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Home My WebLink About2148 03-14-2017ORDINANCE NO. 2148 AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIFIC USE PERMIT ON 12.459 ACRES OF THE J. HAVENS SURVEY, ABSTRACT NO. 685, TRACT 2A FOR A HOTEL (LIMITED SERVICE); PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATION; PROVIDING FOR PUBLICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Planning and Zoning Commission has conducted a public hearing on February 7, 2017, in conjunction with Specific Use Permit Case No. 16 -19 -SUP, and has rendered a recommendation to the City Council with respect to this case; and WHEREAS, the City Council has conducted a public hearing on March 14, 2017, has considered the recommendation of the Planning and Zoning Commission, and has determined that the proposed change is in the best interest of the general welfare of the City of Euless and that any foreseeable negative impacts of the proposed use have been mitigated through design restrictions or other set conditions. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EULESS, TEXAS, THAT: SECTION 1. ALLOWED USES. A Hotel (Limited Service) use as specifically described on the Specific Use Permit Form (attached hereto and made a part hereof) and as indicated on Exhibit A shall be permitted on 12.459 acres out of the J. Havens Survey, Abstract No. 685, Tract 2A. SECTION 2. SEVERABILITY CLAUSE. It is hereby declared to be the intention of the City Council of the City of Euless that the sections, paragraphs, sentences, clauses, and phrases of this ordinance are severable and if any phrase, clause, sentence, paragraph, or section 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 phrases, clauses, sentences, paragraphs, or sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional phrase. SECTION 3. PENALTY FOR VIOLATION. Any person, firm, or corporation violating any of the terms and provisions of this ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined in accordance with Chapter 1, "General Provisions," Section 1-12, "General Penalty," Euless Code of Ordinances. Each such violation shall be deemed a separate offense and shall be punishable as such hereunder. SECTION 4. PUBLICATION CLAUSE. The caption, penalty clause, and effective date clause of this ordinance shall be published in a newspaper of general circulation in the City of Euless, in compliance with the provisions of Article II, Section 12, of the Euless City Charter. Further, this ordinance may be published in pamphlet form and shall be admissible in such form in any court, as provided by law. SECTION 5. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage, as provided by the Euless City Charter and the laws of the State of Texas. PRESENTED AND PASSED ON FIRST AND FINAL READING at a regular meeting of the Euless City Council on March 14, 2017, by a vote of _ayes, _nays, and 0 abstentions. APPROVED: Lin' ariin, Mayor ATTEST: % Kim'S�after, T MC, City Secretary APPROVED AS TO FORM: Wayne Olson, City Attorney Ordinance No. 2148, Page 2 of 3 F S ORDINANCE NO. 2148 SPECIFIC USE PERMIT CASE #16 -19 -SUP LAND USE: Hotel LOCATION: John Havens Survey, A-685, Tract 2A 1301 Chisholm Trail This permit is valid only for the property and use listed above and then ONLY in accordance with the following documents and/or conditions: CONDITIONS (INCLUDING DATES): 1. The Specific Use Permit is tied to the Property Owner: A&M Hotels, Inc.; 2. The Specific Use Permit is tied to the Business Name: Aloft Hotels, and 3. The Specific Use Permit may be revoked if one or more of the conditions imposed by this permit has not been met or has been violated Considered by Planning and Zoning Commission: DATE OF ACTION: �' Uapproval [--]denial Signature of P & Z Oairman Considered by City Council: DATE OF ACTION: L'rJapproval denial ' a Ordinance No. 2148, Page 3 of 3 Signature of M or EXHIBIT A LOT 11,BLOCKHj LEGEND GLADE PARKS ADDITION LOT 1, BLOCK G PROPERTY LINE GLADE PARKS ADDITION LOT 1., BLOCK GLADE PARKS ADDITION EASEMENT ZONED: PD -1944 INLINE RETAIL PARKING COUNT (UNDER CONSTRUCTION) R10' 's PROPOSED DUMPSTER 0.2' 0.3, 113 4- PROPOSED FIRE HYDRANT 29# 5, 9 PROPOSED FIRE LANE u j 10 BUILDING R .............. . C:> R28' R7 BUILDING A .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 8x70' SIGHT rn . . . . . . . . . . . . . . . 60 il- U . . . . . EXIST_ 10, - . . . . . . . . I . . . . . . . . . -wAu Es R1 VISIBILITY TRIANGLE 1,' k W SF TEERR ES EADUE EMERGENCY ACCESS DRAINAGE 61843 SF STORY UTILITY EASEMENT' 1 srwy P HEIGHT' 25'-0` PROP. V ES HEIGHT. 25'-0" -3, q -7 R7' %j L^4 A UTILITY EASEMENT BU EW NOTES: UE ?ROP. 20' 1. BUILDINGS ABC,C1,DEE1,J, AND J1 ARE PROPOSED TO BE DRWGE-ESWT-. H 9 D NAGE ESMT., ONE STORY COMPOSED OF 61% RETAIL AND 39% RESTAURANT. H i EXIST. 5 ILA EXIST. 20" 8'x7O' SIGHT L4 2. BUILDINGS F AND G ARE PROPOSED TO BE THREE STORIES j '_ UTILITY Eg.7 -18 R4' TYP. - - — - — - — - 1 VISIBILITY TRIANGLES R-2!-T(P. DRAINAGE ESMT. WITH THE FIRST FLOOR COMPOSED OF 61% RETAIL AND 39% EXISr. - 11PROP ESMT RESTAURANT, AND THE SECOND AND THIRD FLOORS COMPOSED rn. SWR. WR. W.�, — - --,, , -"% I - OF 100 OFFICE, 28' SIDEVIA�-- L24 H 10 H 7.5J 3, ACCORDING TO THE FLOOD INSURANCE RATE MAP PUBLISHED (2D5 H 2 2� t SI BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY OF THE HOMELAND SECURITY AGENCY, THE SUBJECT PROPERTY APPEARS 13 Y (AREAS DETERMEINED TO BE OUTSIDE -va F TO BE LOCATED ZONE SEWER EAS 2 4# EASEMENT PROP. 5 THE 0.2% ANNUAL CHANCE OF FLOOD), AS SHOWN ON MAP. NO. -4w- SIDEWALK 48439CO230K, MAP REVISED SEPTEMBER 25, 2007 FOR TARRANT R2 v 3U rn COUNTY AND INCORPORATED AREAS. 