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HomeMy WebLinkAboutORD 10-007 ORDINANCE NO. 10-007 ENTITLED AN ORDINANCE GRANTING A SPECIFIC USE PERMIT TO ALLOW PROFESSIONAL OFFICES IN A PUD (PLANNED UNIT DEVELOPMENT) DISTRICT LOCATED AT 6280 DELAWARE IN THE CITY OF BEAUMONT, JEFFERSON COUNTY, TEXAS. WHEREAS,the City Council forthe City of Beaumont desires to issue a specific use permit to Richard Guseman to allow professional offices in a PUD (Planned Unit Development) District located at 6280 Delaware, being Lot 4, Stone Manor Addition, City of Beaumont, Jefferson County, Texas, containing 0.21 acres, more or less, as shown on Exhibit "A" attached hereto; and, WHEREAS, the City Council is of the opinion that the issuance of such specific use permit is in the best interest of the City of Beaumont and its citizens; NOW, THEREFORE, BE IT ORDAINED BY THE CITY OF BEAUMONT: Section 1. That a specific use permit to allow professional offices in a PUD (Planned Unit Development) District located at 6280 Delaware, being Lot 4, Stone Manor Addition, City of Beaumont, Jefferson County, Texas, containing 0.21 acres, more or less, is hereby granted to Richard Guseman, his legal representatives,successors and assigns,as shown on Exhibit "A" attached hereto and made a part hereof for all purposes. Section 2. That the specific use permit herein granted is expressly issued for and in accordance with each particular and detail of the site plan attached hereto as Exhibit "B" and made a part hereof for all purposes. Section 3. Notwithstanding the site plan attached hereto,the use of the property herein above described shall be in all other respects subjectto all of the applicable regulations contained in Chapter 30 of the Code of Ordinances of Beaumont, Texas, as amended, as well as comply with any and all federal, state and local statutes, regulations or ordinances which may apply. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 12th day of January, 2010. AW Uayor Becky Ames - /�1N`r-•mow• Sy�i�v k 'u' a� �4 +S t �sv � 1 t �itti�� fe7lte h i '-" 'F.l.vNF Nr 5 4 ^ki>�'y x r+{ 2�t 7'.! - +.S f ` r ,p oa'� �kF rC t'F �,}. ❑4 Y -a`,y- yw` } 1",Y'z ai" J, "Y�pY4 tt''r CyY ri akr,rs asx'"Y8'x tG�zr nil r+ ✓r Ey�mtic" faF�,r�' +kpwz 1 a7 7s It 's� oF➢ +° yr,,.ay 7 TT� yCC x lSti s r 4� rrs ��3 6� F l a 1 rfii{v,�`h a \li . Y P x r Y e 6 ?,.}*�5''^2','.: R�J`� "�'�`•'�N' .w,s�F�Y ,��.`Vb'I+H���1'�1;;.� C,}'airy A;�'�$ I` �,"j{' t i 7:.:. 