOWER EICHT AND IS NOT 10 BE USED NORTH FOR CONSTRUCTION.FOR CONSTRUCTION SEE TOWER`RAWNGS ANU/OR STRUCTURAL ANALYSES PREPARED BY 11/21/24 OTHERS FOR 11'X 7'PLOLOT-1/2'=1'0 I' Y 4' yERI-- ANTENNA LAYOUT FOR 11'x IY Eoi-1/4 =I' NOTE LIM NOT CLIMBERS SHOULD TE AS, OR TIRE THEIR SUPPORT UNTS. 4*D NEW SAMSUNG RRU PIxtFORYMWNi ONAWNG FDV OR CUR ON TO AITENWS.RID ,All TYPES OF MOUNTS.RT4423-48A(TYP-3) REERENCE ONLY MOUNT ANALYSIS BY ETC UNLESS APPROVED BY TE ORIGINAL DESIGN ENGINEER.OTHERS.NO NEW ANTENNAS OR THEYSHOULD ONLY TIE10THEIR SUPPORT LANYARDS OR GEAR EOUIPYENT LOADS TO BE INSTALLED ON TO OR ATTACH TO TOWER STRUCTURAL MEMBERS TWAT HAVE THE MOUNT MTHOLY THE APPROVAL O VISIBLE BOLIING AND CONNECTION 10 THE URGER STRUCTURE. NEW SAMSUNG RRU STRUCTURAL ENGINEER. —------ 82/866A ORAN NOTE. (TYP-3) THE LATEST ANTENNA DESIGN 15 TO BE REFERENCED PRIOR TO \ \yam TONER WgtX i0 VERIFY THE LATEST EQUIPMENT IS ACCOUNTED Au NO CMSNO, Dfp:P,rNC NEW NHH-65C-R28 FOR P HAM x0 ez42 S� O• ANTENNA - y9 (1TY PER secioR)P-3) COUNTRY CLUB RD ( aRFf- (VERIZON SITE: p7/STD'/ FRANCESCA DR) PL/PHP OWNER NEW WERE UNITED METHODIST —'-�—NHHSS-65C-R2BT4 NEW VERIZCN OUTDOOR CHURCH ANTENNA EQUIPMENT ON NEW 14'-3'A4' LEGAL OEsC`UlIDi4 (2 PER SECTOR) CONCRETE PAD W/AWNING VV IRE UNITED METHODIST (TYP-6) NEW 75'— VER10 4, CHURCH,BUL A.`DT I NEW SAMSUNG LEASE AREA W/8' 5%,TB4 SO.FT. MT6413-1]A CMU WALL VOPLAGE -039WR1 ANTENNA MAT RECORDS OF (1 PER SECTOR) NEW COMMUNITY COLIN COUNTY,lox SAMSUNG- (TYP J) FACIE RRU RF4461D-13A (TYP-3) A 1451 COUNTRY CLUB ND L TX 75098 COLLILIN COUNTY NEW(2) OVP-6 BOX NEW LANDSCAPING OA�'DW/N 5'-0'SCREENING HOLE STRIP r PRICH TO ATTACHING ANTENNAS AND ID MOUNTING SECTIONS.TONER AND TOWER G FWNDATION MUST BE ANALYZED BY A ANTENNA LAYOUT n g LICENSED STRUCTURA ENGINEER TO VERIFY EDWIN IS CAPABLE OF SUPPORTING THE NEW LOADS.REFER i0 STRUCTURAL THE NE15 BY 5 REFER ERS FOR 24 %36'PLOT-1/Y=I'0 1' 2' 4' FOR 24'%36'PLOT-3/tfi'=I'0 2' 1' 6' FOR 11'x tY PLOT-T/4'=1' ® SECTION THIRD ANTENNA SECTOR FOR II'x tY PLOT-3/32'=1' ® ELEVATOR-`GORING EAST _ PLANTING sakWLE GENERAL PLANTING NOTES: _ _ 1.ALL PUNT MATERIALS SHALL BE SPECIFIED TO BE EQUAL TO OR BETTER THAN THE STANDARDS FOR NURSERY STOCK, TYPE BOTANIC NAME REMARKS BY THE AMERICAN NURSERY AND LANDSCAPERS ASSOCIATION( )ANU.N - GOLAM011 NAYE - WANIIIY O _ CnuvER HElcrlr_ SPREAD 2. PLANTING SEASON RESTRICTIONS:ALL BALLED AND BU LANDSCAPE PUNTS SHALL BE INSTALLED BETWEEN ANTS SHALL 1 AND 10 ILEX OPACA AMERICAN HaLl I-3/4 a uW. - B FULL,oExsE. PLANT A5 SHDWN NOVEMBER 15 UNLESS OTHERWISE AUTHORIZED BY THE UNDSCAPE ARCHITECT.ALL CONTAINER GROWN PUNTS SHALL BE INSTALLED BETWEEN SEPTEMBER 15 AND MAY 15 UNLESS OTHERWISE AUTHORIZED BY THE LANDSCAPE ARCHITECT, 3. FINISHED GRADES ON GRADING PUNS THAT OCCUR IN SHRUB BEDS SPECIFY TOP OF FINISHED MULCH GRADES. LANDSCAPE CONTRACTOR SHALL NOT EXCEED THESE GRADES WHEN BEDS ARE COMPLETE. -MECONTNxER TO BE MIN.25 GAl ON EWIVALENI BALL AND BURLAP. 4.TOP OF MULCH SHALL FINISH 1"BELOW ADJACENT PAVEMENT. 5.VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE`PUNT SCHEDULE"SHALL BE THE RESPONSIBILITY OF THE L CONTRACTOR. UPON DISCREPANCIES,THE PLANTING PUN SYMBOLS SHALL GOVERN. t 6. NEW PLANTING SHALL BE LOCATED AS SHOWN ON PUNS.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SITE ELEMENTS AND UTILITIES. IF DISCREPANCIES OCCUR, OR IF OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE ENCOUNTERED,THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, NECESSARY ADJUSTMENTS SHALL BE MADE ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. 