4. PUBLIC RESTROOM FACILITIES WILL BE PROVIDED WITH THIS LOT 4R, BLOOK DEVELOPMENT AT A LOCATION TO BE MUTUALLY AGREED UPON 00 GIIIADE PARKS NOD 7T 1 co 7 ZONED: PD -1944 32 PRIOR TO CONSTRUCTION. b OD 5. ALOFT HOTEL ADDRESS WILL BE 1301 CHISHOLM TRAIL C14 15 3 6. THE PEDESTRIAN SPACE BETWEEN THE PARKING GARAGE AND _n 136' BUILDING D a all THE ALOFT HOTEL SHALL CONSIST OF A COMBINATION OF THE . .... BUILDING C1 11,426 SF FOLLOWING SAFETY AND AMBIENT ENHANCEMENTS: rN 13,065 SF w 1 STORY u 7e:R 20' C Opi �r G ME DW L 1 STORY HEIGHT: 26'-0* THE PARKING GARAGE AND HOTEL SHALL HEIGHT- 26'-0` 5 BUILDING E 200 8'x70' SIGHT HAVE EXTERIOR LIGHTING. 37, b. DIRECTIONAL AND ADVERTISING SIGNAGE. 14,139 SF VISIBILITY TRIANGLES B -B13 1 STORY 2' BUILDING El c. ENTRY PORTAL TO ANNOUNCE ARRIVAL TO BUILDING C HEIGHT: 34 0 -6 w yy 9,830 SF LIFESTYLE CENTER. d. LANDSCAPING AND HARDSCAPING ENHANCEMENTS, 1, I 130 SF 1 STORY - I - I I "I INCLUDING POTTED PLANTS AND PAVERS. 1 STORY I i > f - t 7 HEIGHT. 26-0" e. ART INSTALLATIONS. HEIGHT. 26'-0" 15' WATER ij LOT 1, BLOCK J wm EASEMENT `GLADE PARKS ADDITION L^j 0 ZONED: PD -1944 M )v/ H LU H 10 Ablvv DIRECTIONA SIGNAGE FOR "HOTEL DROP-OFF to R40 CID w ONLY 8'x70' SIGHT t-9 4* C-_ 0 rn (BY SEPARATE SIGN VISIBILITY TRbzNGLES i - I ttt0 0 CHISHOLM TRAIL PERMIT) H H B -B, 24 17- ;> 15' SANITARY DIRECTIONAL/ 37' B -B _j SEWER EASEMENT ADVERTISING PROPERTY OWNER =3 SIGNAGE ON 9 - GLADE LIFESTYLE, LLC BUILDING FACE " 65!8 6723 WEAVER RD, SUITE 108 0 16' co C14 BUILDING F BUILDING G BUILDING JI EXIST. ROCKFORD, IL 61114 CO 8,491 SF 8,522 SF 15' ALOFT HOTEL BUILDING J (815)387-3100 r- -1 1,230 SF 8,827 SF 20' 85" R.O.W. CONTACT- ZACH KNUTSON 0 1 3 STORIES 3 STORIES 17,559 SF 1 STORY 1 STORY HEIGHT. 45'-0" 3' 5 STORIES HEIGHT' 26"-0" LOT 4R BLOCK K DEVELOPER HEIGHT. 45'-6" HEIGHT: 26'-0'" EXIST. 7.5' HEIGHT.• 71'-10" NORTH MOCK REAL ESTATE, LLC 6723 WEAVER RD, SUITE 108 r J111 -17Y ESMT. L 7 A - PEDESTRIAN SCREEN WALLS 1�_ Ili IIJJ ROCKFORD, IL 61114 'N\ R - ACCESS POINTS 4 WITH DIRECTIONAL/ I A (815)387-3100 FOR PARKING GAME ADVERTISING SIGNAGE F- EMOTE F.D.C.------ CONTACT. ZACH KNUTSON IF 8'x70* SIGHT PUBLIC RESTROOM _v_v 8* M'' co FACILITIES SEE NOTE 6 FOR 2 M LOT 5, BLOCK K DEVELOPER VISIBILITY TRIANGLES I L( 5, BLOCK � M TREATMENT OF BLADE PARKS ADIXTION 24' A&M' DEVELOPERS PEDESTRIAN SPACE ZONED: PD -19-4 7701 LAS COLINAS RIDGE, #250 BETWEEN PARKING PROP. 5' IRVING, TX 75063 GARAGE AND ALOFT SIDEWAK (214)395-9398 HOTEL LCONTACT- AJAY PATEL EXIST. 60' R.O.W. PARKING GARAGE 15 WATER 10' MIN. UNOBSTRUCTED SE1110 EASEMEELT— [APPROX. 465 SPACES] TYp.___ PATH SHALL BE MAINTAINED '00, 54,000 S.F. FOR FIRE DEPARTMENT ACCESS.-- 4""%IL 3 LEVELS 00 gs A=� 21 NO VERTICAL FEATURES SHALL Ot� I -R=957.50!� BE LOCATED WITHIN THIS PATH. 1 51' OTE1 DUMPSTER '0128 -T= L=1 PROP., 5' PEDESTRIAN ACCESS 2 DROP -OF LANE EXIST. 20' SIDEWALK POINT FOR E - PARKING GARAGE TO BE STRIPED --w.-SWR. �,SW7— TO DELINEATE FROM RAINAGE ESMT. FIRE LANE Ordinance No. 2148, Page 4 of 10 CAUTION: EXISTING UTILITIES AND UNDERGROUND FACILITIES OF THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION AND AS -BUILT PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING UTILITIES AND VVILL BE RESPONSIBLE FOR ANY DAMAGE TO SAID UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. 2 T OTC 1 ri-11 a i M1.1 . C vBAS 6" REW. r STABMJZM R ier E.W. WRADE NOTES) VATt SEE NOTES} #4so 3/8" WIDE x 1* FORMED SEAL WITH - 1 8_ GROOVE W/CLASS 3 APPROVED 4.5' ELASTOMERiC FILLER. CLASS .30LIRED TOOLED x30' DEFORMED BARS ON , lg%E /C DOWELS ON LONGITUDINAL ir C/CED THIS MAL CONST. JT. DETAIL EMMP� I MAM TO BE OV0 TO PR EXPANSION JT. DETAIL TRANSVERSEM FILLER 0 u/C BUT NOT TO BARS 0 DNS EXCEED 120 C/C T #3 CONT BETWEEN I BACK CURB OF JOINGITUDINAL EXP. JOINT T ARS 0 OR E/P STEEL LAYOUT PLAN BC,`C 1 NOTES: 2 CONCRETE PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4200 PSI AT 28 DAYS. SECTION MAY BE CROWNED (PARABOLIC OR Li 1/2' STRAIGHT} INVERTED; OR HAVE A STRAIGHT CURB REINFORCING CROSS SLOPE. MAXIMUM CROSS SLOPE IS 6%. MAXIMUM LONGITUDINAL GRADE IS 6% EMERPELNCY ANE ACCESS AEASEMENT FIR MIN. OF 30 LBS/S.Y.LIME OR CEMENT REQUIRED FOk SUB- GRADE STABUZATION. TYPICAL PAVEMENT SECTION COMPACTION TO 95% STANDARD STANDARD PROCTOR DENSITY, AND HAVE A MOISTURE CONTENT FROM 0% To +4% ABOVE OPTIMUM MOISTURE. COE-FL 11/04; M.L. PETERSON .............................. 92728 R10' 1 = 1 16 GRAPHIC SCALE 1"=40' ri 40 0 40 80 7 L 20 EXIST. EXIST. 16' R28' R10' R28' R28' R28' ESMT, UTILITY ESW, EXISTING DAVE BUSTER'S SITE DATA TABLE PARKINGSUMMARY LIFESTYLE CENTER SITE PLAN 'LOT 3,,'BLOCK K, AREA OF SUBJECT PROPERTY 12.4591 ACRES REQUIRED PARKING GLADE PARKS ADDITION EXISTING F.H. \_.ExISTING F.H. PROPOSED USE MINIMUM BUILDINGAREA PARKING ZONED: PD -1944 NUMBER OF LOTS (�TAURANT KING GROUP) REQUIREMENT (PER USE) REQUIRED ZONING PD -1944 SITE PLAN LAYOUT (S)R100S.F. 42,076 S.F. 421 LIME- OR COM-STABILIM SUBGRADE OWAM M LOTINFORMAIION LOT 4, BLOCK K A UWORM DENISIN BEFWEEN OM MD 10D% STAMM #3 0 1fr O.C.E.W. RETAIL(6) 1PER200S.F.* 65,811 S.F. 2% PW= (ASM M8) AT A WMW MMW DESCRIPTION UNITS REQUIREMENT PROVIDED SEMEBI -IX AND +3% AM WnMW (SM NOT 2). 30M PSI CMEFE LOT COVE I I RAGE % 80% IVIAX 215 OFFICE (8) 1PER300S.F. 34,026 S.F. 113 GLADE PARKS Hotel (1) 1 PER UNIT 132 ROOMS 66 BUILDING HEIGHT FT. NO MAX 7:r -1O" (MAX.) TOTAL REQUIRED PARKING 896 CITY OF EULESS, TEXAS LOT S.F. 22,500S.F. MIN. 542,739 S.F. LO PROVIDED PARKING 4 b .4 CN LOTWIDTH FT. IV FT. MIN. 670 FT. STANDARD SURFACE SPACES 418 Graham Associates,Inc. BUILDING SETBACKS FT. FRONT. 0 Fr, MIN. 0 FT. HAN DICAPPEED SURFACES SPACES 16 CONSULTING ENGINEERS & PLANNERS /I/ 600 SIX RAGS DM SUITE 500 SIDE OFT. MIN. 0 FT. PARKING GARAGE SPACES 465 TV- TTIXAS 76019 (817)640 9535 REAR OFT. MIN. 0 FT. TOTAL PROVIDED PARKING 899 7WE FIRAt F-1191/rBPLS FIRM: 1015" STANDARD PARKING AREAS M.T.S. *RETAIL PARKING REDUCED BY 10% PER CITY CODE SEC11ON 84-11612.c. *HOTEL PARKING REDUCED BY r CITY CODE SECTION 84-11612.b. DRAVVN1 BY: AS -Noted PROJECT NO. 2MI014 SHEET DATE: 4M15 SHEET.1 OF 6 SP1.01 - . I . I . . I 1. . 