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HomeMy WebLinkAboutOrdinance 3610 ORDINANCE NO. 3610 CASE SUP 2019-11 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS, AMENDING THE COMPREHENSIVE PLAN AND THE COMPREHENSIVE ZONING ORDINANCE BY APPROVING A SPECIAL USE PERMIT TO ALLOW A DETENTION/RETENTION STORAGE FACILITY TO BE LOCATED AT 8161 AND 8165 PRECINCT LINE ROAD; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATIONS HEREOF; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of North Richland Hills, Texas is a home-rule municipality located in Tarrant County, Texas acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, the Zoning Ordinance of the City of North Richland Hills regulates and restricts the location and use of buildings, structures, and land for trade, industry, residence, and other purposes, and provides for the establishment of zoning districts of such number, shape, and area as may be best suited to carry out these regulations; and WHEREAS, the City Council has previously passed an ordinance adopting a Comprehensive Land Use Plan Map as the primary document on which to base all zoning, platting, and other land use decisions; and WHEREAS, the owner of the property located at 8161 and 8165 Precinct Line Road (the "Property") has filed an application for a Special Use Permit for a detention/retention storage facility; and WHEREAS, the Planning and Zoning Commission of the City of North Richland Hills, Texas held a public hearing on October 3, 2019, and the City Council of the City of North Richland Hills, Texas, held a public hearing on October 14, 2019, with respect to the Special Use Permit described herein; and WHEREAS, the City has complied with all requirements of Chapter 211 of the Local Government Code, the Zoning Ordinance of the City of North Richland Hills, Ordinance No. 3610 SUP 2019-11 Page 1 of 4 and all other laws dealing with notice, publication, and procedural requirements for rezoning the Property; and WHEREAS, upon review of the application, and after such public hearing, the City Council finds that granting the request herein furthers the purpose of zoning as set forth in the Zoning Ordinance of the City of North Richland Hills and that the zoning change should be granted, subject to the conditions imposed herein; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: Section 1: That the Zoning Ordinance of the City of North Richland Hills is hereby amended by approving a special use permit to authorize a detention/retention storage facility on 3.191 acres of property described as Tracts 5, 5D, 5F and 5M, W.C. Newton Survey, Abstract 1182; Tracts 8B1, 8C1, 8E1, and 8F, Thomas Peck Survey, Abstract 1209; and Tract 8J, Stephen Richardson Survey, Abstract 1266, commonly referred to as 8161 and 8165 Precinct Line Road as described and shown on Exhibit "A," attached hereto and incorporated for all purposes. Section 2: The City Council finds that the information submitted by the applicant pursuant to the requirements of the Zoning Ordinance is sufficient to approve the Special Use Permit in accordance with the Land Use and Development Regulations, set forth in Exhibit "B," and the Site Plan Exhibits, set forth in Exhibit "C," both of which are attached hereto and incorporated for all purposes. Section 3: That the official map of the City of North Richland Hills is amended and the Planning Director is directed to revise the official zoning map to reflect the approved special use permit, as set forth above. Section 4: The use of the property described above shall be subject to all applicable regulations contained in the Building and Land Use Regulations and all other applicable and pertinent ordinances of the City of North Richland Hills. Section 5: This Ordinance shall be cumulative of all provisions of ordinances and of the Code of Ordinances of the City of North Richland Hills, Texas, as amended, except when the provisions of this Ordinance are in direct conflict with the provisions of such ordinances and such code, in which event the conflicting provisions of such ordinances and such code are hereby repealed. Ordinance No. 3610 SUP 2019-11 Page 2 of 4 Section 6: It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, and phrases of this Ordinance are severable, and if any section, paragraph, sentence, clause, or phrase of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining sections, paragraphs, sentences, clauses, and phrases of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional section, paragraph, sentence, clause or phrase. Section 7: Any person, firm or corporation violating any provision of the Zoning Ordinance and the zoning map of the City of North Richland Hills as amended hereby shall be deemed guilty of a misdemeanor and upon final conviction thereof fined in an