7. MAINTENANCE WILL INCLUDE IRRIGATION AND THE REMOVAL OF INVASIVE CLIMBERS FROM PROPOSED VEGETATION UNTIL NYLON WET STRAP THE PROPOSED VEGETATION HAS HAD OPPORTUNITY TO BECOME ESTABLISHED. tj 2'Q'TREATED STAKE CHECKI 2'-3'p2GANIC YULCH 2'-3'ORGANIC MULCH I OF 0/21 SIC LDCAMN CHANO (.PE DOW AT TRUNK) (WIRE DOWN AT STEM) 2 10 5 2+ZRMNL DAAWNG MNSCN REMOVE BURLAP FROM TOP )II/II/11 ZaANG LWA.'MCI`- REYOW BURLAP FROM TOP AND AND WES OF BALL - - WES OF BALL(LEAVE IN PLACE) (LEAVE IN PLACE) 1 II/21/11(DMNG ONAWNG MNLCN- -C-6'HT.MULCH SAUCER 4'-6'H1.MULCH SAUCER PREPARED Sal PREPARED Sal .I LLPRO — IF- ....TURSED EO GRADEDwsHEo GRADE_T-3 MgrN$ I'-fi• SOL 2 3 WIDTHS CRINAIRIRGgP.Oc W R0018N1 O<ROD1BI11 UNDISTURBED Sal ?EI.sw oMm. 2-2]1 X ]mR] 1u�.B66-]6A-B]25 I TREE PLANTING DETAIL 2 SHRUB PLANTING DETAIL 11.- 8212 LANDSCAPING If (OW, ir,ra jn.vj 1 11/21p+ 1•-2'— 12' 1' /5 REBAR 3' 5' 3" O 8"O.C. -11 1/2' W/FULL GRW TING I�ASQ I�tY c., 3'0 SQUARE TUBING V/t I'0 SEALED STEEL (TYP) 1. MASONRY STRENGTH R�,2pN1 LEAF HINGE(TYP,3 PER SIDE) 2-S0.TUBING(TYP.) NEW GATE LATCH TO SUPPORT MULTIPLE A.HOLLOW CONCRETE MASONRY UNITS:GRADE N.LIGHTWEIGHT rF{v "AR PADLOCKS.NO IN"CH'NINE OF PAOLDCKS A COMPRESSIVE STRENGTH OF F= 15DO PSI ON THE NET AREA. ON(I. i'S0.ROD(TYP.) OR CHNNS TO BE USED(GC TO VERIFY GATE LATCH WIN CITY OF YLIE STANDARDS B.GROUT:2000 PSI,MINIMUM 28 DAY COMPRESSIVE STRENGTH. — — ------ -- --� VIBRATE GROUT IMMEDIATELY AFTER POURING AND AGAIN AFTER 5 MINUTES.GROUT SHALL CONFORM TO ASTM C476 AND UBC 2103. MIX GROUT FOR AT LEAST FIVE MINUTES AND UNTIL MIX HAS BEEN uIP ,Nc. I ATTAINED.GROUT SHALL HAVE SUFFICIENT WATER ADDED TO - PRODUCE A CONSISTENCY FOR POURING WITHOUT SEGREGATION USE GROUT WITHIN 1.5 HOURS OF ADDITION OF MIXING WATER. COUNTRY CLUB RD C.MORTAR:CEMENT-LIME TYPES, 1800 PSI MINIMUM 28 DAY (VERIZON SITE: COMPRESSIVE STRENGTH.CONFORM TO UBC 2103. FRANCESCA DR) D. 2,500 PSI STRENGTH CONCRETE AT 28 DAY 3"TO 5-SLUMP. OWNER 2,LAY UNITS IN RUNNING BOND,CORNERS SHALL HAVE A STANDARD 301, WYLIE UNITED METHODIST BY OVERIAPPING UNITS. CHURCH 11 3. MAXIMUM GROUT LIFT WITHOUT CLEAN-OUTS SHALL BE 4'-0". LEGAL DESCRIMON WYLIE UNITED METHODIST CHURCH,BLK A.LOT 1 4.TIE VERTICAL REINFORCING AT EACH END OF BAR AND 4'-0"NU%IMUN. 598,]B1 SQ.U. VERTICAL SPACING USING SINGLE WIRE LOOP TYPE TIES AS VOLUME"'DO 60I MANUFACTURED BY A.A.WIRE PRODUCTS COMPANY OR APPROVED PAGE 43B6-2560 ALTERNATE. PUT RKOIADS OF '., COLIN COWRY.TX 5.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION AND CONTROL JOINTS. N NEW KNOX PADLOCKS 6.GROUT SOLID ALL WALLS IN CONTACT WITH EARTH,RETAINING WALLS, ADORES I PADLOCK MODELBS 3781,3782,378: - STEM WALL5,AND AS NOTED ON DRAWINGS. 145I COUNTRY CLUB RD GC TO VERIFY WHICH MODEL IS LO BE USED WYLIE, TX 75098 7.GROUTED MASONRY SHALL BE CONSTRUCTED IN SUCH A MANNER THAT COLLIN COUNTY j ALL ELEMENTS OF THE MASONRY ACT TOGETHER AS A STRUCTURAL ELEMENT. 1 -- _---_— I NEW 12'WIDE GATE(GC TO PRONDE NOTE, SITE DETAILS KNOx PADLOCK KEYED TO WYLIE tD 1,GENERAL CONTRACTOR TO VERIFY WITH T-MOBILE EXACT TYPE AND NEW WEEP HOLES FOR KEY CORE 10 BE PLACED ON GATE) LOCATION OF HINGES FOR MOUNTING GATE TO CMU, DRAINAGE CONTROL AT 4.O.0 2.GENERAL CONTRACTOR TO VERIFY ALL GATE DIMENSION PRIOR TO CONSTRUCTING GATE. sz�R FENCE DETAIL ® (�) �,.t•4r(I tXt7) 3 L ®KNOX" KNOX PADLOCKS M. �_ W.krPlllM10[lliQAyt4Mfi�Y!«{,sa,i . �w MM M.Maw Nw. n. �bay.Mww�ww.. O KNOIC KNOX PADLOCKS REyR NrNO ON�y «. r.ea. w w r Ru PAVEMENT WIDTH AS PER PLAN 6"CONCRETE SUB COUNTRY CLUB RD g4 LONGITUDINAL (VERIZON SITE: REINFORCEMENT ENTERLINE OF ROAD 2'1 SLOPE (TYP) m FRANCESCADR) 078"C-C SPACING SAWED LONGITUDINAL 4„w N4 TRANSVERSE JOINT REINFORCEMENTS R 018"C-C SPACING WYLIE UN u METHODLST 3.5" + �- cRuna+ y LEGAL DE_SCRIVr104 WYLIE UNITED ME11gDlSf CHURCH,KK A,LOT 1 59S,38A SQ.1. CLASS 4 GEOTE%TILE IN V.Ll.99-0039601 POORLY DRAINED AREAS _ _ LATE EL RES4a bW is�At W uwwrwrwn PLAT RECORDS OF 7'LIME SUBGRADE CDLIM1CDUnn, 6"k3 CRSE AGGREGATE ROLLEDOA/COMPACTED •M — ADDRE6.5 RD 38 �. AHOY..NF KMQK CUM VA«v �`u.l