11 . I . . I - , % . . I - � - I . . i 1� . , - ; - � -," " , - , I ,,,- 11 �11-1 , � - , I I I t ,j I I t� " I L ; . .1 ,; ! . � , , I , ", �' ,:� . " � . - I I ll_-,_,;- �, I I - � , I - I ", :!� `15 ! . -_ , . 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I i �, , \/z �. , _'? .1 I I I I _ _ _ W -W W_ W_ w- w- - - 07- - I I , , - : I � - . - - - I � I � I / I . W_' wr- - , I , I . I / I --------- - - - __,, I � I I - ; I - 1 - 565 , I I " - 11 I I 11 , " I . � � � - � w I I I J . . I z;, � - I I ,I I I .- � - _T_r . � '? ". � -1 , r.,A-, I ,� ----- -------------------------- 1, I � � X I "I I , - I . - I f � , . I . , I , -- I I " o 1'�l � � - - . " _� � 1. I . L � I - "It I ,� " I . I � It � � - I I � j I .. " I - I'll, . I ,:� . ; . 1, ,:, I . I I � - , - � , - -, -, �: - ; I I I I L � , /',- . � - I � �l I � r - , .: � I � : i � . L' I _1� � " I : I LL I � I I .1, �'l �, - I - ,,, � I I � ,� . I I I ___- . I � I �GLADE PARKS ADD17ION I I I � 11 L 11 I ____ : - � : � 11 11 I/ " t L � �- � �, , - , i i : I, I " � "I I �l ., 11" .1 � �, '' . t, ` I I" r . : : ). I I - I 11, "' " :, � . . -1 I � . ; 11 ,$ � ... 11 .11 I . 1, I" 11-1 I I 1. � , 11: .1 I 11" . - _ -, . I , " \ . I , I , � :',,'r- � , ;- . I I , . I -1 Pt il .. I ; t I 2 . , . ...... I � . I � f � ;� \ % : : ', � I I ,� ." 1. I , , I. . - .1.1 11 I I . " , D- 1 944 1 (1) FIRE SERVICE . 1, � 1 \;�� . " , ` � N' - i �rn i � . I I - , -1 I . .1 ZONED: PI ljv / 11 "_ - __L24'� �' ,"ll-': �1, � N't I 1. I .� I'll, . I -,- --,, " I LOT 5, BLOCK K ,� * I " I . . �� 11 I "' L, . �, I "" it, I �, - .11 � � V, , .� . I 111. � I V, I" ll� I ..�__ [�' - I - � I � .... :, '' I I .1 1,1/ �Ll � /j ,�,� -11 ' ' - � � � � I 1. � �. "I, , 11 L, : I ,, 1, .1 I , '� .."'.111 I 1. . I L � A�, V 11 I e, _ __� I I I .- I I 1, -1 � I I / ,�!, I L _ TIC WATER SERVI 1� I � I I � - i I I -, . :'��', it 11)' ,._ � " '� "L _� 1, , T ) �i % � t I - 11 1�� - I ' - I .1 I - i, 11 ; , I � �' - �l t, � I I I V, , I , . y� . I , . � I I - . ; 4 � " �1' !,�,, �l I � L - , , I - - ;t , ?I i " - , , �� , - v V v v vvv v - . I I � � � . �'.l � , I . / I", H2 . , ',, ` I 11 i i �' ,II� (1) DOMES "' "" I UE - , - . - _�_ _� " ,--.--, I I I I \ �L I - i I . , " I I . I �l � ,� t - , -, / -11 I I � � I �� . I 11 , � 1� - . I , I I 1. - T T 0 ' - , � , � 1� 1 $1 1 1 . . � I I - I � . . I I , I I * I I 4 �` (2) FIRE SERVICES I � " " _'� . -�! `.'L'� '_ L I - I , , I I I I ,,H� I � , I I 1_� , - I L f, , 4 � �'� 'LL , I t � ,� t � , - I I',, � ,_ 1�1 'k-, � ,� `,_� , � , , � -_ I L , � I 1 1 101� CE " ; ; � � - � �l � � � 1 I - f Ir , I L I . �. ., " �� ,,"", I I , I L� . I I I __ I � � I " - I I , , - ,f � I , !4 , r I - I ` - , " k , - 4D I �! . :_ --,. '!', 1 1.29 . �, .�ll " I � - , 1. I I i _ , �L � � � � . I - - .� ;jL -, - I .... ; "I i , " - � - -, I .. . 1 , � � �', LLL � - � / � '' -1 � / I . . t � . - - i \, I t� � ", � - I _��,o . .L ? I , I � .1/ Qim PROP.=17.75 CfS �_ I . I f _ �. . �, � � . I - _'., �! - ,�ll -41 t___ i i � � I ,.,I,&- e ,14 I If / - ' � . � ': ,� I . I I � , I - I / , . I ; . � � - ��, " :" ,�� " ,� - - " - - -, ", " � - - 1111_11� It, � -�z L I ,��,�, 2) ESTIC WATER , - - \ , "' l' -j - , - �. - ,", t' !- A f-zz,: - L SERVICES � _'l � 7, "i - , '. I I 'i I � . �� 1 (2) i � �_ . I 1� - I (�G% L I . � . - L �, , � " �, �,, - -, � ,-I, - - %;--. � . I � 1. / I I . ; 1- , I . - : I I I '11, " I LL I I � t' ;__ �, ", "I � ,, . . L , . ,I . " %=21 I ; . z ,� � ,,,,, - . I , I -1 � 'I t �' 1 -4 . - I i el "'L , i - ,�",� "? , L . I I �� 1 .1 � * I'll , _ - 1_._ � I I , � � , I 11 - . , � I I I I I - 'LL' - - " . . 1, 1. � 1� I- . I I ". ,Qr I /I s ... I . . I _, " _#, � 1- 11- l.;l. I - I I I . ,_;. _ _ _____� ", -I ...... I I - � ", :, 'I, � li 7t7�A � - I 111" I 't / I - 17- I- ----""- - - - - I I I ''I I I � � I , , 1, �' I" i � . I , I , , '' - . DESIGN=12.13 CFS � .21" MC.P. , " f , -1 11 I Lr- I - 4_1� 1 ; � � . FARKLI � ` " - 'Or -, � I - / . t . � � _;jl , I i - , , "'AE, 11 - U�,� . � . p ,, ; 7 " , .,� I I . 11 I I I . " � � . 12 1 , ` 1, k I -�le 1. I I . � 11 FF=565.50 . I 11 1,011" � I _� � � I I o, � �� 1, "; I � � , ,,, , /111 I I N I ,,, :� )l �10 I .. \ � . , ;l I . I - . -, .---n - 1, I Hl i " W l 1, � I I I I �!�,l . � I " �,, I - .1 � 1V I . I . .�' `2 1 L . . � , -v j I \11 I . . - "4p .. I �_ 11 � , -, , I �, ei � �,�, , - . � � I , , I / "I �� 1. . - .,-,! -� � I,'', - � : lz ,", � : I . ", --f I I � ," I 1 . j ! " t . 11 - I v � I �, , , I . , � � -41 �_; � � I � I I , � I . �- I I . I I I , Lt, I . I I !�. 11 - I -,, & � I 1 ..- �4 1 1 I'll �l - , I— I , , I _� . I I I 1 $ 1 . � j , � 1 2 i I �L "� " . I � , I I I \, � . 'I- I - 0.69 11 I � ��',�l I v t,,/� / L " , 0: I � 4 1 1 � . a , _,.',�,'n,�;,",, ; 0.81 - I ,� i - 1: It' � - � , �� -:,�.;� . I I � i 0*0 11 I 11 ,'� � , � ,,, I . �� j . I � I --1 � ,� , ", 1. I ; 1. . � I I - - . � � I -, I . � � �! " ,; ,�. 1� �. . i � LL 1! %� "', ... ... k- I I . � I � - r, ,'I .1 .:, L . � ' E imp "I, � 6 - , � ' �'� L I I � I I f - I . - - ,� LL LL:, I , ; 1 5 _! �l ,/' & � t 4 . 9 - : ; 1� - :t _ . " . I I . I I . , L . I II , 'L W -1 I I Q_ " I-_` I 11 � . �, . - .1 � - ! I .� _'I � I ; ,� " , - I I _/ . I i I ; I I 11 . ?. \ �l - �_j .I.zTl I I . i - I . : . ; I � 'i I - I f I . �, � �- � -,," . ' -, , I-- I -1, I �L - I ja I - - I I I z 1� ,", i � u I ,� � �,� ��'. I !, "', , i I - � ... I �, 4z a- , ,�, I I . I I - . . 11 , � . "I � I � 04 - � , , I ,: : ; � , . , I I � I I �,,,,., `,� I 1 - - I . --_ I --l- I �. . � ll� �11� / I - I � z A=7* 1 1 1 , . I � I I � - I "'I .1� . ,A I I L I - - " §'.: , �""z T * I I , I � - , "',,:, �! j ", "" I'll �l EXIST. 20' 1 - , "', I , 'I I . � L L' � i ; �Z; . � I, �-, 11 � I � �l - � �1� I ,� ,,, ,� t _r - - SAN.L SWR. ESMT. I �� - � t , , " " ,,- �I I ! t'� , I . . 