amount not to exceed Two Thousand Dollars ($2,000.00). Each day any such violation shall be allowed to continue shall constitute a separate violation and punishable hereunder. Section 8: All rights and remedies of the City of North Richland Hills are expressly saved as to any and all violations of the provisions of any ordinances governing zoning that have accrued at the time of the effective date of this Ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this Ordinance but may be prosecuted until final disposition by the courts. Section 9: The City Secretary is hereby authorized and directed to cause the publication of the descriptive caption and penalty clause of this ordinance two times. Section 10: This ordinance shall be in full force and effect immediately following publication as required by Section 9 hereof. AND IT IS SO ORDAINED. PASSED AND APPROVED on this 14th day of October, 2019. CITY OF NORTH RICHLAND HILLS, TEXAS: By: Rita W 'ght Oujesky a or Pro Tern Ordinance No. 3610 SUP 2019-11 Page 3 of 4 ATTEST: ;0\`gl1\ iF �lI / ,.;;, •, d • • Alicia Richardson City Secrelaryp, \ ''''''''''''''' '' APPROVED AS TO FORM AND LEGALITY: Maleshia B. McGinnis, City Attorney APPROVED AS TO CONTENT: Clayto omstock, Planning Director Ordinance No. 3610 SUP 2019-11 Page 4 of 4 Exhibit A—Property Description—Ordinance No. 3610—Page 1 of 2 Special Use Permit Case SUP 2019-11 8161 and 8165 Precinct Line Road, North Richland Hills,Texas WHEREAS Texas Bluebonnet Realty, LC is the owner of a tract of land situated in the T Peck Survey, Abstract No. 1209 and the WC Newton Survey, Abstract No. 1182, in Tarrant County,Texas, being those same tracts of land conveyed to said Texas Bluebonnet Realty LLC by deeds recorded in Document No. D219077587 and D218256073 of the Deed Records of Tarrant County,Texas(D.R.T.C.T.),and being more particularly described by metes and bounds as follows (Bearings and distances are based on the State Plane Coordinate System,Texas North Central Zone (4202) North American Datum of 1983 (NAD 83)(US Foot)with a combined scale factor of 1.00012): BEGINNING at a brass monument found for the southeast corner of Lot 4R, Block 1, North Tarrant Marketplace, an addition to the City of North Richland Hills,Tarrant County,Texas, according to the Plat thereof recorded in Document No. D216080757,of the Plat Records of Tarrant County,Texas(P.R.T.C.T.), same being the northeast corner of said Texas Bluebonnet Realty LLC tract, and being the northwest corner of a tract of land conveyed as right-of-way to the State of Texas by deed recorded in Volume 12149, Page 759, D.R.T.C.T., and lying on the current west right-of-way line of Precinct Line Road (variable width right-of-way); THENCE South 01 degrees 01 minutes 02 seconds West, with the current west right-of-way line of said Precinct Line Road, a distance of 121.19 feet to a brass monument found for corner; THENCE South 00 degrees 45 minutes 08 seconds East,continuing with the current west right-of-way line of said Precinct Line Road,a distance of 79.63 feet to an aluminum monument found for corner,said point being the southwest corner of said State of Texas tract,same being the northwest corner of a tract of land conveyed as right-of-way to the State of Texas by deed recorded in Volume 12277, Page 1952, D.R.T.C.T.; THENCE South 00 degrees 49 minutes 18 seconds East continuing with the current west right-of-way line of said Precinct Line Road,a distance of 131.02 feet to a 5/8-inch rebar with a cap stamped "BHB"found for the southeast corner of said Texas Bluebonnet Realty LLC tract, same being the southwest corner of said second-referenced State of Texas tract,and being the northwest corner of Lot 2, Block A,Thornbridge North, an addition to the City of North Richland Hills,Tarrant County,Texas,according to the plat thereof recorded in Document No. D218139270, P.R.T.C.T.; THENCE departing the current west right-of-way line of said Precinct Line Road, with the north lines of said Block A,the following courses and distances: South 89 degrees 28 minutes 37 seconds West, a distance of 178.53 feet to a %2-inch rebar with cap stamped "VOGT 1928"found for corner; South 00 degrees 33 minutes 02 seconds East, a distance of 31.78 feet to al/2-inch rebar with a cap stamped "VOGT 1928"found for corner; South 89 degrees 05 minutes 20 seconds West, passing a 5/8-inch rebar with a cap stamped `BHB" found for reference at a distance of 48.75 feet,then passing another 5/8-inch rebar with cap stamped "BHB"found for reference at an additional distance of 145.10 feet and continuing for a total distance of 218.81 feet to al/2-inch rebar with a cap stamped "ASC" set for the southwest corner of the herein described tract; Exhibit A—Property Description—Ordinance No. 3610—Page 2 of 2 Special Use Permit Case SUP 