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FILE NO.2007006342) °p i ZS ' EXISTWG 8'WATER NAM 5 IJ.48' 20.12' 9.40' By CITY i6d.50' FORCES AT7OWNER S IX°fNSE 30.50' r5 7{ R 15' 6.0900 WATER --N-86.26+23 E N 8626_23"E _ 107.00'_ _ 59.50 (FlRE UNE) w I I 4 CO R-J' _ R-3' 15' I 4 ,ft=10' f7.0' 21.0' 18.5' 110' _ GV I - 6"C900 -- CLEV1pUT 115 IF 6'0 0.520 21.21' R-5' (FIRE L \ F2 6'-24.50 (PVC-SCH 40 PIPE) MNNOLE/J °1 F1 6'AND - MN-23.90 223 IF 6'0 0.54X i �. 12j;'BEND F11YD - ml LOT 3 (PVC-SGH 40 PIPE) 2 4 5 I6. 24.0' BUILDING C TAP/6•GTE VALVE EXPENSE 6•C9 BY CITY b' R-2' .; FORCES AT OWNERS TM 6270 X 2-1'METERS BY CITY W WATER LNE ESMT O I (FUTURE) AT OWNFFS EXPENSE SRV / N I I 6 NOTE: LINE TIE-IN BY CONTRACTOR 3 PRNATE CONSTRUCT HC RAMFS TAP/I•METER BY CITY FIR B. .75' AT 12:1 SOOPE(m) 6 TIE-IN BY SCON(RACTOR((MRE o' a sP s o 9 0 R-5' 5'SIDEWALK 0 1" R=16' o C -UGE o \ \ \ 7 2 3. R-5, 6 \ �W S S' 8.0' 9.0' 63.5 " I Iwl 1"DOMESTIC WATER SRJ� n I I \ 3 SPC I) 9' .` 7 SPACES 91 -- I, 5 86'16'23'W _ _ 162.50' _ o TL 6-24.50- 11 I \ -�'��--° 9.5' 9.0' 8.0 9 1.5' PLUG- II 4 RIISI I - Z 7 2 q��/ 8 agIry gl . 80' _ 8 SPACES O 9o°.+ I I -fin 1 PRP 13'UnunES ESUT I I a O e OT 2 BUILDING B 6260 Q U N I 6 0 10' (FUTURE) w 6" o I_ LOT 4 o a Q BUILDING D 6280 ,A -T 14III _& 1Ja IF 6•o osr.- U I (FUNR£) �- � (PVC-SCH 40 PIPE) 18. NOTE; 5' I CON6TRUC7 HC RAMPS 25 LF 1.O I.OS 3 Try C� AT 12:1 SLOPE(TYP) 5' s.s' z4.D' NOTE PVC-scH 40 PIPE 16 If 6.0 0152% MANHOLE /2 - CONSTRUCT HC RAMPS FL 4"-25.00 - (PyV-SCH 40j R OL 61 AND �_._. 401__. Ai 12:1 SLOPE(7YP) 6 �I R MH-2165. 31 _ - 5• I� n \ _ FL 4'24.75 GO _ ° 7 � 2 l 6' R-5.\ \ 2 6'N'-22.70 I R-5 I S \ j� fl FL Fl 8•/MH-15.30 2. I6 R-I' 72 ,.-I• 6.5' I I N R 6 954 .0'' I 17.5' . 0 3 PC 0 0 8 SPACEO 9' -- I M 3-50' 159. _ 159_55' __ 5 ec'2c'z3"w _ _- - --- PRA(iE DRNE/PARKING--' O �SCH 40 PWE a 6•C900 WATER UNE 'IF 8' 0.60 z 4 1 (PRIVATE s s1EA) r 4 o WATER LINE MT R=5' R�fO' F-5' R-7' _ TAP/GTE VALVE BY CITY TO - . �- AT OWNER' EXPENSE o R= N 23.50' 31' DRfVE 15.50' m 11 SPAACES O 9 I i CES O 9' 5• J8.0 I _ - R-25 J' R-25' 454.75+ - EXISTINC SIDEWALK p PRP METAL POLE(ENTERO) IX MANHOLE TAP/I"METER BY CfTY FORCES EXISTING 12'SAN NOTE: TL MANHO65 A owNERS EXPENSE sR✓LINE. J9.00' A,EMq'E/REI'IA EXISTING SIDEWALK I I FL I1•AND TIE-IN BY COMPACTOR(FUTURE) (CORNER 70 CL) SECIICN AS NECEBSMTY TO TRANSITION MN-14.70 TO GUTTER GRADE AT EMRY DRNE. �EXISTINC e"WATER MAN (CONSTRUCT HC fLiMP IF NECESSARY) -- - ------ - - - - - }{-g- --DELAWARE 3 C� II 0 _ --_ EX MYo I IXISTWC 1z'WATER MAN _---- EXHIBIT "B" NOTE ON IRRIGAT70N sY