11 - . L � I � I R=957.50' ,'_', I �. ; � /111 �,_- L I ;, . . - __ ; 1 , , � , . '. - - i I I . � � - � ;', . . �� I I : � 1� I I , ` ... , , I LLLLL 1. .. . i � 1 , , � I I .. . I __ , � f I - I ,I I I � � ..� ' - . . . \ . i - I .. . . . . L I "I 1. I I I � I � � 11 �� , I .� : : I ?. � , � * � ` � - I � � � I I i � :� 5 , , - � . I ".r �� 11 . . - I . "N , ` , " - A It " I __ . . ,� - \ i 11 < ., ., , ` I I . � , I it I - � . ; :�,' , , , I . � I I I I I . rl-�,�'; I, I " .... �,- ]_,_'� 11 . . 11 I I --- -1 I -) .- , � , 1 -94M . I il 9 I � . 1. - i �, t I ,; I � \ - .: . ....... I I - , " I I , I I I 11 - I . T-61.51' � ` I , � _, ,:L . I . * ' �E ' L' � ' " %'�' 'UNDER CONS N89' 55 -1 So! �9, 1 9 I "' 9 _00 , ";-)r-1 I , _ � , 11 I 1( , . 1 4;� . I , =ONN ': I I 8_ W CT To // � AMR Ul �1\ f; . _�A_ i� , � i1 20- �l I .1 I MF , 1 �7, , �� 11 . ..... ..��.. _ I-,- - .... _._________.�, I I I I � ---,-----,--",..N.mw.--.--,�,-IL- I , I 11 I �1�1,,�,� '' . I �Vll \ / - � EXIST. -��_ �Llj� 1) - ."" "' , . PROP. 21m R.C.P. � i . I I , - -- - 1 1, 1�" I .r ; I - - � 1, � - ,-, -, ""' - ,If �, , I . ._ � L,=VJ�22�,8 I 'L ------- � I - -11. I, I / ,". - . - , �- I I _ , � - , � I - , I ," :. ", � , ,�L . q I _ - --- -- - 3 -"-- 11 I I 1 I I � I I I --�- - . - . I 11-11 I I : %, I � I t � ,� I'll � � . ; f - , , - � : � - , : I I .1 11- I 11. I—— - 4 i Al s �. ,I i ,I .1. �"I'l , . . . I I 1 7 m I ; "I - - � ; I �e 7 _� � I L \ � I � . I - ____ , � I 1 � , t � I I � ..... - - 60' R.O.W. ; f 4 1 1 : ; % I � I � � � 1 2 .!: � I I � I lk� -f- 4 r -M-36 �c!51� '' z . i I - � I - I - L I I 1, t � I—- CONNECT TO E E 1, I -1 � L , , . 1� I 11 I I ; 11 I .1 ... _71�1 11 , . - I �� _ i I - I �, 17 i - ` " I ,� I I - s �, . I I � , . : __ 4 i I- � , I I - - -I- I � /_ , T � - I �' 1 7 - , I- , ,., t _� L - - - � \ 11 �� . \ '� I I , - ----,,, . , _'11\ � � I � , , I , I �_ " I � I --11 8" WATER LINE I � ;, - - I - / , , -, ", .; I �� ;, . � '11 I -1 . . � - . - v , ,�-,-- ! �; , I - . , " I - I I R 11 t ,l � I I I , " , , .l....l. f ; � �, . I 11 , ., I ! - I I "", � I � , �. I tj i I m."; I - 7]�, N(r 36`19"W I � I K 561.51 "'I, I I I � �'e,� i,� - , � � ; �,, �� _ " --1 ! � I I , , ill i � " �l I T !:, ,,,,, ,, ��.,,�, � ."', � I :, I I I I , I .1 I , , I 1, � I . . � ,� I � . ,,, � - I .- I i f I L I I I 'I'll, V� I L I f 1"f � I , " � f - , I /� t I : I I - I V��l I IL r/, 1 v. . .r, ; ; I" I I I 11 I I ., . " '11, I . - , I . li 11 � I I 11 I , I � " . , - ' I . , i ,_ I . , 1 669.1 9' I � . . � � �,e, � I 7, , I I I I . I , �l 11 - - : 3:1.�� 1 . ,I J . ! ": :� I - . I I . __ .- / I I 11.1111111111;sa"�� , f I I I . - ; - . ,� ' I iiiiiio_, � I I , -" : , V. ," - % I I I I . I . I I - :1 ; , ,11 L . . . � I , ' - z . I j , '� I - I 11 __�kjm2_mmx__ -7 1 � -I- . \_-, _ '\ ! � . / ", , � .,�'lll ; ,,� . . , . � I .rlzm%� I - I I -5 . 11 I'l . "r I ;itu 201 1 '. I � ! L? I � � -.1 �� I I 1�1' � 'L_ I , � I , , , .. � �,', � w-,"""', 'IV- , I ", / i �, I � �11 I, . ,0000 - _F�., -.**= ,, mmm "am _ �� . � " .. I � . � - - �_111`1__��_ . � , , 11 , , - I � I � I I I I -1 - , - - " - -- . I � , I � -am, --lon -Im-m- I'�-�--ititli�-.E!mt, wow_ , I il- I 1� _, I'- 1, ""' -\-L -", -l", ,I 11 -, - 1_�"� -, ;I, 1, "'LL - - - '�._ fWAj#JAf_%t_rMAT L 1; / , . . 1, - .1 i : , `4 -L, _ WW.�� 11 11 'L I "I F" 11 . , t I �', �L I " == I =%m - '_11 �,� I I oftl__E I I ,� � . ; , I ",_ I . -1 . 11 56A - . I � � , I . � � Pj ! I - I _` 11 ! CAUTION: EXISTING UTILITIES AND UNDERGROUND FACILITIES OF L THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION AND AS -BUILT PLANS. IT SHALL BE THE I RESPONSIBILITY OF THE CONTRACTOR TO VERIFY , HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING U71LITIES AND VVILL BE RESPONSIBLE FOR ANY DAMAGE TO SAID UnLITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. I I Q(100) I ON 6.05 3.52 3.19 1 5.72 1.10 1.98 5.72 2.09 7.25 2.20 5.83 1 1 4.40 L65 1.75 0.33 2.64 2.64 0.66 14.18 8.90 7.S8 5.50, - I . DRAINAGE RUNOFF TABLE I I D.A. AREA Vic" Te USED L 1(100) L - � (80 . (min) (mmr) I - ROOF I I ''I'll'' I'll I - I RC 0.21 - 1 0.85 1 RC1 1 . 0.30 - 0.85 RDa ' 0.13 0.85 11 I I RDb 1 0.13 1 ''I I 0.85 11 I REa 1 11 - 0.16 I 0.85 - REb 0.16 .. 0.85 REla L 0.11 0.85 I RElb 0.11 - 0.85 11 I I L - L 0.85 - - RGb . 0.31 0.5 - I RHla 0.04 0.85 - RHb 0.47 0.85 - R)a 0.10 0.85 RJb 0.10 0.85 - R.Ila 1 0.13 I 1 , 0.85, I, - Rilb 0.13 0.85 LEGEND 10 &74 10 1 8.74 I'll L , 10 &74 10 9.74 10 8.74 10 8.74 1 11 10 8.74 10 8.74 1 ''I 20 &74 L 10 8.74 11 I 10 8.74 1 10 8.74 10 &74 ''I I 10 - 8.74 "" 10 8.74 1 1 10 . 8.74 Q(100) (ds) I 1 1.56 ... 2.23, 0.97 0.97 , � 1.19 - . 1.19 - . 0.8 I 2 - 0.82 0.82 1.35 0.30 ''I 1 3.49 0.74 - 0.74 � 0.97 0.97, �mb 411I�MINIIIIIIIIb LI I � EASEMENT I � _w_w_ � I ,PROP. WATER LINE I a So � . PROP. SAN SEWER L I * L PROP. FIRE HYDRANT . I 0 . PROP. SAN. SEWER MANHOLE --- -X ---+,, X- X- � EXIST. SAN. SEWER TO BE REMOVED - . __X'__ --X-.--- L X EXIST. WATER LINE TO BE REMOVED . , is ., I DOMESTIC WATER SERVICE I FS I � I FIRE SERVICE � I 0M EMERGENCY ACCESS DRAINAGE UTILITY EASEMENT UE I UTILITY EASEMENT m � � � DRAINAGE DIVIDE I Fl --*-DRAINAGE AREA NO. 1.67 '"o , AREA (ACRES) 564.00 PROPOSED SPOT GRADE /_ I � I S��t OF j�N� ...7�%% Ir- V, ..------.. �4 "s "I . I *N , . . , :. .. * hr , * 1. * gq...: ............................. I I I ....... �:!��.!ETERSON ..:... . ............ I Z .0* 0-. - a I - I C .-* � ... .... v I . I � D -ZV(7 1 � I GRAPHIC SCALE I 1 "=40' 1 1 IIIIIIIIIIIII ��IIIIIIIIIIIIIIIIIIi I I __ 1 40 0 40 80 �� ! . I " I I I- 1, 'I'll -1-1 - I 11 � I I . . � , , - - _ "I I . - - I I " � � I - � . I '' " " __,,_ --- I I 1-1 z �- .7 1 , --- - - ____, I . �� ` . "t i ... 11 - .1 � -5- 1 -_ ; - I - - - " - 1� 1. 1-11. , - r . 11 I � � Z-1. i-- 7SL.