2019-11 8161 and 8165 Precinct Line Road, North Richland Hills,Texas THENCE North 00 degrees 02 minutes 06 seconds East,departing the north line of said Block A,a distance of 368.93 feet to a %-inch rebar with a cap stamped "ASC" set for the northwest corner of the herein described tract, lying on the south line of said Block 1 or North Tarrant Marketplace; THENCE South 89 degrees 57 minutes 54 seconds East,with the south line of said Block 1 of North Tarrant Marketplace, a distance of 396.00 feet to the POINT OF BEGINNING and containing 139,020 square feet or 3.191 acres of land, more or less. Exhibit B—Land Use and Development Regulations—Ordinance No. 3610— Page 1 of 1 Special Use Permit Case SUP 2019-11 8161 and 8165 Precinct Line Road, North Richland Hills,Texas This Special Use Permit (SUP) shall adhere to all the conditions of the North Richland Hills Code of Ordinances, as amended, and the base zoning district of 0-1 Office.The following regulations shall be specific to this Special Use Permit. Where these regulations conflict with or overlap another ordinance, easement, covenant or deed restriction,the more stringent restriction shall prevail. A. Permitted land uses. A special use permit is authorized for one detention/retention storage facility on the property. B. Site development standards. The construction of the detention/retention storage facility is subject to the following. 1. Construction of the detention pond is subject to final approval of the engineering plans, including safety measures, by the Development Review Committee and City Engineer. 2. The detention pond outlet structure may be located less than fifty (50) feet from a property line. 3. The side slopes of the detention pond may exceed a 5H:1V slope. If vertical walls are included,the walls must be constructed and/or faced with natural stone. 4. The owner must execute a detention/retention storage facility maintenance agreement in conjunction with the approval of the final plat for the property. C. Landscaping standards. The detention pond must be landscaped in accordance with Chapter 114 — Vegetation of the Code of Ordinances and this Exhibit "B" and is subject to the following. 1. Five (5) additional trees must be planted adjacent to the lot frontage on Precinct Line Road. 2. The landscape plan is subject to final approval by the Development Review Committee. D. Amendments to Approved Special Use Permits. An amendment or revision to the special use permit (SUP) shall be processed in the same manner as the original approval. The application for an amendment or revision shall include all land described in the original ordinance that approved the SUP. The city manager or designee may approve minor amendments or revisions to the SUP standards provided the amendment or revisions does not significantly: 1. Alter the basic relationship of the proposed uses to adjacent uses; 2. Change the uses approved; 3. Increase approved densities, height, site coverage, or floor areas; 4. Decrease on-site parking requirements; 5. Reduce minimum yards or setbacks; or 6. Change traffic patterns. Exhibit C-Special Use Permit Exhibits-Ordinance No. 3610- Page 1 of 7 -I43 AIt04 bie t)udio. .__um Event _ - ;Rune/!"per5toreii 6renl.Davetopad -..._ teal Aifavrabte aW pefStmnE4eM - 0.111199 DlaiRagelOetenUortCaleul_ationt(100YEAREVENT)-. ,RunoNpacStormEvsnt•OevHopad,:_-.-_ _ OtainagelDetentifonCalCule7lons(10,YEAREIIENT( n s$ Modined Re6o/lMe8nd, - -+ ° '• foam - 'Modified Retlo701 Method. - - to P pW _ W 700 Ruin 1 1400yr C. 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Areas Bypass Pond() 'to _8 i 10,023 1 - 39 ih•+: Em4-may 10 21,09 '73,911- 10. 73,011,- 2,677 5.333 _0122 E15 _1411: 12,703 .15_ -.12,763 8,355- 4,34a-_ 0-100 F"I 025yr- .0.99 ds- - ,Bypam Pond() .. __ - Q25yr'7) 1219 cts A1WwaWe Rcte3se Rate _ - 4325yt-- 12@0 cU-..- -AlloW4610 Rakase Ralo 15 1@44, 18,596- 15," 1G556 9,5?8,• '.--7,pOp• 0,181 'Z41 „;.i4,td3 _'1CO3 '.�371TZ :'aim' V _ 20 19.354- 11,St8„ 7.878 a.'180 'r(i)- '219 rb' Undetaleed 00Wte Floiv,PasJn9110n+POM 20 0 00 17.733 30- 17 777_ 13.36I3 a,'6B 0.14- z x 4:(00fA-" -2.91Os - :Uiidtset4441 ono,Flow Passuq Tlttu Pont! 2U --/04 l4,364- 025yr 17), ' 73.33 cfs - •Pfnposed 0096,6 Ra[a 30 9u`S i7.737FIN1.4 1, 30 23:94 1534-"8i3D 6:187: 35' 9W ' i8.897 t@@97 - 15610 3.Ba7 0073 V rn Q29yr(Ti-". tiT4 as•- ,Pmposatl Refeate Rate • - 39 1J 05 23404 _ - - - '_ _ 35" 25,918 77273 ,T,844 0186 .Q - - 19909 tti711 3,107 007] LT] �i _ 35' f 1 S8 25119- Onstte Prppertl Contlltions - I OnsRe Proposed Condi6ees' - 40 ' 1108' 26514 - 40 " 26,544 19,tQi 7,352 0169 Arcs -3194te4 - 91) T2Q ....21,7416 $Q _ ;Igo 20D51 t,553• 0036 Area." - .31A mot - 5.9 966 28,965 -50. 28965 2303t" 5,934 0136 SUne(la)' - - �. .-. .,__...... .. .. . ..