t DATE:06�p1 SI IL DETAILS ACCESS DRIVE DETAIL NT . KNOX PADLOCK DETAIL Ncue 2 Z�5 PAVINQ NgTEHO 5.ALL CONCRETE IN UNED CHANNEL SHALL BE NCTCOG CLASS W(MINIMUM 3,ODO P.S.I.)CONCRETE. WTEER ALL WATER LINE CROSSINGS OF SANITARY SEWER ONES SQUALL BE AS SHOWN IN THE PLANS AND MEET TCEO 81.CONCRETE FOR ALL STREETS AND PRIVATE DEVELOPMENTS SHALL BE IN ACCORDANCE WITH NCTCOG, 6.FLAT BOTTOM TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS LESS THAN 12 FOOT. REQUIREMENTS. FOURTH EDITION OR AS AMENDED CLASS'C'CONCRETE(SIX SACK 3,600 P.S.I.) 7,3/4'CHAMFER ON ALL CONCRETE CORNERS. 2.PIPES 12 INCHES IN DIAMETER AND SMALLER SHALL BE POLYVINYL CHLORIDE(P.V.C.)MEETING THE ITEM 303.3.4.2(a)AND ITEM 303.5,6.2 HAND. REQUIREMENTS OF AWWA C900 OR 18 OR DUCTILE IRON PIPE(D.I.P.)MEETING THE REQUIREMENTS OF AWWA C IgTCRAW SEINER 151 CUSS 50 PIPE. ALL D.I.P.SHALL BE WRAPPED WITH A POLYETHYLENE LINER. 2.REINFORCING STEEL SHALL BE DEFORMED BARS NO.3 ON 18 INCH CENTERS OR NO.4 BARS ON 24 1.THE FLOOR OF THE EXCAVATION FOR INLET BOX MUST PROVIDE A FIRM,LEVEL BED FOR THE BASE SECTION 3.FOR PIPES LARGER TRW 12 INCHES IN DIAMETER,THE PIPE SHALL BE REINFORCED CONCRETE CYLINDER INCH CENTERS. REINFORCING SHALL BE IN BOTH DIRECTIONS ON CENTER. REINFORCING STEEL TO REST UPON. PIPE(AWWA C301 OR AWWA C303),DUCTILE IRON PIPE(AWWA C151 CUSS 50)OR POLYVINYL CHLORIDE PIPE UP SHALL BE IN ACCORDANCE WITH ASTM 615.616 AND 617. 2.A MINIMUM OF 6 INCHES OF 1'DIAMETER(MAXIMUM)ROCK OR GRAVEL SHALL BE USED TO PREPARE THE TO 18 INCHES MEETING THE REQUIREMENTS OF AWWA C905-235 P.S.I.RATED PIPE. 3.ALL REINFORCING STEEL SHALL BE TIED(100%). REINFORCING STEEL SHALL BE SET ON PLASTIC BEDDING TO FINAL GRADE OR IN LIEU OF THIS,AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL CHAIRS. BAR UPS SHALL BE MINIMUM 30 DIAMETERS.NO STEEL SHALL BE PLACED UNTIL THE BE USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED-SANG SHALL BE ALLOWED TO SET BY 4.ALL VALVES ON PIPES 12 INCHES AND SMALLER SHALL BE RESILIENT SEALED WEDGE VALVES(AWWA C5D9). SUBGRADE HAS BEEN TESTED AND PASSED. KEEPING HOLE PUMPED DRY. 5.ALL VALVES ON PIPES LARGER THAN 12 INCHES BUT SMILER THAN 70 INCHES SHALL BE BUTTERFLY VALVES 600 FT, 3,AFTER PIPE HAS BEEN LAID ON PROPER BEDDING,BACKFILLRIG TO COMMENCE WITH B'MAXIMUM LOOSE (AWWA C504)OR WEDGE VALVES(AWWA C509). 4.EXPANSION JOINTS SHALL BE SPACED EVERY FEE AT ALL INTERSECTIONS AND CHANGES IN DIRECTION OF PAVING. ALLEYS SHALL HAVE A MINIMUM600T, TWO EXPANSION JOINTS. LIFTS MECHANICALLY COMPACTED TO 95%STANDARD PROCTOR UNDER ROADWAY OR 12'MAXIMUM LOOSE UFi 6.ALL VALVES ON PIPES 30 INCHES AND URGER SHALL BE BUTTERFLY VALVES(AWWA C504). BEHIND CURB. MAXIMUM SIZE ROCK IN BACKFILL SHALL HOT EXCEED 4 INCHES IN DIAMETER. 7.EMBEDMENT SHALL BE AS SHOWN IN THE PLANS. BACKFILL WITHIN THE LIMITS OF EXISTING AND PROPOSED O5.SAWED TRANSVERSE HA 4.PRECAST INLETS MUST BE APPROVED BY THE CITY.GUMMY JOINTS SHALL BE SPACED EVERY 15 FEET OR 1.25 TIMES PAVEMENT SHALL BE COMPACTED TO 95%STANDARD PROCTOR. OUTSIDE PAVEMENT(EXISTING OR LONGITUDINAL JOINT SPACING WHICHEVER 5 LESS. SAWING SHALL OCCUR WITHIN 5 TO 12 5.CONCRETE TO BE MINIMUM 4,200 P.S.I. PROPOSED)SHALL BE COMPACTED 7O MINIMUM OF 92%STANDARD PROCTOR. ALL COMPACTION SHALL BE BY HOURS AFTER THE POUR INCLUDING SEALING. 6.LOCKING DEVICE IS REQUIRED ON ALL STORM SEWER UDS. MECHANICAL METHODS. 7.CO WARPING'WARNING PLAQUE TO BE INSTALLED NI ALL COMPRESSIVE VE RECESSED INLETS. 