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HomeMy WebLinkAbout16462 ORD - 08/12/198116,uo/11/010st AN ORDINANCE AUTHORIZING THE CITY MANAGER TO EXECUTE AN AGREEMENT WITH TUCKER PROPERTIES PROVIDING FOR PAYMENT BY THE DEVELOPER TO THE CITY TO FUND SANITARY SEWER FACILI- TIES AND THEIR EXTENSIONS INTO THE CLUB ESTATES UNITS 4, 5 AND 6 AREAS AND CROSSGATE SUBDIVISION (FORM- ERLY CLUB ESTATES NO. 6) AND FOR FUTURE CLUB ESTATES OR CROSSGATE SUBDIVISION UNITS, SAID PAYMENT TO BE USED TO FUND FUTURE SANITARY SEWER EXTENSIONS ACCORD- ING TO THE MASTER SANITARY SEWER PLAN, AND PROVIDING FOR INTERIM LIFT STATION AND FORCE MAIN, ALL AS MORE FULLY SET FORTH IN THE AGREEMENT, A SUBSTANTIAL COPY OF WHICH IS ATTACHED HERETO AND MADE A PART HEREOF, MARKED EXHIBIT "A"; AND DECLARING AN EMERGENCY. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. That the City Manager be and he is hereby authorized to execute an agreement with Tucker Properties providing for payment by the developer to the City to fund sanitary sewer facilities and their extensions into the Club Estates Units 4, 5 and 6 and Crossgate Subdivision (formerly Club Estates No. 6) and for future Club Estates or Crossgate Subdivision units, said payment to be used to fund future sanitary sewer extensions according to the Master Sanitary Sewer Plan, and providing for interim lift station and force main, all as more fully set forth in the agreement, a sub- stantial copy of which is attached hereto and made a part hereof, marked Exhibit "A". SECTION 2. That upon written request of the Mayor or five Council members, copy attached, to find and declare an emergency due to the need for preserving public property by executing the above agreement and expediting construction of necessary improvements, such finding of an emergency is made and declared requiring suspension of the Charter rule as to consideration and voting upon ordinances or resolutions at three regular meetings so that this ordinance is passed and shall take effect upon first reading as an emer- gency measure this .(. day of August, 1981. ATTEST: Ci Secretary MAYOR THE CIOF CORPUS CHRISTI, TEXAS APP _DAY OF AUGUST, 1981: J. BRUCE AYCOCK, CITY�ATTORNE By C/dam —.zrs«srsa,r-z 16162 �./ AGREEMENT THE STATE OF TEXAS X COUNTY OF NUECES X This agreement is authorized by Ordinance No. and is entered into between the City of Corpus Christi, hereinafter called "City", acting by and through its duly authorized City Manager, R. Marvin Townsend, and Tucker Properties, a partnership, hereinafter called "Developer", and pertains -to paying the City an established and agreed fee on the lot or acreage basis _for the purpose of helping fund future sanitary sewer facilities and their __-extensions into the Club Estates Units 4, 5 and 6 areas. WHEREAS. Developer proposes to develop a residential subdivision known as Club Estates 4, 5 and 6 comprising approximately 193.90 acres as shown on attached EXHIBIT "A", and WHEREAS, saidpreliminary plan of Club Estates 4, 5 and 6 per EXHIBIT "A"'has been submitted to the Planning Commission, and WHEREAS, Developer and City discussed the matter of sanitary sewer service and lot participation at $150.00 per lot or $600.00 per acre for all of Club Estates Units 4, 5.and 6 during the City Council meeting of November 26, 1980, and WHEREAS, said acreage or lot participation by Developer will be used by City to extend sanitary sewers in South Staples Street and other areas of the City per the Master Plan for Sanitary Sewer for the City of Corpus Christi, and WHEREAS, Developer and City both recognize the public necessity to extend the 21" diameter sanitary sewers in South Staples Street immediately south of Saratoga Boulevard, which would provide ultimate gravity sanitary sewer to the Club Estates Units 4, 5 and 6 development, and