- _. . - ` a x 6 y3 23,031 60 23091 23 355 .:a flea w F'4 Time(T0)-- - 'i6Rnme£. - - - - 64 - 8S0 3a4T7 BQ; -3Q37, 2§..87Q .4,tar' 057 c6otlm' --'onOmmutP, . '�' Z 0 .0..,-- _.. -- 425tir- 562tn'M'- 1,25yi . '1.55'oNri - A Z 3 025yr - 21.68 cis • 0a4414p94 Runon-" 025yr --16.74 Cts' Oovsloped R4lrrofi 0 z a 0 a_ - ' 'Proposed Detention Pond Evaluation m' F - _' Efevailon -. ,Arenls4)'• Ac.•[Ievaue401ffererlce lnaementalVulumeet°) CumutatlulVolume1041 -C4o9ulatlse Volume iac-It) w ' ' ".. _ .....-.- -- "L�","r _ 1134 . 1134 - 0.036 0 SYBWSE''Ti56.97 - 100` - 38'D 4>Cd ." o ..,:, -6s7.m:i _ ilt=' ±'alz•, :-'� -::: � °-:''-� , ..... ..._.,.. :'. -.,...., y i' GRAPHIC SCALE w 2D 0 10 20 40 lOY-W9E 6670• " `- -- L� 5578'_ 1D»03 _ -''D239 w �S1'RWSE. 65759 - Q �° •,654."im ':fiCk7 old" - ..NE NU03R4; o 1 Inch=20 it ., u °659.ty7. --tTd '-ai6• _ - 300YR WSE' 659.03: 1A0 74L0 - 24352 - 0559 �' I i I t 666 = T9D9 alB z of . ' ';' ._ 1'Ff?EEBOARD. 6fDA0 '-- - ' - - - I • ' 1. ._, � � I • O 71. 664 j :I „�' OUTFALLSTAGINGTABLE 1.,= DESIGN IOTAS PROP.ax4•JUNcrIOry • N ���=' � ELEVATION OPoFICEA RELEASE{ds) warn. II 1 _ r 570 RM I 4^a6VJYE INLET r30Xw14JUNLEr TOP C' r-i„�.1_\_-"�-� � I II t?'1 • I 6555 6 a �RYP.OF W.6 WIE INLET Tom• o 1 1 '� I 656 a5 OS Z 1. --- - - - - I 141 !il; SYRWSE 65697 7.7 7.7 • N 6BO.eDTOPOF i 1 I m d..� 657 28 28 w EOPEN G to -- 1 __ 661 6 r. to ( 'O- �ry 107R W5E 65708 2.95 /95 • IN zssso 40'OFWYE r-i 1 660 4111111 � -� I el � 75YR WSE 657.59 5.35 5.35 °PF'�ONG I N I 659 e6 �I I jI1 • 658 7.73 7.73 • 1WYRWSE•65903 c) a I 658 • • J m I pt 1, 659 15.86 1596 11141IgYRWSE 659.03 Ifi.16 16.1G �_-.. t F-I iiiik .657 I 95YRYISE.65T.59 _ 656 ( !I ,, 660 27.71 27.71 • A 1.1 I I 1 i I NYRW.1...-.e1 QWJ i POND ACCESS I I I l• �� v, d' SYRW6E.656T E�_-.•,. o CLI' DETENTION POND DETENTION POND I �j'I fr I $ rl� O f4 i 'At -, _ I •-' PROP. V N�! N PROP.3 PILOT CHANNEL PROP.3'PILOT CHANNEL I L "------ _.y F. xr lEO. .11, _\ i l ., :I . , 0 0 o 63.o ) _.._.._ .� ,,, .. <, -.:... -.. ..<.�:.,, - I;rl°O1'02"W I I \ 3 wLL'i� N I II 5004508E 79.. --6 -°°- - -L --- , . I - % / \\ 655.W 662 660 . 1--an______ Y ----659 ' mk) pp • D ` O TF JUNCTION X AIL DESIGN: MVP O II ETEION U ALroC �J/ET ��il N \5, II 658 "..... \\\\ \\S. FRO / // CHECKED: �eMAM F F �coNCRErEoxJw�rv�BECONSiRUGTIDATALL PROPOSED PIPE SHEET 2016 TO EXISTING ATAEfePIPECONNE E PVIT ANOAT ATOLL AU_CONCREETE PIPE E -- --._. ...........,--..-"..._ .--- _ li PIPECHANGESHmORETHANHAFLLCONCRETE IPEPVrsTONGUELLCONCRETE C-5 " PIPE JOWTa WITH MORE THAN HALF RIE PPE TONGUE IXPOSURE , a Z ¢ • Fie No.X Exhibit C-Special Use Permit Exhibits-Ordinance No. 3610- Page 2 of 7 E.-o= Z ew , Ao C .g • GRAPHIC SCALE z - 30 0 15 3D 60 J r „ M = MIN IMM r Z do 1 inch=30 ft. -- $w LEGEND PRELIMINARY LY --6s-- EXISTING CONTOUR r construction=tn pur - No1 for RREviE purposes CLAYMOORE ENGINEERING CINSERIND-709- PROPOSED CONTOUR 9 CONSULTAANTSANNINO Engineer MAT]MOORE PROPOSED GRADE P..No.951313 oere 7/22/2019 : x�'50 (TOP OF PAVEMENT) 4 4 1 I - - - ME MATCH EXISTING I It4I M' 1 I I TW TOP OF WALL �- I G:p/�\Y._.'=5==.3-L_-..o.f.s._.�s_._._-- 662.501 M6E1A13 BNISE.]Ot i1 --_ _ ,,, . -„ ...:,,,c:, c _` ..; s n_ .,P ,,z4�-c:Nv�:-..a,-s .,,wat-,.5.,-,, - _ : :., _ p BW BOTTOM OF WALL ���- �' /� - ` �- _ i� ( "' i' A I• ) BW TOP OF GRATE ;i_ �..c= 0 CD ir; ... t•/.\ _ �. --ice_- - -.'f -_- _z_.-�F -tr \�663.66 663 -_a-\ Y\ a ( e fi]5.$J... �� -.t.: ::'1.01- K fifiB.�I 668. �I� -6 82 6"-'k. fi0......9.1... (I ( n tm t+'` E i ' r m • ! Q \- _L- J_=" L- �j'1,.._ \ •,t - -,A- ,-, �K 683.ts 663... F!,„4 t\ �11 1.. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS y�I : 1516.i 1675.51 I 6 .:: •D.fis ( �63�'§66 ,�YJ-� �� ( 665.46 61.39 I 662.79 I'.., I 1 ( OTHERWISE NOTED. !� F I 1 ) / "> h I� o I ,aa ) ���\6 \ n m y6� tt ( I I 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD I ._.J 1--.1_ °� ( es. o 1m I m 46772 66` \ m' O 1 \ 1'1 l ( DRAWINGS.THE CONTRACTOR SHALL VERIFY THE EXACT � �. x m m / I `R 67,,w 1 ( ( ,a fi67.fi6' \ 1 (m m \ \ _ )I' t 65722 1\ LOCATION OF EXISTING UTILITIES AND NOTIFY THE ~ Vy //� (677.00 574:32 673106 w�^ 671.62 '6]0.50 I 668.86 t \ss]sz1 � ( fif5z1 _' \_ 6 �6o.s1 I 1 , 8 657.29 ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. W (� 3 \ \ 1 y&Or '-'7....-__ - 6• I , } 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED y I�..yI / �/ 67477 s 4.a1 I o •- 2jvc 6]t72 '-'fiio se ""( s6eas I - �yy+�.y.�,� 663 z \ _ I 1 I ( 4:1;MIN EARTH GRADE IS-IN MIN PAVING GRADE IS 0.5%, O i M1 W I G ) 867.9, 66625 fi6lT •.:. twilit'," � QH [m, / 4! " / I I I 6sate 6Q62 STEPS I,mRAIDN ` fi62.41 6$z36 \ - I I t 4. ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED r, / 435 'I I 1 TR ( \ \A ss32s 663A0 8 ��sss.98 , OTHERWISE. A / d„"='=� __-� / I _ I 1 ' 1 I 822 ) \ PER ARCH UWSB6PEC8 TW 6.`A6 \ 66275 ! 