__ , , , _ I I I , 1� ,,,, 1-1- __ __ _". � � � I,2 t � I I � . � - I � _. I , , , .1 , 1:, _ :., i�,� " ,f � "I I 11 ' I 1 7 � \ � ,I " ; I I , � - �,-��.,�-,,.�-,,,--%�.'�'-��,�, '"'.."'Et _� __ _ , - I - 11 _ I , , __ � I ,___ 1�___llll I I I - I I -_ I I I , � I _1 - , t , , � __ I � , , ,,, , 1: I --- -1; "I - -_ - -, _ I , "", ��_, ., . ., _:,_� � __ ---t- . " . � "I 11.11;1�11:.' - i� ----1 - I I ;; . - I , I * I I I I - III � , I -- ---" , L I�l , : � � I � - � I-. . �l 1, I I - ,_.__ - - � �'l I '�� PROP.=19.89 CIF - I t �- :1 ,'� : I - __ _", '' : " � - r- -_ , -_ -, - � '. _t, _ - , " I " � - ,� : � . - " .. ��t, �. �., � I � - , , I _:_ I I "', I I I I - I I �, � I ` - . I I - I I : 11 , .1 ,� , I I-; 1, I 11 - ... I I 1-11, _ - -1 - -. 1-11 � 11 - I I I . I I - , 3 � � 1�', I � , , , - 11 :� . 1. ,I . �il - - . ?�Il - 7 11 - I , , - ': .r I � I , �, � Z LIFESTYLE CENTER SITE PLAN " - - � : .1 101111-1-l". --11- I I __%, - - , ." .; 41 11 � - A I , �� . '' _l_...11lll4-_,_ ----,, , ,,;� 11--"' NI 77 f% �� / , I'll, 11, �11 : - _� ,, 1.1wil.- � : I , . I 1 ��'� , EXIST. 16' , _` � I i_ i I I � I . .1 ; .1 .., I I � I I I I - - , 1, . I - ! I I . I%_ r%L ,lf%Kl_tlA 77 \ ,: I , . I 11 I . I . - I . I . . ., � % .101 , - I I I . I . . . I I 11 I I I 11 ;".. ,z, . t - I . I I . I I . , , " 11 I I 11. � I I .. I 11 .1 ''I . I , t" .. I ,� � . . . I I I � .. 1�1' `1 ! I . - . I . . I - I � . SHEET - ', `�- - . � I . � I � I I -, _ ,,, - I -Nated -104 - I - I I . . I - DRAINN BY: As PROJECT NO. 2529 1 . 1. . - - . . � � - . I 'I.:, �:W, '. I - - I . � I I - ''', I . I I'll, I I . 11 � - .." t" , � I I - . . I - - - '-� - . � I I � - I I I . . � - SHEET 2 OF 5 .., ", �, Ordinance No. 2148, Page 5 of 10 I . . SP2.00 , I �11 - I I I . . . I __ - , " - I � . � �'," - ".. " . - I . DATE: 4=015 111. - - � . . . . . I I � . � I � � . I . I . , , I.. L- I I I 0111INIIIIIII . I I .� I I ,, 11, - 11 1, 11, I , , I AlWviii ii 1 , I I I 11 11 . 11 I I I I � I I I I h ll.. I , . I 11 I I I I , I � I 11, , - __ IIIIIIII` I 1 ,I , I a Not 141"k _ 1 • 1 f NO I •1 L s._ iI 1 . F i r ` i 4 1 r wo I orL, 1 1rr. C -if INN 11 MOO, e LA 1 1 VJNj 4 r r .til ■! W, E IN IN do RL 4L TR p�' '" Pp r *111 x r■ * r' 1w 11 y, r; fi t L �l • ,� ' - T L41 , JO ' -IF r NIP P. � 1 -W IL INIMPPL it 1P.— ;2 d. NIP PIN i WE 4410 4P IF jor NOr r� A * �I � r 411 61. AL 14 Ift MJF J `* J 41 r■ ib 4p RL` # r i IN of IV -b ■ . ■•� # e VA1 ■W JOIN 1 0-- 00 � . R`. r ti :•� ti �� —ti 1 L 1 1 � ■ `% i • 1. • _ 1 '1 • ti 1 •� ti . .1 LI _ ■1 VI •_ Z — _ —• i A • IN ' L �•� ■ r 1 y i .• b r r. -3' 7 r a i r ' - J _ r • `� V f NIL r� - Z a Not 141"k _ 1 • 1 f NO I •1 L s._ iI 1 . F i r ` i 4 1 r wo I orL, 1 1rr. C -if INN 11 MOO, e LA 1 1 VJNj 4 r r .til ■! W, E IN IN do RL 4L TR p�' '" Pp r *111 x r■ * r' 1w 11 y, r; fi t L �l • ,� ' - T L41 , JO ' -IF r NIP P. � 1 -W IL INIMPPL it 1P.— ;2 d. NIP PIN i WE 4410 4P IF jor NOr r� A * �I � r 411 61. AL 14 Ift MJF J `* J 41 r■ ib 4p RL` # r i IN of IV -b ■ . ■•� # e VA1 ■W JOIN 1 0-- 00 � . R`. r ti :•� ti �� —ti 1 L 1 1 � ■ `% i • 1. • _ 1 '1 • ti 1 •� ti . .1 LI _ ■1 VI •_ Z — _ —• i A • 'I T T T T T T T T i i i I i I I i i +59'-2" FIFT�H _ _ _ +59'-2" FIFTH SLAB ELEV. y H O T E L -S — — FACE ILLUMINATED BUILDING SLAB ELEV. SIGN ATTACHED TO PARAPET. .,,, ,,,,, ,,,,, ,,,,, ,,,,,, ,,,, „........................................................................ „ REFER TO SIGNAGE MANUAL. — - Lu � J Lu O +48'-2" FOURTH_ _ _ _ / STUCCO SYSTEM TYP +48'-2" FOURTH / J L FLOOR ELEV. FLOOR ELEV. BLUE WPI i n\Ai Lu WINDOW TYP J +37'-2" FOURTH, _ _ _ _ / +37'-2" FOURTH/ I ■ I �IFIF FLOOR ELEV. y FLOOR ELEV. ELLOW m I TYP. AESTHETIC REVEAL Lu 7-77-N El\7 4 I XX XA20'\ —L I FL N FLOOR ELEV. — — +26'-2" THIRD / FLOOR ELEV. BLUE �ooiouoonoiuoonoiuoonouooinouooni.iuoonoiuoono...........................................woonouooinouoonoiuoonouooinoo.00nouoonoiuoonouooinouoonoiuooni.iuoonoiuoonouooinouoonoiuoonouoo.nouooinouoonoiuoonouooinouoonooi.oinoiuoonoiuoonouooinouoonoiuooni.iuoonouooinouoonoiuoonouooinouoo.nou......ml / u 7 7O C SC/) Lur� TUCCO SYSTEM TYP / \ M\ I / \ / \ / \ / \ J LLJ 7//// STUCO SYST TYI +15'-2" SECOND +15' 2" SECOND EV. W FLOOR ELEV. FLOOR EL /AV// ////,I/ V/// 7 �� 0 0 FIRS _ I ��r � � 0 0 FIRST A r GLADE PARKS POLE MOUNTED PORTAL SIGNAGE BY SIGN CLEAR ANODIZED ALUMINUM STOREFRONT. FL SURFACE MOUNTED LIGHT FIXTURE. REFER TO CLEAR ANODIZED ALUMINUM STOREFRONT. CLEAR ANODIZED ALUMINUM STOREFRONT. VENDOR UNDER SEPERATE PERMIT. GC TO COORDINATE I / / PAINTED DOORS TO MATCH RECESSED OUTDOOR SHOWER / REF. WINDOW SCHEDULE, TYP. FACADE LIGHTING DRAWINGS FOR ADDITIONAL REF. WINDOW SCHEDULE, TYP. ADJACENT FINISHES, TYP REF. ID DRAWINGS FOR FINISHES REF. WINDOW SCHEDULE, TYP. U WITH GLADE PARKS MASTER DEVELOPER. SIGN VENDOR INFORMATION TYP TO VERIFY MINIMUM HEIGHT WITH FIRE DEP. AND CONSTRUCTION T C) 3 ELEVATION 2 ELEVATION `- Ir - 1/8" 1 /8" = 11-0" 1 /8" = 11-0" "NOTE: GC TO SUBMIT SHOP DRAWINGS FROM STUCCO VENDOR FOR CONTROL JOINTS PRIOR TO INSTALL. GC TO SUBMIT AND VERIFY W/ ARCHITECT PRIOR TO ANY INSTALLATION. +59'-2" FIFTH SLAB ELEV. Lu Lu 7 X M� x x X X x +48'-2" FOURTH7- m m L-A M STUCCO SYSTEM TYP FLOOR ELEV. LuWINDOW TYP 7 +37'-2" FOURTH FLOOR ELEV. RI [IF � 1 Cl }i c 7 � / \ / \ +26'-2" THIRD I mml I �F-Tml Ml FLOOR ELEV. I' co co \ \ TYP. AESTHETIC REVEAL +15'-2" SECOND I M7 FLOOR ELEV. - - -- -- —F - -- - -- -1 — -- - -- -- -- -- - - - -- —�-- — ----- ---- -- - —-- 'JNIH ONIN KING KING KING LL llll KING KING 0c, � � �D KD KD KD i +0'-0" FIRST FLOOR ELEV.7417 I � ALUMINUM LOUVER, CLEAR ANODIZED FINISH, REF. ALUM DRIP CAP, TYP. PAINTED DOORS TO MATCH ADJACENT FINISHES, TYP MECHANICAL DRAWINGS Ordinance No. 2148, Page 7 of 10 D ELEVATION SHEET NUMBER 1/8" = 1'-0" A201 1 +59'-2" FIFTH SLAB ELEV. Lu Lu 7 X M� x x X X x +48'-2" FOURTH7- m m