8.WATER LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NCTCOG ITEM 506.ALL WATER LINES SHALL A6.SUBGRADE AT UNDER PAVEMENTS TIWl BE A MINIMUM CA 7 INCHES OF LIME TREATED SLIME E. S.CONCRETE CAST-IN-PUCE INLETS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,200 P.S.I.O 28 8E SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKFlWNG. ONLY HYDRATED LIME SHALL BE LAICIZED. OPTIMUM LIME SILL BE APPLIED. OPTIMUM LIME DAYS. CONTENT SHALL BE DETERMINED DURING THE EXCAVATION BY THE USE OF A LIME SERIES TEST. LIME Q,9.DELETED 9,ALL HORIZONTAL AND VERTICAL BENDS SHALL BE BLOCKED. SERIES TEST SHALL BE TAKEN ALONG THE EXCAVATION AT ALL CHANCES IN SOIL AND A MINIMUM OF 10.EXISTING STORM SEWER PIPE AND/OR LATERALS SHALL BE LOCATED PRIOR i0 SETTING OR CONSTRUCTING 10.ALL FITTINGS SHALL INCLUDE MEGALUG CONNECTORS. 300 FEET. LIME SERIES SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE INLET BOXES. IF ADJUSTMENT IN GRADE OF LATERAL IS REWIRED,A REVISED DESIGN BY THE ENGINEER OF 11.ALL FIRE HYDRANTS SHALL BE INSTALLED WITH A 24'x 24'SQUARE REINFORCED CONCRETE PAD. CITY.41//SY MAY BE USED IN LIEU OF LIME SERIES TESTING. SUBGRADE SHALL BE COVERED WITH RECORD SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 12.ALL WATER LINES SHALL BE SWABBED IN THE PRESENCE OF THE INSPECTDR PRIOR TO BACKFULL. PAVING WITHIN 14 DAYS DR SUBGRADE SHALL BE REWORKED AND RETESTED. 11.REINFORCED CONCRETE PIPE CLASS III IS APPROVED WITHIN THE CITY, 7.UME TREATED SUBGRADE SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 95 PERCENT OF 12.COLOR TV INSPECTION SHALL BE COMPLETED ON THE STORM SEWER IN THE PRESENCE OF CITY 9CREENR4Q WAC,L_8 THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. MOISTURE CONTENT SHALL BE WITHIN-2 TO REPRESENTATIVE AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CITY AT THE COMPLETION 1.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.0 26 BAYS. +4 OF OPTIMUM. DENSITY TEST RESULTS SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY OF THE INSPECTION. APPROVED BY THE CITY. ALL RESULTS SHALL BE PROVIDED TO THE CITY.SUBGRADE TESTING SHALL 0131OUR ATTENTION IS DIRECTED TO SUBDIVISION ORDINANCE SECTION 5.9.0 STORM DRAINAGE AND WATER 2.REINFORCEMENT-ASTM A-36. BE IN ACCORDANCE WITH NCTCOG ITEM 303.5.1 SUBGRADE. QUALITY CONTROLS.IN THE ELEVENTH MONTH OF THE SECOND YEAR OF THE REWIRED TWO-YEAR MAINTENANCE BOND,THE DEVELOPER SHALL BE RESPONSIBLE FOR REMOVING ANY SIGNIFICANT BUILD-UP OF SEDIMENT OR 3.MASONRY-COMPRESSIVE STRENGTH SHALL BE PRESCRIBED IN ITEM 2.3.6 SPECIAL PROVISIONS. 8.LIME TRIMMINGS ARE NOT ACCEPTABLE FOR ANY USE. DEBRIS FROM DRAINAGE IMPROVEMENTS WITH EXCEPTIONS AS DESIGNATED,THE FUNDING SHALL BE BORNE BY THE 9.ALL FILL SHALL BE COMPACTED BY MECHANICAL METHODS. MAXIMUM LOOSE UF7 FOR DEVELOPER AND SHALL BE ACCOMPLISHED BY COLOR TV INSPECTION IN THE PRESENCE OF A CITY REPRESENTATIVE 4.WIND LOAD FOR DESIGN-20 P.S.F. COMPACTION SHALL BE 8 INCHES. ALL LIFTS SHALL BE TESTED FOR DENSITY BY AN INDEPENDENT AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. LABORATORY APPROVED BY THE CITY. DENSITY REQUIREMENT SHALL BE AS SHOWN ON THE PUNS 5.PIER BEARING STRESSES-SEE BRICK SCREENING WALL NOTES. FOR THE TYPE OF MATERIAL CALLED FOR IN THE PUNS. BANTTA'IY SEWER 6.MORTAR-TYPE'S'. 10,ALL DISTURBED AREAS OF ROADWAY WORK SHALL HAVE GRASS ESTABUSHED IMMEDIATELY. 1.ALL SEWER LINES CROSSING POTABLE WATERLINES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEO GRASS SHALL MEET THE REQUIREMENTS OF ITEM 202,LANDSCAPING,OF NCTCOG SPECIFICATIONS, REQUIREMENTS, 7.PROVIDE CONTROL JOINTS AT 50 FEET. FOURTH EDITION OR AS AMENDED, 2.PIPES 8 INCHES THROUGH 15 INCHES SHALL BE IN ACCORDANCE WITH ASTM D3034 WITH A MINIMUM SDR OF 35 OR ASTM 03350 AND DE 345434 C. B.PROVIDE EXPANSION JOINTS AT 200 FEET CENTER MAXIMUM. 11.ALL AREAS TO BE EXCAVATED OR FILLED SFWl HAVE EROSION CONTROL PLACED PRIOR TO 3.PIPES LARGER THAN 12 INCHES THROUGH 48 INCHES SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F679, COMMENCING EARTHWORK. EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE F794,F949 AND 03350/DE M434 C. 9.PROVIDE PIER WITH MINIMUM 9 FOOT W/24 INCH DIAMETER BELL IN CLAY OR OTHER MATERIAL EXCEPT PROJECT IN ACCORDANCE WITH NCTCOG ITEM 201,FOURTH EDITION OR AS AMENDED. 