65].06 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS 0 I j l 1 ) I T e `C•325 I t REGARDING FILL COMPACTION AND MOISTURE CONTENT. 4 vw,c.• I I f { I PROP. \ W \ TW / ! 1 r / 1� ;REFER TO ARCH I I 1 6. REF.STRUCTURAL PLANS,SPECIFICATIONS,AND / ( �� 6]3.g6f 672 `. (p , n I BLIi.DINCC FOR I. 1I .57.0§.gy m N I 1 �, I GEOTECHNICAL REPORT FOR ALL BUILDING PAD / I t� / _ -I-m \ \ I I (73'91 SGF) Fou4nNONOETNes I 65fi. I ( PREPARATION CRITERIA I`-` { g�3 I x6:.78 r.,.30 6 x 666.88 A.96 665.1 1 2 1.FE 2EER61RCH PLANS B SPECS( 661.992 - 6..93\\ Y III I I / / II 666.96 1 1 6TE yy/ O�u \G t 86325 187 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE 6'682 c9 • / ! -1_ 686.38 \ TW \ I 656.95 I RAMPS PER CITY OF NORTH RICHLAND HILLS AND ADA Z / I / 1 73e s)�6n.7I8 m I " / 8.65 6 66_ , I ) 1 STANDARDS. _ I 1 B. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES > J I^ / I s�....� • I I - �L 1 m a s1.:t I� � 5. (c 16]4.oa b673.z2 m 672.19 I aka 96 66Y fi6� ,-.._� fifi41.p �! .�' ki I INCLUDING C SLOPES SHALL ROSSING DRIVEWAYS SHALL CONFORM TO ADA i r ) 'F. _ _ .-. `, ( l fise.6l6fi ,y] I I'. seas 1 SLOPE OR STANDARY%CROSS SLOPE SOIDEWAEK ACCESS TO ITUDINAL of J 6 10 1w i0 m tO $ I EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. ',,...,.(11/..1t. n m 6 64.44 656.90 I ¢ x-I s74.74! "!-� 87o.1s `O m\ 1 se, '\ �-...x I I I eLt CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA . ,. I I INIP 6]1.14 �\ 66� 6fia.'' I I ty1 I ! '63 I CRITERIA CANNOT BE MET AT ANY LOCATION. rp ? ppp���n•T i 'ts]'rsa fi]4.8 674.11 fi]3.56 1 672.: 671.1p tl m \\ t m :mF I I 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO I ! i I I I ( ! ` \ m \ \ i \ \ a IJI I I I I. I CONFORM TO LOCAL,STATE,AND FEDERAL GUIDELINES. p j / ;� I 1 s I s� s� I m �\ ~\\ ^:;' II I I I 10. CONTRACTOR SHALL ADJUST EXISTING VALVES,MANHOLE w 68 / :---:m 1 'x I ? >,I \ \ \ 664.n J 1 1 ! RIMS,ETC.AS NECESSARY TO MATCH FINISHED GRADE. > w ) s.t�'!sa/: I 16]a.35) 6 4.']¢26 673.e0 I L 61127 \ m \ \ \ 664.87'�_ ', I : I 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY ,LY / al 1 P • I \ e]D.' \ o 667.e7\ 66s.o6 .[ 6y6 1 I ! FROM EXISTING 8 PROPOSED BUILDINGS. x k. 914, Ii --, 1 -- 16lall $�'- 67s.83T _-_, k f667 \ 6660I'i • \ .%6674 \- - i:- ( I / .'13 1.33 STEP§Al HAM:RARING :�• m�--. ., t I _ 675.92 'X6]S56 f]4.66 ! :676 PEftARCHPLAN86PEC5 ) 1 / . I1- - _ n(669'.® 3 1•'`O SOF) I , `I M I I .657.09 o - TR 1 66bs fFE=668.00 I ( I( 657.02 ! STEPS W/HANDRAI G ( fi6].88 668.00 I ) T�66W3.25 ¢ /I 1 PEIjARCH PLANSd SP ) 'REFER TO ARCH •'668,02 I : I•; '/toT 6fi02A 1 1 I I [;� N / FRCP. 1/ ( --.r sW I •PLANS E 66]-68 t 66539 ,�;-. I 1 I'. ) .�"? / I BUILDING Al FOI/NOAnONDETAILS fib , 1 f I 66531 661.OD -41 I o,, / I I (8863 SQF) �6]a sse.o0 •RFkF I i • I (` v / i / 1 FEE=674.0� \ ! NSORCH TW I Z / / I /574.76 \ 1 STEPSW/HANDRAIDNG I N.'FOUNDATION DETAILS 65524 5 1 ,I I ` '" OIO -... J I / I .57.455 4.0 614L0 PER ARCH PLANS 8 SPECS 16fi].9] , �\ 1 L I 65]Al I / I / 6]4.68 TC "`^-.1" 673.95 I I 684.0] --I _.-- - • 1 y TR I I 673.53 .89 \ 66417 Al , I I 657.331 4.. n LOO ) 4'6).11 I 6 3 ,• "_4. _r- ,3�1 66903 6T 53 \ fi6074' E 5 I In 1EI1' TN ) . '..+ P-4 66T • ll �F11111411 61T 6]4.]5 z 67 6]3.6 ���w� ��_ - If) / I i I I/ t:. 66.92 4 / / yyy 674.16 ..._, 6], 11� i�I � / ,}fE// I 656r(92 M,3 L. VFO! 16]2 E \ 6746fi 673.56 6732,,\ ( 669.55 I 66823 667.4]1 66].:• \ 663.63 1662.43 ••. -�. 19 8.6 ,Y &56.76z R Z o m m �l m \., m ) 1 miJ a// m 1a+ / /� (m :.mi/mm OI • MMM^E I--t r / �m /ice / �/ 6S623m (m, Im 1 H r �1 m .m '456 6 Y ]62s fi75Y60-m --6 6]4A1- 678.6 673A9 _a _ --_ -( 66.72, 667.64 662."_ !m 60.4�m . �;.SB fi5I ME.87 2 `I' j, �c r'm ��c ¢Z N / 1 I\ ;s/ :O�•. m - _ _ .�..659a6 rht Y N E. / I 675.82 tI \ 674 9_ �]3.80 673.] `i�i` I .950€ ....... ..].] m Ot O 63 / ,.�,�. a��- e i. ..,,k,.,.' _ -- -_ -_. 67.52 ' o N N �., <.4+s \\ \\ ` ,,\ ��I l (( Rt��- ` l', \556.9:4 1ss.59 yyqq��� \ fl/ Lp 65]S9: 3 m m 5 c \ \ \..,,,,'t?c6:. 1 / g• ,' g �4ME _On Un '- "?. -` \ \ "4'e,<- M-9a I / /6 L.R1-__IL, �b II��ry.( 1:I MEN vI / - /....--x"-Iasi-.._ae___ J 'nnm.. ....__,....._- �_er--- .''' ...... L675.____=_.r=:_B,._ ..L'..7r°._:„''' -- . �Ri=.__,.. `�a_x_ x__ __- du;,/-.o-`-,_._w o` _ 'G"u1', m m WoM1 ____- ____,-LID r:.r / / .Ii 1; I �- - - - i / / :I I 1 ( DESIGN: CWP D _ __ -673_ i i -672�- -. l l i---_.._. / ,II DRAWN: CWP _ f1 CHECKED'. MAM1t DATE: 6/26(2018 '- _ _ • r :- I SHEET 1 ! C-5 • File No.X Exhibit C-Special Use Permit Exhibits-Ordinance No. 3610- Page 3 of 7 HYDROUXPO CALCULATIONS.PRE DEVELOPED 1 1 t �•, a DRAINAGE AREA 7C C 4Os Ile Oro in On Ilm GI. COMMENTS Vs Z t' AREA (AC.) (MIN) I (INAIR) ICF$I 9NfNR) (ORS) (INIHR) (CF$) (INNOt) (Cr0) Q 6'y A-1 319 1262 060I 520 11.0' 720 1379 030 1569 1940 1901 UNwl51OPReDiND1LNERCA. = M. &8 OAI E 0.19 11,67 T7.79 15.69 19.91 rT W_ DRAINAAGE 1V fii 05-1 I 959 I 1262 060 I 620 I 219 I 720 I 266 630 I 294 I 10411 308 I ORA'.STOPNECNCTL NE ROAD RDAINAGE D.A9 x19 z-Bs 89{ 3s6 GRAPHIC SCALE .r� i- g TOTAL ^ 3 TB 14.07 16.33 1623 73.59 30 0 15 30 60 ' DRAINAGE i Ciag6 'TXDOT STORM SYSTEM YEAR DESIGNED FOR ID YR STORM.DETENTION CALCVATIONS ARE BASED ON ONLY RELEASING FLOW BASED ON A 10 YEAR MUSIFALL EVENT. .