L-A M STUCCO SYSTEM TYP FLOOR ELEV. LuWINDOW TYP 7 +37'-2" FOURTH FLOOR ELEV. RI [IF � 1 Cl }i c 7 � / \ / \ +26'-2" THIRD I mml I �F-Tml Ml FLOOR ELEV. I' co co \ \ TYP. AESTHETIC REVEAL +15'-2" SECOND I M7 FLOOR ELEV. - - -- -- —F - -- - -- -1 — -- - -- -- -- -- - - - -- —�-- — ----- ---- -- - —-- 'JNIH ONIN KING KING KING LL llll KING KING 0c, � � �D KD KD KD i +0'-0" FIRST FLOOR ELEV.7417 I � ALUMINUM LOUVER, CLEAR ANODIZED FINISH, REF. ALUM DRIP CAP, TYP. PAINTED DOORS TO MATCH ADJACENT FINISHES, TYP MECHANICAL DRAWINGS Ordinance No. 2148, Page 7 of 10 D ELEVATION SHEET NUMBER 1/8" = 1'-0" A201 / 22 oil i Z _ o:223 n rol 14 - 0 10 . I 0 00 ❑❑❑❑❑ ❑ �� `I 000�0�000��00 000000000000000\\\\O (DSITE PLAN NTS Ordinance No. 2148, Page 8 of 10 5 STORIES 132 ROOMS c \ Z _Z 23 N / O O \000000000000000000\ 3 0 - _ I REF CIVIL FOR ADDITIONAL SITE DIMENSIONS AND INFORMATION 0 0 70 \ 0T o 0 0 0 / O I 0000000000\ jlA,b-.19L 2� J � O 1 � 13 I 0 II 12) I it I i i I I I I I I I I I i i �I I ' ��1 (0 00000000 GARAGE SIDE ENTRANCE ASH TRASH, QTY. 1 O\ /07� 1 vV/ \ 15-10 1/2" N 1B_ 40r.HE .z QIJ80 — 16 �T--e z v `aoNrpurer TO u !\"\%% r_ TRASH, ar Tis-o,yz�) cl( � I LG G G G G G G G G G G G G LM NOTE LEGEND 1 ARRIVAL COURT — STAMPED ASPHALT NATURAL CONCRETE FINISH W/ 1/2" SAWCUT CONTROL JOINTS @ 9'-0" O.C. EACH WAY I ONE ALUMINUM FLAGPOLE: BRAND (MIN. _' HGT @ 8'-0" O.C.) 1 B STAMPED CONCRETE — STACKED BRICK BOND (MATCH COLOR OF RECYCLED TIRE CARPET COLOR) 2 FACE ILLUMINATED MONUMENT SIGN — REFER TO EXTERIOR SIGNAGE MANUAL 3 CONC. SIDEWALK W/ BROOM FINISH GC TO COORDINATE WITH GLADE PARKS GC. 4 EVENT CENTER VEHICLE DROP—OFF/LOADING AREA. GC TO STRIPE ACCORDING TO DEVELOPMENT/CITY GUIDELINES. COORDINATE SIGNAGE WITH SIGN VENDOR AND DEVELOPMENT PM. 5 8' MASONRY DECORATIVE SCREEN/PRIVACY WALL REF. 6/AS101 FOR DETAILS 6 OUTDOOR SHOWER AND RECESS AREA 7 OUTDOOR PATIO AREA 8 CONC. PAVERS. MATCH PAVING PATTERN OF WXYZ. 9 RECYCLED TIRE CARPET, CONTINUOUS FROM INTERIOR 10 CONDENSING UNITS, REFERENCE MECHANICAL DRAWINGS 1 1 DECORATIVE LIGHT BOLLARD TO BE LOCATED GC TO COORDINATE LOCATIONS WITH GLADE PARKS GC. 12 EXTERIOR POST LIGHTING FIXTURE — REFER TO LIGHTING DRAWINGS. VERIFY WITH GLADE PARKS GC. 13 CONCRETE SPHERE BOLLARDS, SIZE VARIES: 1'-50, 2'-6"0 & 3'-0"0 . ENSURE SPHERE PLACEMENT IS IN COMPLIANCE WITH ALL APPLICABLE CODES AND ACCESSIBILITY REQUIREMENTS. 14 FENCE AROUND CONDENSERS. GC TO COORDINATE WITH GLADE PARKS GC TO MATCH CENTER FENCING. 15 ACCESSIBLE RAMPS AND PATH GC TO ENSURE SLOPES COMPLY WITH TAS REQUIRMENTS. REF. SITE DET. 16 LANDSCAPED AREA TYPICAL 17 TRANSFORMER VERIFY CLEARANCE REQUIREMENTS WITH ONCOR PROVIDER COORDINATE WITH GP GC. 18 ONE WAY PORTE COCHERE DROP OFF. 19 LANDSCAPED ISLAND GC TO COORDINATE FINAL DIMENSIONS WITH GLADE PARKS GC. 20 PROPOSED DUMPSTER ENCLOSURE LOCATION. GC TO COORDINATE WITH DEVELOPMENT PM. 21 FIRE RISER ROOM 22 DECORATIVE GLADE PARKS ENTRY PORTAL SIGN, BY SIGN VENDOR UNDER SEPERATE PERMIT. 23 GC TO COORDINATE BETWEEN LANDSCAPE ARCHITECT/SUBCONTRACTOR AND FIRE DEPARTMENT TO ENSURE NO POTTED PLANTS, BENCHES, OR OBSTRUCTIONS OF ANY KIND ARE IN THE 101 REQUIRED FIRE ACCESS. GENERAL NOTES ACCESSIBLE RAMPS AND PATH GC TO ENSURE SLOPES COMPLY WITH TAS REQUIRMENTS. REF. SITE DET. ALL REQUIRED PARKING IS LOCATED IN ADJACENT GARAGE PER ADA AND STARWOOD REQUIREMENTS. GC TO COORDINATE WITH GLADE PARKS GC. DUMPSTERS ARE LOCATED OFF SITE IN GLADE PARKS GC TO VERIFY WITH GLADE PARKS GC. SITE DATA Site: 286'-3" x 388'1 " = 1 1 1,100.21 s.f. = 2.55 AC. PARKING 132 Rooms x 1.0 sp./rm. = 132 sp. Spaces provided for in adjacent garage 1 Van spaces required 5 Accessible Parking Spaces required SITE UTILITIES COORDINATE ALL UTILITIES WITH MECHANICAL, ELECTRICAL, AND PLUMBING.DRAWINGS. L� `IMI ---ol 1 1 1 1 1-- 1 --� C"J •M -I II �I M� 1 I - 1 -_ L L 1 1 1 1 J __ 1 _ gIIII w w 4 1 i' 1 UI ✓ g -J' -- 1 ----LIQ--yI'-- �IV an 1.4 - - °- - - 1 - - - 1 h� / i ' C\2 0� Iy //'� ��Isl III 00 Cl _ _� _ _ � I Q = _ �_ _ _ V I Q = _ - I d�+ 00 + `il I r ®1 nl � Ind= I I _ 1 1 0 1 1 I -- - - -- g'a-L.I e 1 EW- 71 0 PARK AREA I I I fIIC 71C cam, IF IC u® I / r + 1 ........ -- -- II T I 1 1 5 cl111, 4 10 cc 1 t F i'77�E 1 I rh 1E IF�IIS El III i i I �+ � a �- - - - 1_L__-----= @OVERALL DEVELOPMENT PLAN 1/8" = 1'-011 SHEET NUMBER AS1 00 I LM NOTE LEGEND 1 ARRIVAL COURT — STAMPED ASPHALT NATURAL CONCRETE FINISH W/ 1/2" SAWCUT CONTROL JOINTS @ 9'-0" O.C. EACH WAY I ONE ALUMINUM FLAGPOLE: BRAND (MIN. _' HGT @ 8'-0" O.C.) 1 B STAMPED CONCRETE — STACKED BRICK BOND (MATCH COLOR OF RECYCLED TIRE CARPET COLOR) 2 FACE ILLUMINATED MONUMENT SIGN — REFER TO EXTERIOR SIGNAGE MANUAL 3 CONC. SIDEWALK W/ BROOM FINISH GC TO COORDINATE WITH GLADE PARKS GC. 4 EVENT CENTER VEHICLE DROP—OFF/LOADING AREA. GC TO STRIPE ACCORDING TO DEVELOPMENT/CITY GUIDELINES. COORDINATE SIGNAGE WITH SIGN VENDOR AND DEVELOPMENT PM. 5 8' MASONRY DECORATIVE SCREEN/PRIVACY WALL REF. 6/AS101 FOR DETAILS 6 OUTDOOR SHOWER AND RECESS AREA 7 OUTDOOR PATIO AREA 8 CONC. PAVERS. MATCH PAVING PATTERN OF WXYZ. 9 RECYCLED TIRE CARPET, CONTINUOUS FROM INTERIOR 10 CONDENSING UNITS, REFERENCE MECHANICAL DRAWINGS 1 1 DECORATIVE LIGHT BOLLARD TO BE LOCATED GC TO COORDINATE LOCATIONS WITH GLADE PARKS GC. 12 EXTERIOR POST LIGHTING FIXTURE — REFER TO LIGHTING DRAWINGS. VERIFY WITH GLADE PARKS GC. 13 CONCRETE SPHERE BOLLARDS, SIZE VARIES: 1'-50, 2'-6"0 & 3'-0"0 . ENSURE SPHERE PLACEMENT IS IN COMPLIANCE WITH ALL APPLICABLE CODES AND ACCESSIBILITY REQUIREMENTS. 14 FENCE AROUND CONDENSERS. GC TO COORDINATE WITH GLADE PARKS GC TO MATCH CENTER FENCING. 15 ACCESSIBLE RAMPS AND PATH GC TO ENSURE SLOPES COMPLY WITH TAS REQUIRMENTS. REF. SITE DET. 16 LANDSCAPED AREA TYPICAL 17 TRANSFORMER VERIFY CLEARANCE REQUIREMENTS WITH ONCOR PROVIDER COORDINATE WITH GP GC. 18 ONE WAY PORTE COCHERE DROP OFF. 19 LANDSCAPED ISLAND GC TO COORDINATE FINAL DIMENSIONS WITH GLADE PARKS GC. 20 PROPOSED DUMPSTER ENCLOSURE LOCATION. GC TO COORDINATE WITH DEVELOPMENT PM. 21 FIRE RISER ROOM 22 DECORATIVE GLADE PARKS ENTRY PORTAL SIGN, BY SIGN VENDOR UNDER SEPERATE PERMIT. 