4.MANHOLES SHALL BE PRECAST. ALL MANHOLES SHALL BE WATER TIGHT. PRECAST MANHOLES SHALL RAVE BLUE SHALE,6 FOOT MINIMUM WITH 3 FOOT MINIMUM INTO BLUE SHALE. JOINTS SEALED. ALL RING AND COVERS SHALL INCLUDE AN INTERNAL CHIMNEY SEAL. A,12.ALL SIDEWALKS SHALL BE 5'WIDE AND INCLUDE BARRIER FREE RAMPS AT INTERSECTING STREETS, 5.ALL PIPE OPENINGS IN MANHOLES SHALL INCLUDE COUPLINGS WITH'0'RING RUBBER GASKETS. 10.ALL EXPOSED CONCRETE SHALL BE CUSS 2 RUBBED FINISHED SURFACE. ALLEYS.DRVEWAYS,ETC. BARRIER FREE RAMPS SHALL MEET CURRENT ADA REQUIREMENTS,BE 6 STUBOUTS OUT OF MANHOLES SHALL BE FITTED WITH A STOPPER AND CAP. STUBOUTS SHALL BE A MINIMUM INSTALLED BY THE DEVELOPER AND MEET THE TEXAS DEFT.OF LICENSING REGULATIONS. OF 5 FEET FROM MANHOLE AND BE SUPPORTED BY A CONCRETE CRADLE. 11.SIDEWALKS ADJACENT TO WALLS MUST BE 5-FOOT MINIMUM WIDTH FROM ALL PORTIONS OF THE WALL 7.ALL DROP MANHOLES SHALL BE OF THE EXTERNAL TYPE. (INCLUDING PILASTERS,COLUMNS,ETC.). 13.SIDEWALKS SHALL BE DOWELED INTO PAVEMENT WHERE IT ABUTS DRIVEWAYS. EXPANSION JOINT 8.MANHOLES SHALL BE VENTED IN ACCORDANCE WITH ICED REQUIREMENTS. MATERIAL SHALL BE USED AT THESE LOCATIONS. 9.ALL SANITARY SEWER PIPE SHALL BE TESTED(NCTCOG ITEM 507.5)ALTER CONSTRUCTION. TESTING SHALL 12,MAXIMUM PILASTER SPACING 40 FEET. INCLUDE PRESSURE TESTING,MANDREL TEST(TCEO REQUIRED)AND COLOR TV INSPECTION. COLOR N 1},WALLS SHALL NOT BE PLACED IN THE VISIBILITY EASEMENT OR STREET RIGHT OF WAY. 14.NO VEHICLES SHALL BE PERMITTED ON CONCRETE PAVEMENT WITHOUT APPROVAL FROM THE INSPECTION SHALL BE COMPLETED IN PRESENCE OF CITY REPRESENTATIVE AND THE ORIGINAL MEDAL CITY. THE CITY WILL MAKE DETERMINATION BASED ON CONCRETE BREAK REPORT. SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. 14.THE WALL SHALL BE A MINIMUM OF EIGHT FEET IN HEIGHT AS MEASURED FROM THE NEAREST ALLEY SEWER SHALL BE RE-INSPECTED AFTER INSTALLATION OF FRANCHISE UTILITIES.AIR TEST ONLY. EDGE E SIDEWALK GRADE,WHICHEVER IS THE HIGHER. THE COLOR OF THE WALL SHALL BE LIMITED TO 0 15.CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVIEW PRIOR TO PRECONSTRUCTION 10.MANHOLES SHALL BE VACUUM TESTED IN THE PRESENCE OF THE CITY REPRESENTATIVE. EDGE GIR SIDEWALK COLORS,GRADE, EXC WICDING CRAP,GREEN AND WHITE. THE COLOR OF THE WALL L BE LIMITED UNIFORM MEETING.REVISE THE FIRST PARAGRAPH OF NCTCOG SPEC.303.2.1.3 COARSE AGGREGATE TO READ 11 U ENDATI LINE CLFANOUTS WILL BE ALLOWED. TERMINATE SEWER LINES WITH A MANHOLE. ON EACH SIDE OF A THOROUGHFARE FOR THE ENTIRE LENGTH BETWEEN INTERSECTING THOROUGHFARES, CRUSHED LIMESTONE SHALL CONSTITUTE 1OD%OF THE COARSE AGGREGATE. m M-LLUMINA710N 16.ALL PAVING FOR PARKING SHALL BE MIN.5'THICK 3,600 P.S.I,CONCRETE SUBJECT TO CITY 1.STREET LIGHT FLOOR 25,NO SHALL30' BE CONSTRUCTED IN ACCORDANCE WITH T%U ELECTRIC UNLESS OTHERWISE APPROVED S THE CTIY'S PUBLIC WORKS DEPARTMENT. THE FINISH OF THE WALL ENGINEER APPROVAL. DETAIL AND NOTES FOR 25'OR JO'MOUNTING HEIGHT ROUND STEEL POLE. SHALL BE CONSISTENT ON ALL SURFACES. 17.ALL AREAS NOT UNDER PAVING,INCLUDING ALL FRANCHISE UTILITY EASEMENTS,SHALL BE 2.PROVIDE SQUARE CONCRETE MOW STRIP 18'FROM OUTSIDE OF POLE TO CORNER USING 15.IF WROUGHT IRON FENCING IS TO BE UTILIZED ON REQUIRED SCREENING,ALL WROUGHT IRON MUST BE COMPACTED TO A DENSITY OF NOT LESS THAN 92 PERCENT OF THE MAXIMUM DENSITY. 3,000 P.S.I.CONCRETE WITHLIGHTING 13 BANS 0 18'AND HE EXPANSION JOINT. SOLID STOCK,NO TUBULAR STEEL WILL BE ALLOWED. 18.CONCRETE PANTS SHALL CONFORM TO TXDOT 1993 EDITION ITEMS 520 AND 522. 