- W.e g 1 inch=30 ft - PRELIMINARY FLOODPLAIN NOTE FOR REVIEW ONLY Not for construction purpose. ACCORDING TO MAP NO.46121CC615G.DATED APRIL 16,2011 OF THE CLATMOORE ENGINEERING NATIONAL FLOOD INSURANCE PROGRAM MAP,FLOOD INSURANCE RATE MAP ENGNEERm6 Arm RLAnnmO OF TARRANT COUNTY.TEXAS.FEDERAL EMERGENCY IA4NAGEMENTAGENCY. DONSM.rANrs FEDERAL INSURANCE ADMINSTRATION,TICS PROPERTY ISWITRN ZONE'X' E,omse, MATT MDORE (UNSHADED)AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA E n Ne 93B13 paro 7/22/2019 -L / \ f" I I (5r4,I.e.,_ a LEGEND o I /,'MAAA,,R;Z S AF,t.ANT c 1p,4 -DRAINAGE AREA us-a•cu s (v � ,�,�_ APR snc V•fSA I ® -DRAINAGE AREA IN ACRES I� GLe^ �- ` 7. AD.roY r ---� ,..__. v.,-„r_`-;;� .,.,f --'. n, rs 7 ,•�•J W._, +ww ,_,. brt_ at+>E''''''r, 1 -FLOW FOR DRAINAGE AREA IN T`IM/ VI f �rtP- u.w. ^-c-' .. h� - --' des.sh je •.�`h' \"I_' \, _{yam a �� rf- �� Y ` �/- } `--- 4 '> ^\ — — DRAINAGE AREA BOUNDARY w ------------ \ 4nc ' BBD ti _ r s�tR, r„!• ev a �° e n —`uA —�----*-----4.--- '—0 c ,-- -\v z Q x Ha c,,.. .1--7 1 ill ,.,,., 4....r • • • . ,,.., , , , ---,var.'.US LI< Ca) 1 \\ \ \\ \� / __�•d l� �s•.a R.xn F,y cne i 'a ` —\ \ \ I - W W \ c,,,,�..n(�.M II7 •. I \ \ 1 1 \ `\ ` �I;j 1 I O ai �i \1• \ AI fli I Y'f I C v�/ / u^.rro-aTar 1`e�n¢re ( I ,1"e \\ 1 \ `�g_I I I�1li It ^ a o i I ` Zak RIM i \C¢ II ncco II~,TJ I I 1 \\ \\ \\ i I I(1I 11 z a a3 � ( �\ . I. \ \ I 9y . w l I //® �/ . 4,VP,,. z/�v bt I= 'F/ \--- I' \\\ `\\ \>\ \\\ :�IIa I �� 111 I w \\ •\ I -` _ I r/ -9 i I A ''"'"�'`,S`iT 7 `4c V N,s' T1 1 - •\ \\ \1 \11 1 \\ I I� I i ¢'. e I\ . z \ \ \ ` \ / " r ( '�.e,.e�,z„2 •ra 5>,i wI wi 1 1 Y V 1 1 \ 1 II I I m a \ ` \ �/ m n l 1,„1::'1;S:/:54':"1_4_,' 1 i ` J/" `\ 11 \ I Im M CC �� o m �°' I 1 1 1 le1kt'" 1 17,07 Y 07 1 w F iti y �s - =;i.,,CIi 'm-� 1 '' s j i t 1 I D1 i I q 1 '' '8` ` ""> _\ "� -?I';" �:R 1 1 I , �"°�•I.� \ \I \ \ �I c I i I I f \\\\ ` z;P,>r rr i '+ i y P\, Ir / i tvf ` \ ,, ��\ �`• \ 1`\ ;I 1 i I E I \ \ . I I I rVF co \ % I #fires I d r w �"!P4 \ \ \ ` I Wla NG I Q s, o ... ..- - - - - — ---- n I I i I V I I l I/ / AL...1fy •1„II 11 11 I ): h M _ I /� / / FEES SpYr,1' i 1 I m ro 61 a �/ 1 i 1A�1'7' I l!; 1 pG�4 w \ I 1 1 t1 I j i / ll I y;' Ir r i ' I 1 I ' I ! 1 j\ I IS 'i 1 / •n,\ \\ i 5z, i , Il t\ 1 I } �I' 11 W 4 W rci 1 / F I 1 \\ \ \ 1 it; i 1 '-1 W E Cm,( 6TTI // / ' / I 11 \\ \\\ \`\vs e� a — III/( /N'I 1/ "fro o 1 gee J o P,xr \\ ��� ( 1 I 0 4 .1 .i PSOS •oc y.:.,>r yLr, ---, l, r_ 1 41 o I\ /// /, \`^` nv�uxr ! //F�='ei7 �#MF__F-/`--DAr- ( rAv<� m n a A 1 n''_------ I \ ,. - m s_ /s'c sue-__-- j"fi--sss'Y�`°��•- 1 z C`A / e, • \\ , Hn• 6,i- 11•n l\ \ \ cs -'- '- 14 �rI 10� }NO / \ ,',i c i4'�y . \ `_ P cry;/i t�5 H o S w o `, ec a. a. • 5 \ \ I / (nux:.m,Li✓•-p,/ Le• I1 fI I! I I r • Cn m\01\ ^+..R it^�3ie / \ ` \� {wK I / 0'/ d m g ri Ci I I 1 lei .II g 3 m m ,�1vw y1. \/ \\ s/e-am + k'�c<sse 6 k W SA•REP.W.- .M.) '�vrP�Ilufi RM. 3 ''�r/%N I... — '1—rcJ+, — RL5' // / 1 u O L a 8 --- -- ----- _..-_-f„ ----- —...... A _. _,w•_r-. //,o.. �'11(' i�O R DESIGN cwP \ II m Ail ----— — - -- — — — . _-- — _��C /iGr�.)p z 11 11 0' DRAWN. CWP m FpF>� --------674 _-----_ _-673� Bi2`�6T7'-� i/ //// I y'1 CHECKED: MAM F-Q S _ -670�'� / ' I i 1 ( 1, DATE: 6I2H2O16 o o m ---- _-------- �- -669--� I i' SHEET I I I C-7 Fig No.X 1 Exhibit C-Special Use Permit Exhibits-Ordinance No. 3610- Page 4 of 7 REGISTRATION 1.199 HYDROLOGIC CALCULATIONS-P0ST DEVELOPED L}--I ^.' 8 a DRAINAGE I MINI TO c I, Qs IN Q,o I. Ctn. Ito, Chao COMMENTS - uZ AREA (AC) ) ONMR) (CPS) [INlRR} lust (1WKR) (CPS) [IN)19t( (CF$7 /4k O l . 09- A., I 0.77 10 0.90 020 4.30 7.24 502 8.40 5.87 1:.10 7.74 PROPOSED WYE INLET-OP - f� B-1 I 1.07 10 0.80 020 5.97 724 697 8.48 8.15 11.50 10.74 SKEET FLOWS Mil POND - } iv� W, C-I 0.67 50 0.90 020 3.74 - 724 436 8.46 5.10 11.16 - 6.77 PROPOSE0 CURB INLET W D•I I 0.10 10 0.00 820 0.56 - 724 065 8.46 0.76 11.16 - 1.00 FRCP0SED CURB INLET GRAPHIC SCALE ^~ •E-I 003 70 0.90 820 O.17 724 020 8.40 023 1:.16 0.30 PROPOSED CURB INLET 30 0 15 30 60 J LO- ffi R-1 020 10 0.90 020 1.12 724 130 8.48 1.52 11.16 201 PR0P0SEDCLDus[NLEI Z, 1$ R-2 018 '10 090 920 107 724 II? 800 :37 1713 181 EM +7 ENS� OPEUST71046'RCP l inch=30 R. ._ ...W 0b R•3 0:7 '10 090 87D 09S 774 111 048 779 1716 of PRCPOSED CURB INLET _ ONSITE 3,19 17,81 20.79 24.30 7204 DRAINAGE --- PRELIMINARY OS-1 I 059 1262I 060 I 620 I 219 720 I 255 I 8DC I 294 I 10.40 3.68 I 0RAINE T0%AEC 4407 