23 GC TO COORDINATE BETWEEN LANDSCAPE ARCHITECT/SUBCONTRACTOR AND FIRE DEPARTMENT TO ENSURE NO POTTED PLANTS, BENCHES, OR OBSTRUCTIONS OF ANY KIND ARE IN THE 101 REQUIRED FIRE ACCESS. GENERAL NOTES ACCESSIBLE RAMPS AND PATH GC TO ENSURE SLOPES COMPLY WITH TAS REQUIRMENTS. REF. SITE DET. ALL REQUIRED PARKING IS LOCATED IN ADJACENT GARAGE PER ADA AND STARWOOD REQUIREMENTS. GC TO COORDINATE WITH GLADE PARKS GC. DUMPSTERS ARE LOCATED OFF SITE IN GLADE PARKS GC TO VERIFY WITH GLADE PARKS GC. SITE DATA Site: 286'-3" x 388'1 " = 1 1 1,100.21 s.f. = 2.55 AC. PARKING 132 Rooms x 1.0 sp./rm. = 132 sp. Spaces provided for in adjacent garage 1 Van spaces required 5 Accessible Parking Spaces required SITE UTILITIES COORDINATE ALL UTILITIES WITH MECHANICAL, ELECTRICAL, AND PLUMBING.DRAWINGS. L� `IMI ---ol 1 1 1 1 1-- 1 --� C"J •M -I II �I M� 1 I - 1 -_ L L 1 1 1 1 J __ 1 _ gIIII w w 4 1 i' 1 UI ✓ g -J' -- 1 ----LIQ--yI'-- �IV an 1.4 - - °- - - 1 - - - 1 h� / i ' C\2 0� Iy //'� ��Isl III 00 Cl _ _� _ _ � I Q = _ �_ _ _ V I Q = _ - I d�+ 00 + `il I r ®1 nl � Ind= I I _ 1 1 0 1 1 I -- - - -- g'a-L.I e 1 EW- 71 0 PARK AREA I I I fIIC 71C cam, IF IC u® I / r + 1 ........ -- -- II T I 1 1 5 cl111, 4 10 cc 1 t F i'77�E 1 I rh 1E IF�IIS El III i i I �+ � a �- - - - 1_L__-----= @OVERALL DEVELOPMENT PLAN 1/8" = 1'-011 SHEET NUMBER AS1 00 7— - o X 2X4" TREATED CONT. STRINGERS, TYP. C? 4X4" TREATED POSTS 1x6 TREATED SQ EDGE PICKETS x GRADE_ -� O 1-- CONC FOOTING � @WOOD FENCE SECTION NTS ANODIZED STEEL PTD. BALL WITH FLUSH SEAM REVOLVING TRUCK WITH DOUBLE STEEL PTDINUM SHEAVES NON -FOULING TYPE 4 SWIVEL SNAPS CAST BRONZE 2 SETS OF HALYARDS LOWEST FLAG POLE MUST B A MIN. 25-0" HIGH ABOVE GROUND CAST STEEL PTD. CLEATS STEEL PTD. FLASH COLLAR GROUT FILL CAP PTD SLEEVE MINIMUM 30" AT CASING DIAMETER CONC DRY PACKED SAND _ FOUNDATION SLEEVE HOT -DIP GALV. STEEL GRADE WELDED STEEL WED \ Z CONC. z � v 1/2" THK. WELDED STL. PL. r - SPIKE 14" MIN BREAK METAL CAP TO MATCH BUILDING BREAK METAL 8" CMU U -BLOCK W/ CONT #5 BAR HORIZ, TYP STUCCO PAINTED TO MATCH BUILDING CMU CONVERTED TO PLANTER BOX, GC TO COORDINATE WITH LANDSCAPE DRAWINGS. STUCCO PAINTED TO MATCH BUILDING ON 8"X8"X16" CMU W/ #5 CONT REBAR, FILL SOLID W/ CONC @ CORNERS & @ 48"OC PROVIDE 4"x8" SLOT OPENINGS @ 24"OC 7" THICK CONC SLAB W/ #3 REBAR @ 12" OCBW, 12" DOWN -TURN SLAB EDGE w/ (2) #5 REBAR POOL 66 DECORATIVE WALL SECTION 1" = 1'—T 2 FLAG POLE DETAIL NTS BOND BEAM BL (NOT GROUTED CONC WASH CAP . ` 8" CMU U -BLOCK W/ CONT #5 BAR HORIZ, TYP Nl > s e� PARGE COAT PTD ON 8"X8"X16' CMU W/ #5 CONT REBAR, FILL SOLID W/ CONC @ CORNERS & @ 48"OC I C? PROVIDE 4"x8" SLOT OPENINGS @ 24"OC 7" THICK CONC SLAB W/ #3 REBAR @ 12" OCBW, 12" DOWN -TURN SLAB EDGE w/ (2) #5 REBAR d TRASH ENCLOSURE F SECTION 1 " = F-0" MTL GATE 6" DIA STL BOLLARD, CONC FILLED, PTD, W/ DOME 11" TOP TYP, REF 1 E/AS101 LINE OF ENCLOSURE AREA / 10 WELDED HEAVY DUTY BARREL HINGE (4 THUS) 6"X6"X5/16" SQ STL POST FILL W/ CONC W 5A/A101 PARGE COAT PTD ON 8"X8"X16' CMU W/ #5 CONT REBAR, FILL SOLID W/ CONC @ 1 A CORNERS & @ 48"OC S101 PLAN OGATE POST DETAIL 1/2" = V-0" 6"X6"X5/16" SQ STL POST FILL W/ CONC GROUT FILL 7" THICK CONC SLAB W/ #3 REBAR AT 1"TH FLUSH BASE PLATE ~ . 12" OCBW, 12" DOWN -TURN SLAB EDGE w/ (2) #5 REBAR IT— •� ti •I I1-1 1-1 f11= u- I II I II 111 11 I1 4�0 l„VIII � CONC FOOTING 18 , (3GATE POST DETAIL 1 /2” = 1 '-0" PAINTED 6" DIA. STEEL PIPE FILLED W/ CONCRETE W/ BULLNOSE TOP —�, Cl) CONCRETE SLAB l CORE PAVING AS REQUI a a v SECTION G)BOLLARD DETAIL NTS II\I\IVIII 1V1 LII YL GPOOL DECORATIVE WALL ELEVATION CMU COURSING NTS BREAK METAL CAP CMU PLANTER NOTES: FLOODLIGHT AIMING POSITION TO BE DETERMINED BY ARCHITECT. LOCATE FIXTURE MIN 3'F1 ALUMINUM RAILS WEEP HOLE, POOL 6 DECORATIVE WALL ELEVATION 1,4'' = F-0" FLOODLIGHT LIGHTING FIXTURE TYPE AS NOTED ON PLANS CAST STEEL PTD HOUSING FOR DIRECT BURIAL FIXTURE REF SCHEDULE E1.1 I, ELECTRICAL CIRCUIT ROUTED TO ELECTRICAL CIRCUIT VIA FLOODLIGHT WHERE APPLICABLE. REFER ELECTRICAL PNL. TO ELECTRICAL DRAWINGS GROUND- OUNTED FLOOD L' T DETAIL 5 In F Ordinance No. 2148, Page 9 of 10 NTS /I ALUMINUM RAILS WEEP HOLES / ALUMINUM RAILS WEEP HOLES OND BEAM BLOCKS IRRIGATION LINE CONC RAMP (1:12 MAX SLOPE), HORIZONTALLY SCORED @ 2" OC, HEAVY BROOM TEXTURE, PTD TAPERED CURB @ RAMP f 12 If 1 F/AS 10 M bo t I CV 7" THICK CONC SLAB W/ #3 REBAR AT 12" OCBW, I J 12" DOWN -TURN SLAB EDGE w/ (2) #5 REBAR 1 B RAISE BOTTOM OF GATE TO CLR SIDE CURB BUT ' S 101/ NO MORE THAN 3" AT ITS CLOSED POSITION (TAPER SIDE CURB IF NECESSARY) 1 1 "DIA DROP ROD SLEEVE, 4" DEEP, TYP -- II TOP OF CONC AT GATE LINE AND AT PERIMETER OF \� THE ENCLOSED AREA TO BE MIN 4" (MAX 6") HIGHER C THAN SURROUNDING FIN GRADE (APPROACHES MUST - MEET THIS ELEV. AT 5% MAX. SLOPE), TYP e 0 —AREA OF TRASH }� 0 6X6 STL POST EA SIDE RECEPTACLE (O.F.O.I.) HOSE BIB 0 6"DIA STL BOLLARD, CONC FILLED, PTD, TYP, REF 1E/AS101 0 8" CMU WALL REF 1 F/AS101 O ILIL 0 0 J J N N 0 414-O 3'-.1 1/2"f T 3'-2" 3'-4" T3'-2" 0 0 0 0cn 16-0" �B" 74" TRASH ENCLOSURE FLOOR PLAN 1 /4 = 1 -0 / �o TRASH ENCLOSURE SSECTION 1/4" = 1 '-0" \ 1 TRASH ENCLOSURE B ELEVATION 1/4" = 1 '-0" NOTES: 1. THE GC. SHALL BE RESPONSIBLE FOR SELECTING THE CORRECT No. & SIZE OF DUMPSTER NECESSARY TO CONTAIN ALL THE TRASH GENERATED BY THE BUSINESS OPERATION. 2. PROVIDE MIN. 40' LONG TRUCK APPROACH PLUS ±50' SPACE FOR TRUCK MANEUVERING. 