3. AIDED ALONG STREET RESIDENTIAL S TO E CONFORM THROU TO THE ZONING ORDINANCE.DEVELOPMENTS, STREEPROVIDING LIGHTING SHILL BE a,19.ANY CURB AND/OR STREET SECTION REMOVED FOR THE CONSTRUCTION OF A PRIVATE DRIVEWAY PROVIDED ALONG RESIDENTIAL STREETS THROUGHOUT ALL RESIDENTIAL DEVELOPMENTS,PROVIDING LOW ILLUMINATION WITH SOLAR CONTROLS ON DECORATIVE POLES WITH SPACING RANOING FROM 250 FEET TO 750 FEET BETWEEN LIGHTS SHALL NOT BE REMOVED PRIOR IS 7 DAYS OF CONSTRUCTION OF THE ENNMADE,IF THE DRIVEWAY PLACED ON ALTERNATING SIDES OF THE STREET.A STREET LIGHTING PLAN MUST BE SUMITTED TO THE CITY ENGINEER FOR APPROVAL. ansm yew.mo IS NOT CONSTRUCTED WITHIN THIS TIME FRAME AND EXCAVATION HAS BEEN MADE,EXCAVATION SHALL BE THE CITY ENGINEER IS AUTHORIZED i0 ALTER THE DISTANCE REQUIREMENT IF NEEDED IN AN EFFORT TO ACHIEVE THE BEST LIGHTING ,m rw xeRn V/a.N' /QO tlnY m qR n AI /nN REPLACED UNTIL SUCH THE CONSTRUCTION COMMENCES. ARRANGEMENT POSSIBLE.'® w.m,r 20.MAXIMUM TEMPERATURE OF THE CONCRETE FOR PLACEMENT SHALL BE 95'F AS SPECIFIED IN we ass not n wN mwweRn AL T%DOT 2004 EDITION ITEM 360.4 PARAGRAPH GA TEMPERATURE RESTRICTIONS. DETAIU9 mn riot m VrA,wnx na, anew, ®21.PAVING EQUIPMENT REQUIRED SHALL BE AS SPECIFIED IN T%DOT 2004 EDITION UNDER ITEM 360.3 SPECIAL DETAILS OR MODIFICATIONS TO THESE STANDARD DETAILS TO BE UTILIZED ON ANY warn��,uww �n/m 22.WATER INJECTION OF SUBGRADE BY CITY ENGINEER APPROVAL ONLY. GIVEN PROJECT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL FOR USE. w xo,u xo s enV.d ®23.SUBGRADE UNDER FIRE LANES SHALL MEET THE PAVING SUBGRADE REQUIREMENTS OR ONE &BTREEF sK7N gPECIgCATpNg ADDITIONAL INCH OF CONCRETE MAY BE USED. STREET NAME SIGNS FOR ALL INTERSECTIONS BY THE CONSTRUCTION OF A SUBDIVISION SHALL BE FURNISHED AND INSTALLED BY THE ®24.SUBGRADE UNDER PARKING AREAS SHALL BE DETERMINDED BY A GEOTECH REPORT. DEVELOPER.THE INSTALLATION OF THE STREET SIGNS MUST BE PRIOR TO THE FINAL ACCEPTANCE OF THE SUBDIVISION,THE LEGEND CITY OF WYLIE, TEXAS WED CFHANMEL S SHALL CONTAIN THE NAME OF THE STREET,ANY SUFFIX AS DESIGNATED ON THE PLAT,AND THE BLOCK NUMBER AS ASSIGNED BY THE CITY, 1.CONSTRUCTION JOINT SHOWN IN DETAILS FOR CONVENIENCE ONLY,MONOLITHIC CONSTRUCTION THE SIGN FACE SHALL BE HIP PRISMATIC WHITE W/BLUE EC FILM WITH CITY LOGO.THE SIGN PLATE SHALL BE 9 INCHES TALL AND 0.080 INCHES MAY BE USED. THICK FLAT BLADE ALUMINUM DRILLED.THE STREET NAME SHALL BE 6 INCH UPPER CASE LETTERS.THE SUFFIX AND BLOCK LETTERS STANDARD CONSTRUCTION DETAILS 2.ALL VISIBLE SURFACES SHALL BE A TROWEL FINISH. SHALL BE 3 INCHES.ALL LETTERS SHALL BE WHITE.THE SIGNS SHALL BE MOUNTED ON A 2 INCH BY 12 FOOT SQUARE POST WITH A 2.25 3.ALL REINFORCING STEEL SHALL BE 3 8'DIAMETER AND SPACED 12'CENTER TO CENTER BOTH INCH BY 36 INCH SQUARE GROUND ANCHOR AND 2.5 INCH BY 18 INCH SLEEVE.THE ANCHOR POST SHALL BE DRIVEN INTO THE GROUND / AT A DEPTH OF 30 INCHES.THE STREET NAME SHALL BE MOUNTED 10 FEET FROM THE TOP OF THE CURB MEASURED TO THE BOTTOM OF GENERAL NOTES WAYS UNLESS OTHERWISE SPECIFIED. THE LOWEST SIGN.SIGNS SHALL BE MOUNTED ON SQUARE POSTS USING DRIVE RIVETS,WASHER,SPACE AND CHERRY MATE RIVETS TO 4.IF WOOD FORMS ARE USED WITH CONSTRUCTION JOINT,THEY SHALL BE TWO,2'X4',AND SNAIL ATTACH ENDS OF SIGN TOGETHER. DATE: APRIL,2005 NOT BE REMOVED UNTIL CONCRETE ON SLOPES IS READY TO BE PLACE. STD-00_R R.OW. RO.W. P P P P B' e" 6• B B A B' END 6"CURB z•CURB %I%FC 1 CRJ55 FKL z 4 ! rat . 6'-0" A[L WURN Bf]1YCEN/KABER ] R' I/ r0 1/Y%rT CLWB HE.GRT B BY O1NER5 UAYEss OMCRWLSE SPFCBWD CROWN/4A"NT --- , C/NMNr//CA"NT I-1/2' 2'HOr Nlx PAVCNEN! /1/t•R e Y Lar srAavrzm �� SUBGPAOE e tL LW z ct --Mrti�- FBV OSIKAWBEHr r LAIE SrABx¢m e• ~ srNw]saL Ae°uT E RERORC/NG 64Rs 5/M[[BE M0.J 34R5°V I8•CrpS.OR NO I ews ON Tt'C1R5:60R/NAYS i/FAOEp AND PIM. REGULAR SECTION REGULAR SECTION DO QN�1ML ° s'-a (nw p._0. LEGEND RAIL HEADER O_91W£D LONGITUDINAL DUAGIY JOINT CONSTRUCT]ON JOINT(FULL WIDTH PKMT ©-IS ALLOWED WHERE APPROVED BY CITY) fxP.NYgY"I wo EXISING MINI. PAC1^.CLNT PRMr FU/MRE PYL/. PRDP.CLWC P4Nr LULL