LINE R0M FLOODPLAIN NOTE FOR REVIEW ONLY Not for construction purposes. OFFSITE ACCORDING TO MAP ND.4812100675G,DATED APRIL 10.2011 OF THE 0.59 219 2.55 2.94 3.6B DRAINAGEOLAYMOORE ENGINEERING OFTI0 ARHNTC FLOODINSURIW0E PROGRAM MAP.FLOOD INSURANCE RATE MAP wcaE6nflOM svmn0 OF TARRANT COUNTY.TEXAS,FEDERAL EMERGENCY MANAGEMENT AGENCY. TOTAL 3.76 20.0D 2333 27.23 35.72 FFIUPOI INSURANCE ADMINISTRATION,THIS PROPERTY IS 1M1WN Z0NE'X- ,"e DRAINAGE r MATT MOORE (UNSHADED)AND IS NOT WITHIN A SPECIAL FL00D WARD AREA. RE pa.95813 o,Is 7/22/2019 'TXDOT STORM SYSTEM DESIGNED FOR 10 YEAR STORM.DETENTION CALCUATIONS ARE RASED ON ONLY RELEASING FLOW RASED ON AID YEAR RAINFALL EVENT. I ,I I Inv LEGEND 1 I I ._--.._ ® -DR G1°� - ��1`"�=- "_"" `= _ -- - r z -FLOW FOR DRAINAGEAREA IN [� -'''''-----7----.,--.,-.. ` 'r.- _-z.F =. a:.s=.. rfi-2 O -,,f,"-saw-uu - _.ay...,_Lsy . .'� ..M,� - a,I y. F cFs Cm, VI 0.--- "..'-- •-`^` �- �a„�Y \ - / [ \ s • \ - - DRAINAGE AREA BOUNDARY Iai % • T)A s `b\ ' 1 I / ram, /•_, / t �°\ rz lR'3_. 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' R f \ VI [8853 son • artIL ® '�.. i • z I i /, // f \ W Z;'t',1 . , , i <94 jVj 1 j 's s N b V.,\ /� ` `\ \ p l //m m/} / �- Io r I ^ I > IyJ W 0 // N ®1 m ,/ m m/ b / urllialak m�o p iu as in Qy % .5'1 // I I�° m 1�1 axm n- - --- aR��IcaY`� s+►i IW \ j, i i1 in`oi I.-.I I gi I II I --""-----""••I I I II"••ill ...---- - -----.. "'......-'..-ni "'"...--- =-'....'2"1-8\ I' -' 1 r4 /m \ \ I / L ,cp/ 1 ` oo50 1 � ae.so> \\ .� \\ \ v/T I / / ^/ y / It i I I 1 i sl 1 / 11 3 m m ,S,,�n \ \ `\ \1;:A::'"; ' // a ao 10 ,� u N 1 1 fi 124 Q4 11F]ry 0<Oy - -_.._ --673'_-- 672--'- /� / Y 1(�1 DESIGN(1�` i DRAWN: f]NP W _ _ / • 1 CHECKED. MAM ~F-<F- 671-'=67� // ' II" i IT il. DATE 62G2D18 00ON ----- _----_-__ �• 669�-/ 1 I i: SHEET as�g - - - I C-7 no No.X Exhibit C-Special Use Permit Exhibits-Ordinance No. 3610- Page 5 of 7 ,QAsrt ,n �� g. cm g o ITT �' w: 1 w GRAPHIC SCALE > Z g • 30 0 15 30 6D , -' C --� �' B. s i Inch=30 fL 1 Z S° LEGEND .o-------. EXISTING STORM DRAIN PRELIMINARY FOR REVIEW ONLY . ——— PROPOSED STORM DRAIN Not for construction Purposes. CLAYMOORE ENGINEERING ENGWEEPNG N.KAMM ® PROPOSED WYE INLET LONSOL TAWS & MATT MOORE mee P No.95813 0.ro 7/22/2019 p/ / I \\ I PROPOSED CURB INLET f,\I I / I O ROOF DRAIN,8"FL 700.00(TYP.) a v �ar.N.onP ,1 7 2 I ❑L c+_ m-.:,1.� •� I _ I_ __"—•.T,x--- ,a�.=_;Iv ..,,,,a.��s4.L w-----_.j,�wwffi r o,:-.. ....®w =+t*%n ''e4''_ �.ec♦.. :�" ,\I V/ ... 1 W - _ _. ......— . ---- —.�.. .._ - 8r� g rs --- -- -- 2\ - - G::.:�-=....o -tx—,..,a _*1..- T....-r.—:r-_fi__m_....r _..�y...._-_a -ry.___.. _�..—.n._�.::.n...... ._, .-.,i.^„ l ..,.� Y iaa y;'1 —....... II , CI)= Fl 1;1 i— I 1 1" V L.._1 I A : ^/ V LUx1 A- STA'Ox13SO STORMI LINE 16 NSTALL- 'x 14-,eA _. _..._._._ ---- .a r 'NYC .-____� -�,fi 1-10'CURB INLET O a W r _ 14 LF OF 24-R ( � 'AW PROP. F is Fr BUILDING C I STA:0.00 STORM LINE B a f CI OUTFALL LL THROUGH WA '� � /.. PER TXDOT DETAIL CH4'W-0 I z m D: 0 �/ 0 I— H ( ) 6 giI I• '. al 0 y two`" f L II a ` FRCP. y I ti 40 LF OF 24-RCP Q?292Yo}, T� 1 I BUILDING �•1 tti ( STA:OM0.025TORM LINEC NJ "'�------.-. 1+750 SOS INSTALL I i µt w 1.4'X4'TXDOTPATDSNLE'SL' ' ��1 W/ORIFlCE OPENINGS1 Q PROP. r - , / 'PER DETAIFL 24 652.00 I L SHEET C-10 I. Q} VI —-� BUILDING / �� STA:O+OO BTORM LINEA I I Ur ""0 3 L8863 S CF) il( OUTFACE THROUGH WALLCC 9 I I rrvv PER TXDOT DETAIL CH-PW-0 A• .0Z.O+UA I-10 ` I . FL 24.555.13 I I Z E ) I I I ' In -- _•o � �. (9 LF OF 24.RCP IR 4.41Y -_144, � I i..Ix Py 1 / a N _ _ �� STA:OxOB.605TORM LINEA / I -4I U J INSTALL i I. ..........e.., ................../Y 4•... 1.1O CURB INLET--_a•............f. 1,i a �w=.C.__\"""...'......'...'.",,,.,seem"", ....",..,..,""", .... "` FL 24'655.59 i jI V Y STA:0,00 STORM LINE I '1/ {T�* F-i Y CONNECT TO EX.If X S RCB a 0 W/CONCRETE COLLAR 6 I Q/ FL24':650.83 a0a I: Pi NNZpN I I (/� o�o is K_»5 I ONWN s� 6 It K\ \ > ,CC'� ' Ft 3TI' v gsa s r6 .. O - .._..—.__,.—.... ....___�. ._- Lb1PEP • .. — I:I I DESIGN CWP pQ p Q 0 — — — — L'.xl+�. Y I Ol CDRAWL CWP HECKED: MAP 0 n O U N I w I 14- jI DATE a a O 9 g SHEET I I 1. C-9 Fie No.X 1 • PLOTTED BY: DREW DONOSKY PLOT DATE: 7/19/2019 9:21 AM LOCATION: C:\USERS\DDONOSKY\DESKTOP\2018-075 NORTHSTAR DERMATOLOGY\CADD\SHEETS\C-11 STORM DRAIN PROFILES.DWG LAST SAVED: 7/18/2019 8:22 PM 1 A — I x RI I n w > 1 8 w 8 g 8 s; 8 8 8 1s 8 q I 3: �$ O 6 9 g o T o. ro 1' . I Y P id >RI fiIiI I C 1a1 ;5I I • 1 n I mA 8I g A zz mA ;Nm m Im m vi 1 K N :O N IO TA O .... i { STA:0+00 STORM.LINE A I 1 OUTFALL u; 2 THROUGH WALL', PER TXDOT DETAIL CH-PW-D m 5X3 a J n STA'0+08.SOISTO M LINE A 1 I 1 I [tI� ��o_m INSTALL I' A 0 �� I D 1-:10'CURBINLE : H ip n I TI—' 1 I I W. Y a m : ., L ..4. _ 80.. ___ 1 8� 8 8 o N o I 1 O v W (3 N 5 2 T Cr R., n 8 Si 8 8 8 s vci 1 5. N I fD o n �7 E- T1 01 alp a f0D o 8' ; O K °N' F. m CIrn -13 , O N O 9 N - ......................... .............. CD III 1 I ... ..