WHEREAS, Developer has changed the name of the Club Estates Unit 6 to Crossgate Subdivision as shown on attached EXHIBIT "B", NOW THEREFORE Developer and City agree as follows: 1. City will permit the construction of the Crossgate Subdivision (formerly Club Estates Unit 6 unfiled) without the construction of the 21" diameter sanitary sewer line in South Staples Street with the provision that the Developer will be permitted to construct, at Developer's expense, an interim lift station and force main to provide for temporary sewer service to the subdivision. The lift station must be constructed on South Staples Street frontage and would pump to the existing City lift station mear the intersection of South Staples Street and Saratoga Boulevard. 2. Developer agrees to pay City the sum of $150.00 per lot for each lot in Crossgate Subdivision. In accordance with EXHIBIT "B", Crossgate Sub— division contains 311 lots for a total of $46,650.00 to be paid the City. Developer is obligated to -make --this payment, on the $150.00 per lot basis within 30 days after the individual lots are sold. 3. Developer further agrees to pay the City the sum of $150.00 per lot for all lots developed on property other. than Club Estates Unit S (former .name) or Crossgate Subdivision, asshown on EXHIBIT "A", on the same 30 day post lot sale bafiis-when such additional property is platted and developed in accord— ance with City requirements. 4. City will attempt to find the funds necessary to install the 21" diameter sanitary sewer line in South Staples Street to provide ultimate gravity sanitary.sewer service to Crossgate Subdivision and the future units shown on EXHIBIT "A". In the event such funds are not available. Developer will proceed. -with interim sanitary -sewer service as described herein. "5. This agreement shall be executed in duplicate, both of which shall be considered an. original. When executed, this agreement shall become effective -and shall be binding upon the parties, their respective successors and assigns` and shall constitute a covenant running with the land and such instrument shall be filed of record forthwith. (2) AGREEMENT — CROSSGATE SUBDIVISION • ATTEST: EXECUTED IN DUPLICATE this the day of , 1981. CITY OF CORPUS CHRISTI By City Secretary R. Marvin Townsend City Mane r APPR VED• / OF AUGUST, 1981: J. RUCE AYCOCK, CITY ATTO/ EY L_[ By THE STATE OF TEXAS COUNTY OF NUECES x X APPROVED m stant t nager BEFORE ME, the undersigned authority, on this day personally appeared R. MARVIN TOWNSEND, known to me to be the City Manager of the CITY OF CORPUS CHRISTI; TEXAS, and the same person who signed the foregoing instruments - and acknowledged to me that he executed the same as the act of the CITY OF CORPUS CHRISTI, and as City Manager thereof, for the purposes and't3Tdsiderations therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 1981. • Notary Public in and for Nneces County,Texae The above and foregoing'Agreement is hereby accepted this the day of ,-1981, by'Tucker Properties, a partnership, and - - said Developer agrees to keep and perform the conditions'imposed by said agreement • • and said -Tucker Properties'Is bound by all of -the terms of the same. :THE STATE OF TEXAS COUNTY OF NUECES . I TUCKER PROPERTIES By BEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person who signed the above instrument and he acknowledged to me that the same was executed for the purposes and consideration therein expressed, and in the capacity of GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the-- day of , 1981. - Notary Public in and for Nueces County, Texas (3) AGREEMENT - CROSSGATE SUBDIVISION Corpus Christi, Texas day o , 1981 TO THE MEMBERS OF THE CITY COUNCIL Corpus Christi, Texas For the reasons set forth in the emergency clause of the foregoing