J t-liJN] AM-IWYr I t POWT PARENENr PAKMENr c RESIDENTIAL(TYPE E&E-1) JPT Wx ND Jews PAY Ixr STREETS SHALL HAVE A MINIMUMPAVEMENT THICKNESS OF 6".ALL OTHERS SHALL BE 8"MIN. 1-t PAIE.E r Bws r0 BE BEN]POw ROADWAY TOTAL 3/4 MID- 1/4 WL RPA NT ANO NEABER WIDTH(W) CROWN HEIGHT POINT POINT POINT 26' 4" 2-1/4" 1" 1/4• STREET HEADER 36' 6" 3-3/8" 1-112" 3/8" 44' 6" 3-3/8- 1-1/2" 3/8- J B J/B• JA 1:!BIrIER WIFR[CCRIHL A4 BARS 24'IN CENTER EA.VAT TABLE OF CROWN HEIGHTS AND ORDINATES srarsav sTAN rO HDT PLIGMED RUBBER /p J Bw I 1/2"R u � 114'PRE""E➢ASPHALT BORRO FOR VARIOUS PARABOLIC SECTIONS SL�-lORN P KNfNT MUST Y£Er CROWN GRALIEs Al-U ,,Ar---A'f -- r" D%PANSIUI GpR TRANSVERSC Ji L 6'DR 8' pELEiE rfR LONGITU➢INOL JT. EXISTING PAVEMENT PAWBOLM ROA05 ONLY r0 LA'CONSBBA;'Tf0 W/RI SL1'FOR4 PAREps n v 47 B, M.J eV15 SPACCO QV iB•CCN]ERs 3' CW NO 194Rs sPACED ON N•CE TCRS J• MONOLITHIC CURB A 24' 12' e• B'-J• B'-J• B'-s" caN>aruous z"avANCE J 1.J e+TrEx _ ALTERNATE TRANSVERSE AND LDNGITUDINAL RlTLECNNC 11PE ACROSS BwRMADE oR 4 DN WLLCAr 1 r/z"R J-,T�.t ews UNDERCUT STREET HEADER (NECiWNMkIY A ACWD)M s'c ffA .. - TIE TO EXIST PVMT ^ r au.rosr zr o 0 �L"sa v FASIFN w PIS,NIR/'oAY s/9'BIXT h KTAL BEAM Ga?RW WY BE •• •• 6• B Af w/tW/w ALI/MINUN(0/OSJ OR B4L✓zE0 il­718 0 "0.0.WASHER 0 POST, - srEa(u u) Ue"�n4xc w POsr z'-B'us SECTION A-A NAY C.951 .95 99RR,C,DES(lCRN4NENT eaewcmEs/ CITY O F W Y L I E, TEXAS sNNL C 11 T 0!1 c ABcr-OJA Mfra BEAN cu4R0 SEPARATE CURB AND GUTTER PuwB sraNfs s'.8 of PER Ncrc°c rf IWTH 1CRNIN4I CONNf W mNUfAS Al EACH CND BEMS 1.J.1 ANO SB OF SPFCM[PAONSpMs Li'pANNEN!64RRA SNAL[BF WNUFACIU.I hY0 CONSTRUCIFO M'ACCORL4NCE W/rH riDO)�LS a4RRm cr vuLL fx1fN0 aou Dakar cu r0 Durs,Cf CURB AND CURB AND GUTTER STANDARD CONSTRUCTION DETAILS cL r+B TYPICAL PERMANENT BARRICADE DETAIL PAVING / SECTIONS / DETAILS DATE: APRIL, 2005 STD-02-R ,Q•-0• tzrr.Aswwtr nR,n ,Q•-a- MA. 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SECTION A-A a d A rwrAly cu,leA uF a ax i /IIQ!yllq/r/LCM(Cr A) NQ It' W. I%a R rllar earsm Nrorll Mcr a•Arx mr.awr As�•i.Ae°�ir.LWVnv,vrd t, i wss RI(t car.eaAr � r ,arm,. .24 o µ1 cEBWR' (AL1,alI rnsr QeEt War Burufl raeq�E„e SGIIAvr/ RQ.R a"crl caWxelr nAr -- MW e"AIeF Hanolt°' P,p A la•H.c NrGY0aYE1C MI£S,CNIS' LLTIe:MIF IS'Y.a E1Paft0 Jr '-0 MY lAF Ot SLYR£Q Ca1R]F Ze'Y.4(EIW.J e — — _ SECTION B-B sa RaaAY�mEa �M�EorAEerol�r DRIVEWAY RETURN SECTIONS NIM HILLY nvr L4FM I LM QR Aa J "y L%v BW VOWLao' �.1f/tr� NAM/Nt MEDIAN AT DRIVEWAYS SPLIT BY PROPERTY LINE DRIVEWAY RETURN TO ALLEY N�`'"��• CITY OF WYLIE, TEXAS STANDARD CONSTRUCTION DETAILS PAVING / ALLEY / DRIVEWAYS .Ias DATE: APRIL•2005 STD-05_R slm cN eAao xsr (AC2YIG R£Y X11.SI NpM I'm 4.5' Safi(N NR'O PoSJ FLRR fAB/AG 6 W 6 strER rAeRA- YAe.Smm (nGmcG rmAl TAr.sl AAYKMO(i90 nor AfrtY YN IT•dRAW fJANA10 LEl£L HOG INBr(ACrLiJA IrrY IOI.JI m'pr fX xw/IID SIEFI H'A2 MISTNL JCCNY xllY ANY.6M a[rnGS f REaAt'IEA SIRf£/aA® !'R A/5 AW6'NG JLUIC AINY fMY. 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THIN WALL BRICK SCREENING WALL ELEVATION CITY OF WYLIE, TEXAS STANDARD CONSTRUCTION DETAILS THIN BRICK SCREENING WALL DATE: APRIL, 2005 STD-22_R PLANNED DEVELOPMENT STANDARDS EXHIBIT "C" Wylie United Methodist Church /Verizon Telecommunications Tower I. PURPOSE: Planned Development amendment to allow for the continued church use and allowances of Planned Development Ordinance 2001-28 and allow for a telecommunications tower use. II. GENERAL CONDITIONS: I. 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 June 2023) shall apply except as specifically provided herein. III. SPECIAL CONDITIONS: 1. All uses but the following shall be prohibited: a. House of Worship b. Christian Education c. Youth and Children's programs d. Day Care Church Recreation e. Church Administration f. Pre-School g. Christian School h. Meetings and activities of non-profit community oriented groups as approved by the church trustees. i. Telecommunications Tower 2. Height of structures shall be limited to 60' for house of worship structures and 120' for telecommunications towers. 