-. IN P N 0 off« STA'D+00STIORM LINE I "x II'orn OUTFALL THROUGH WALLgCO p PERTXpOT 6ETAILCF{-PWO rF i i a E O} 656.9 _FL:(24"=656.Q7___;._.._..-___ ` _-_ m A���po \ r X - m J o W INS p CURB INLET q,o I -1•11'- Cr N N u O y -n n Z STA'0+13.50 STORM LINE 1-^-_-I__-__.._ v� x 1I v FL:24-657.36 - 1 V. I O WJ _,11 ':m 0 c 5 .9 u W -. A Z p itNll O N O — I --L---L-•—T--- ' 0 0 • W oIti -. o m Ili4 R g m V w LL1 I"al• m 8 C;�Drt 0 5 S D) A OD 8 N & +1,. CD 1> _ 8 3< fr Io B, :co Ot Sc/ co O —h 12 O N io :O N x O N m r_'-_ I J` 0 0 0 t 657.3 STA'0+00 ST I 8 N • 0 o u m c N. i u 91 O CONNECT TO EX;fi'x 5,'RL..: NE\\\ 18 o• n 1 . o o C) INSTALL: I 1 I t ' I I I 1 NA' N # - ]-.1 a J..4'x4'SXp T.P_Q.kp.S.TYLE'SL'. ' -.:._.._._ ._ . 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L2 01 Star-Telegram MEDIA Arlington Citizen-Journal I The Ke !en I La Estrella Mansfield News-Mirror I Star-Telegram Noll' i Weatherford Star-Telegram star-telegram.com 1 808 Throckmorton St.I Ft Worth,Tx.761024315 AFFIDAVIT OF PUBLICATION Account# Ad Number Identification ll PO Amount Cols Death 600579 0004422932 CITY OF NORTH RICHLAND HILLS ORDINANC ORDINANCE NO.3610 $92.36 1 1 52.00 Li 1 Attention: Traci Henderson THE STATE OF TEXAS CITY OF NORTH RICHLAND HILLS County of Tarrant PO BOX 820609 NORTH RICHLAND HILLS, TX 761820609 Before me, a Notary Public in and for said County and State,this day personally appeared VICTORIA CITY OF NORTH RICHLAND HILLS RODELA, Bid and Legal Coordinator ORDINANCE NO.3610 9 AN ORDINANCE OF THE CITY published,ram for the Star-Tale b COUNCIL OF THE CITY OF 9 p by NORTH RICHLAND HILLS, the Star-Telegram, Inc. at Fort Worth, TEXAS, AMENDING THE COM- PREHENSIVE PLAN AND THE in Tarrant County,Texas;and who, COMPREHENSIVE ZONING OR- DINANCE BY APPROVING A after being duly sworn,did depose SPECIAL USE PERMIT TO AL- LOW A - i and say that the attached clipping of DETENTION/RETENTION STOR- CITY OF NORTH RICHLAND HILLS AGE FACILITY TO BE LOCATED ORDINANCE NO.3610 an advertisement was published in AT 8161 AND 8165 PRECINCT AN ORDINANCE OF THE CITY b aove the named paper on the listed LINE ROAD; PROVIDING THAT COUNCIL OF THE CITY OF p p THIS ORDINANCE SHALL BE NORTH RICHLAND HILLS, dates: CUMULATIVE OF ALL ORDI- TEXAS, AMENDING THE COM- NANCES; PROVIDING A PREHENSIVE PLAN AND THE SEVERABILITY CLAUSE; PRO- COMPREHENSIVE ZONING OR- VIDING A PENALTY FOR VIOLA- DINANCE BY APPROVING A TIONS HEREOF; PROVIDING A SPECIAL USE PERMIT TO AL- SAVINGS CLAUSE; PROVIDING LOW A FOR PUBLICATION; AND PRO- DETENTION/RETENTION STOR VIDING AN EFFECTIVE DATE. AGE FACILITY TO BE LOCATED 2 Insertion(s) Any person,firm or corporation vi- AT 8161 AND 8165 PRECINCT olating any provision of the Zon- LINE ROAD; PROVIDING THAT Published On: ing Ordinance and the zoning THIS ORDINANCE SHALL BE map of the City of North Rich- CUMULATIVE OF ALL ORDI- shall 17,2019,October 18,2019 land Hills as amended hereby shall be deemed guilty of a mis- NANCES; PROVIDING A demeanor and upon final convic- SEVERABILITY CLAUSE; PRO- tion thereof fined in an amount VIDING A PENALTY FOR VIOLA- not to exceed Two Thousand TIONS HEREOF; PROVIDING A Dollars ($2,000.00). Each day SAVINGS CLAUSE; PROVIDING j any such violation shall be al- FOR PUBLICATION; AND PRO- lowed to continue shall consti- VIDING AN EFFECTIVE DATE. tute a separate violation and Any person,firm or corporation vi- punishable hereun- olating any provision of the Zon- der. ing Ordinance and the zoning PASSED AND APPROVED on this map of the City of North Rich- 14th day of October,2019. land Hills as amended hereby CITY OF NORTH RICHLAND HILLS shall be deemed guilty of a mis- By:/s/Rita Wright Oujesky_ demeanor and upon final convic- Rita Wright Oujesky, Mayor Pro tion thereof fined in an amount Tem not to exceed Two Thousand ATTEST:/5/Alicia Richardson_ Dollars ($2,000.00). Each day Alicia Richardson,City Secretary any such violation shall be al- APPROVED AS TO FORM AND LE- lowed to continue shall consti- GALITY: / /) /s/ Maleshia B. l /. McGinnis tute a separate violation and Maleshia B. McGinnis, City Attor- punishable hereun (Principal Clerk) ney der. PASSED AND APPROVED on this 14th day of October,2019. SUBSCRIBED AND SWORN TO CITY OF NORTH RICHLAND HILLS By:/s/Rita Wright Oujesky BEFORE ME,THIS 18th day of Rita Wright Oujesky, Mayor Pro Tern Oct.ter in the year of 2019 ATTEST:/s/Alicia Richardson _ ' Alicia Richardson,City Secretary APPROVED AS TO FORM AND LE- GALITY: /s/ Maleshia B. McGinnis Maleshia B. McGinnis, City Attor- 111 ney ,��`•'•"r`.... AMBAR LIZARRAGA ,c My Notary ID#132031291• 'F b• sV Expires May 30,2023 Extra charge for lost or duplicate affidavits. Legal document please do not destroy!