3. APPROACH & ENCLOSED AREA TO BE MIN. 7" REINF CONC PAVING 4. A FREEZE -PROOF HOSE BIB TO BE IN THE PROXIMITY OF THE ENCLOSED AREA FOR WASHING AS REQUIRED 5. WHEN USING TWO SETS OF DOUBLE GATES PROVIDE NOT LESS THAN 10'-3" WIDE CLR OPENINGS @ DUMPSTER 6-0" lot 6-0" , MIN RESERVED ADA PARKING SIGN PARKING ARROWS REQUIRED AS APPROPRIATE AT FLUSH CONDITION @ EACH END OF MULTIPLE SPACES WALK/PAVING / NO ARROW AT SINGLE SPACE o ' NOTES: 1 1. SCORED & DETECTABLE WARNING RAMP SURFACE TO BE PAINTED CONTRASTING COLOR (RED OR j VAN VAN SIGN WHERE APPLICABLE ACCESSIBLE I BLUE) PER TDLR \ l 5-0" 2. CROSS SLOPE NOT TO EXCEED 2% ON ALL ACCESSIBLE WALKS AND PARKING ` FINE SIGN AS REQD BY LOCAL 4" TYP $50-200 FINE ORDINANCE 5'-0" HIGH ADA SYMBOL IN PARKING CONC RAMP (1:12 MAX SLOPE), wIT"ourvE"ICLE SPACES AS INDICATED ON PLAN, HORIZONTALLY SCORED @ 2" OC, PERMIT 2" DIAMETER GALVANIZED STEEL PIPE, ` �� PAINTED PER LOCAL CODE HEAVY BROOM TEXTURE, 24"W DETECTABLE PAINTED, SET IN CONCRETE FOOTING I WARNING TRUNCATED DOME WALK N SURFACE, PTD 0 0 FINISH GRADE zo v � REF. SITE PLANS 12" DIAMETER x 24" DEEP CONCRETE � ,o FOOTING, SLOPE TO DRAIN v �� w /�\m 5MIN REF 1/101 ADA441 p TYPICAL ADA TYPICAL CURB S4B 4A IGN PARKING SYMBOL RAMP DETAIL 4C � i i NTS 3/4" = V-0" 3/4" 111 V-0" TOP OF WALL BEYOND CONC WASH CAP 8" CMU WALL REF 4/A101 6"DIA STL BOLLARD, CONC FILLED, PTD, TYP, REF 1E/AS101 7" THICK CONC SLAB W/ #3 REBAR @ 12" OCBW, 12" DOWN -TURN SLAB EDGE w/ (2) #5 REBAR TOP OF WALL BEYOND CONC WASH CAP 8" CMU WALL REF 4/A101 DIAGONAL BRACING,TYP 6" STL POST, TYP, PTD, REF 5/A101 b"DIA STL BOLLARD, CONC FILLED, PTD, TYP, REF 1E/AS101 TREATED WD GATE W/ GALV STEEL TUBE FRAMING TS 2-1/2" X 2 1-1/2" X 1/4" LOCKABLE HASP DROP ROD, 1 "DIA X 2'-0" LONG w/ 90° BEND, TYP ADA PARKING SIGN- REF 4C/AS 101, 6' 8'-0" 6' REF 1/AS100 FOR LOCATION & QUANTITY ADA RAMP REF 4A/AS101, REF 1 /AS 100 FOR LOCATION TAPERED CURB @ RAMP 10 \ — � CONC WALK FLUSH CONDITION @ _ WALK/PAVING b ACCESSIBLE WALK, PTD w/ 4" STRIPES PTD ADA SYMBOL, � REF 4B/AS101 .� 9' �r 8'-0" �r 9' .� VAN ACC. 4 PARKING S PACE SHEET NUMBER 1,811=11.0„ qS 101 -71 Ordinance No. 2148, Page 10 of 10 T j7 ---- --------- =I I INVOICE Star -Telegram 808 Throckmorton St. FORT WORTH, TX 76102 (817) 390-7761 Federal Tax ID 26-2674582 Bill To: CITY OF EULESS ACCOUNTS PAYABL 201 N ECTOR DR EULESS, TX 76039-3543 tion . 9uNT S PAYABLE Attn: pLocation Col Depth CITY OF EULESS ORDINANCE NO. 2 I3580 1 8.5 Sales Discount Misc Fee RECEIVED MAR 27 2017 CITY OF EULESS County of Tarrant a F1 N A N C E D E PT. Customer ID: CI T09 Invoice Number: 339389301 Invoice Date: 3/18/2017 Terms: Net due in 21 days Due Date: 3/26/2017 PO Number: Order Number: 33938930 Sales Rep: 047 Description: CITY OF EULESS O Publication Dates: 3/17/2017 - 3/18/2017 Linage MU Rate Amount 85 LINE $14.14 $2,403.16 Net Amount: REQUISITION MAR 2 821,111 ($2,350.36) $10.00 $62.80 Before me, a Notary Public in and for said County and State, this day personally.apiRIJ4F 2egaf Coordinator for the Star -Telegram, published by the Star - Telegram, Inc. at Fort Wortk in Tarrant County, Tex�wTw a�ter being duly sworn, did depose and say that the attached clipping of advertisement was published in the above named paper on the listed dates: BIDS &LEGALS DEPT. Star -Telegram. (t SUBSCRIBED AND SWORNTO BEFORE ME, TRIS DAYOF a-tarcli G9r, 2017 signed D 't''C(.,� . ,. 8TH F v 41, 91(OTATO'PZIBLIC Thank You For Your Payment Remit To: Star -Telegram P.O. BOX 901051 FORT WORTH, TX 76101-2051 Customer ID: Customer Name: Invoice Number: Invoice Amount: PO Number: Amount Enclosed CIT09 CITY OF EULESS ACCOUN 339389301 $62.80 CITY OF EULESS ORDINANCE NO. 2148 AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIFIC USE PERMIT ON 12.459 ACRES OF THE J. HAVENS SURVEY, ABSTRACT NO. 685, TRACT 2A FOR A HOTEL (LIMITED SERVICE); PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VI- OLATION; PROVIDING FOR PUB- LICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE. SECTION 3. PENALTY CLAUSE. Any person, firm or corporation violating any of the terms and provisions of this ordi- nance shall be deemed guilty of a misdemeanor and, upon conviction thereof, shall be fined in accordance with Chapter 1, Section 1-12, Euless Code of Ordinances. Each such violation shall be deemed a separate offense and shall be punishable as such hereunder. SECTION 4. PUBLICATION. The City Secretary of the City of Euless is hereby directed topublish the caption, penalty clause and effective date of this ordinance in the official newspaper of the City of Euless, as required by Section 12 of Article II of the Charter of the City of Euless. PRESENTED AND PASSED ON FIRST AND FINAL READING at a regular meeting of the Euless City Council on March 14, 2017, by a vote of 7 ayes, 0 nays and 0 abstentions. ORDINANCE NO. 2149 AN ORDINANCE AUTHORIZING THE AMENDMENT TO THE CITY OF EULESS, TEXAS ORDINANCE NO. 1385 REGARDING THE ISSUANCE OF A SPECIFIC USE PERMIT ON FLIGHT INSTRUMENT ADDITION, BLOCK 1, LOT 1, 1400 SOUTH PIPELINE ROAD WEST FOR A PUBLICLY OWNED RECREATIONAL SITE WITH LIMITED ALCOHOL SALE AND CONSUMPTION; PRO- VIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VI- OLATION; PROVIDING FOR PUB- LICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE. SECTION 3. PENALTY CLAUSE. Any person, firm or corporation violating any of the terms and provisions of this ordi- nance shall be deemed guilty of a misdemeanor and, upon conviction thereof, shall be fined in accordance with Chapter 1, Section 1-12, Euless Code of Ordinances. Each such violation shall be deemed a separate offense and shall be punishable as such hereunder. SECTION 4. PUBLICATION. The City Secretary of the City of Euless is hereby directed to publish the caption, penalty clause and effective date of this ordinance in the official newspaper of the City of Euless, as required by Section 12 of Article II of the Charter of the City of Euless. PRESENTED AND PASSED ON FIRST AND FINAL READING at a regular meeting of the Euless City Council on March 14, 2017, by a vote of 7 ayes, 0 nays and 0 abstentions.