3. Exterior walls which face directly or within 45 degrees of a property line shall be composed of a minimum of 25% primary masonry product, a maximum of 75% secondary masonry product, and no more than 20% other non-masonry materials, excluding doors, windows and window walls. Primary masonry shall mean brick, stone, form-decorated tilt concrete wall, form-decorated concrete block or veneer simulations of these materials. Secondary masonry shall mean exterior insulation finish systems of natural aggregates and synthetic binders having a minimum applied thickness of 1/4 inch, or glass block. The Building Official may approve a masonry alternate when such material has a masonry appearance and is demonstrated to be as durable as exterior unit masonry materials. 4. Three monument signs shall be permitted. One at the corner of FM 1378 and McMillen, and one at each entry to the property from FM 1378 and from McMillen. 5. The minimum roof slope shall be 3:12 Page 1 of 2 6. The zoning exhibit (Exhibit B) shall serve as the Site Plan for the Telecommunications Tower development. Approval of the Planned Development shall act as site plan approval. Page 2 of 2 tla. ormersbi[le nue, M urp hy Monitor • The Princeton Herald ?F Sa=h.k.Ncws 7`HE WYLIE NEWS STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned authority, on this day personally appeared Chad Engbrock, publisher of C & S Media, dba The Wylie News, a newspaper regularly published in Collin County, Texas and having general circulation in Collin County, Texas, and being in compliance with Section 2051.044, Texas Government Code (a); (1), (2), (3) and (4), who being by me duly sworn, deposed and says that the foregoing attached: City of Wylie Legal Notice—Ordinances #2025-07 & #2025-08 was published in said newspaper on the following date(s), to-wit: February 6,2025 Chad Engbrock, Publisher Subscribed and sworn before me on this, the 6th day of February, 2025, to certify which witness my hand and seal of office. Notary Publi rs or r SONIA A DUWAN The State of Notary ID#126646343 My Commission Expires August 12,2028 My commission expires 08/12/2028. ti1wpht%Snchse%4YyIie(ATice• 110 N.lia[Bird•Y.O.Box}{,9•Wylie. th 7-(09M.972 -12-5515 i.urmcrsviII(.11 rinceum 011ice• 101 S.;Hain•11.0.1iox 512•kannersville.'IN 75442•972...714-6397 no. 2021-17, as the publication of amended, chapter the caption hereof. SO (floods), article ii (flood damage Ordinance prevention); updat} No.2024-44 ing and establish ing regulations for An Ordinance of flood damage pre the City of Wylie, vention; defining Texas, abandoning the flood ,,,hazard right-of-way being areas of Wylie;pre a 1.279 acre tract ' scribing rules and of land. in die city regulations for con- of Wylie, extrater struction in flood ritorial jurisdiction; hazard areas to re- and to waive the duce flood losses; requirement for an; appointing the city appraisal .for said' manager or his/her right-of--way; and' designated repre providing for an ef- sentative to imple- festive date. went the provisions of this ordinance; .34-1001i requiring permits for development in flood hazard areas; CITY OF WYLIE establishing a dis- claimer of,lability; Ordinance providing for;a pen- alty for the violation of this ordinance; An Ordinance of providing repeal- Get the WOfd 00t. the City Council of ing, savings and the City'of Wylie, severability clauses; Texas, amending providing for an ef- Ad�ert�se yotur ee sale Wylie's rode'of or=. festive date.of this. dinances,ordinance ordinance and for