ordinance or resolution, an emergency exists requiring suspension of the Charter rule as to consideration and voting upon ordinances or resolutions at three regular meetings; I/we, therefore, request that you suspend said Charter rule and pass this ordinance or resolution finally on the date it is, introduced, or at the present meeting of the City Council. Respectfully, Respectfully, Council Members //i f`!1s YO` / THE C OF CORPUS CHRISTI, TEXAS The above ordinance was passed by the following vote: Luther Jones Betty N. Turner Jack K. Dumphy Bob Gulley Herbert L. Hawkins, Jr. Dr. Charles W. Kennedy Cliff Zarsky 1G162 •-• 1: :::: ."'"1, ,.'1,-:-. I:: :::'.• 1 ;.- -... t i: • r.....; I... :..; ..'4' i I ...! .!5 • :•••4 ,11111,111•1•11•MI •••• 10'5 T1 M. F3.R..a,aCC- s GA° 00'45 E DRiVE (042.43' 40 25' 2S I MO' 33 0 0 °.1 I 0 - 1 1° DC45" V9. 85 6.0 0-tr. 7°. 0`1) ,Z•fl.1" 00.40' 1 - - 0 - ,•(.,,•(06„..0055,7tx_131, I to 4 °'R 5 Li -f- 25'61. N'X) 2 I 0.Q1 6A, (y 5G. *5 z :er• : Li 14 62 rC\i'D'45-1V Cr.58.E3'Lu 58.97' OSTG ATE 272,40• -Ty) -II poz) 10 9 in (ti .302.12 372.15' 0 12 1,4(00°58'00* 4 Kci ' 24 3 .9 ify DRIVE 55T 3T.2J _r 7- - S (01° 00' 45" E. 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AO - - .. .- 1_ ., - --I r - •vi _ ., - - - .. - ILL 1 N 5 'I:- '7"..1 .._ ---4 7.56'.E 4 -25.'Ei.L... - - 52 - .0' 5 el-- - iii ' Ch *•+, • l'- r‘ 0 •2 ---1 -15'd A 5a. o' 1 . coo0' .5,2.0. 4, " " 11 °' I Sso' 4-10' , ,- ROSS GATE SOUTH (01‘00° 48" IV III II 857.47 740.00' 004.66" DRIVE 90.33 la LIII 10"a.z-,) 111. 531 ::)D.GOu'ist453" :,,a13""41 1 rdeq- ' T 50.0- 1.6 •"1 cO I • 31 "LI c,f'0c44v 25'1317) 52.20' • I 47989' 1,1(.088'00" 441--' 52276' 53.35 25'6114 24 = 25 ▪ !Yr 4 494.I9' /2.5 u.a ir -5335'- a 25°B.t..." 112::0.9/0 t - :a M671°00'45'14 cp. 10 i'',7,1; 1-7, kr) ..9 - ti) 1t Id £00:. 58'00" 4iv 4 117.39' 1 1 9 1 1 = m 1 -55.3 1,1 G(°00145" w 95(p. 40' - - 95.0'-- -,53.o'-----'. 67). 7-5 G EMER AL NOTES t sie," IRON RODS IT ALL LOT C.OR.RS. 2. A - ANDICKT ES. REVERE.KC.E. PO11'1T WH1CkNRE. 5/8&' IRON, RODS " lzuG, , BURIED 1.0 FOOT BELOW MNI-1.31RNL QROUD SUR F-M.E Als/D SET 20.0 FEET FROM ME AR EST LOT CORIER OR 9011,1,1" OF TAVI,s1QE.1•3C.Y. III 3. TO -T AL AREA, PLuTTED EQUALS C07.99 ACRE_S. OF L0. 4. I1JQ DRIVEWAY ACC E5S, PERMITTED P,-.11-0 SOUTH 3 -TA PLES STREET FO LOTS 40 4-I BLOCK 131 , LO -FS 22'), 30,311 , BLOCK 133 . 1,4 60°58 ' 00" W GATERIDGE DRIVE - 2 MATCH I LINE (SEE SHEET 3 Or 3 ) 0 0 &s, 02. 0, - 1.90' -- I 0 2 25, Tn 3 IN Z.855' ;In M C1-1, LIME 100 1O0I 200 SCALE MI F,EE.T PLAT OF CROSSGATE ENGINEERING DATE: - 1 5-51 SCALE: 9 "= 9001 ,.305 MO. 141Z8.(00 S14 EE -C Z OF 3 • r.4 - -1- -2: 25' ESL 1•••••:-.r. • r--1. -.. 1511 25' • , . • • f• - 2. 'a ' *--;••') ••• • .01 SEE SHEET a OF 3 MATCH LIME 25 12 LIJ ‘4-) 2 .0 -: 7.5' a E. b RI 16 = = 15 80.01 1,129'C2'00"E L - - 14: 13 = 12 = 11. = 10 = 2513-1.) 9 14 Olt 7: 4 70 Z3'1 -2 To e:o z bjq MATCH LIME • Cor) -1. 0 o 0 rg: I-1-1 cis - z td" t 50.0 40. a.' CROSSRIDGE 50.0' 36. 50.0- .5: 40.25 50.0 39 -11- 34 :40 = 41 = .32 DRIVE tqc,,0°58'Ob"VV = 42 31 „ :43 30 = 44 = .29 , 25B. L. 90(0.75' 44 45 - 4.1-. .w r: 1 tw40-k, 2 7 , tr, 1044.(00' 1009.600' =47 = , 26, , :48= 7-5 LIE • 0 )11 C•3 -)C1 50.04' 1 51.75 MEADOWGATE GO* 58' 00' lukf DRIVE 900.0 25 =43 z4 5D 01 53.80' 0 2 0 137.35' 50 23 :51 = 52 = :53 :54 54.0' 4.) 0 = 55 09 57, 5C0 1 -54.0--- - 50.0'--53.j-- 22 z:2I 209 \9- 19 ti 0 50.0' \9 /.?2 4L0f. 14.6o' 830.0 :1) tu • (5,?8 - 51.78' 50.0' 31 = • • 0 0 a6, -• = 2 5 53.L aE rr.- - 11 - - 1 -+" - .33 = 34 35 -3 510.0' 1 (0"58' 00" W CROSSVALLE'T 39= .5Z05.0' DRIVE 50.0' = 19 18 17 b • b C\4 40.9 41 - c\ -- 4-5.22 6 Ct' 19. 0 0 • da4.G.a' 520.0" LOT 1 9.75 ACRES (TO C E R ES) 20.0' STREET - OF WAY CLOSED CITYORDMIPAICE 1Q0. 0 N9 ko Id cr Id 0 • 0 • 51. 78' 55. "00 _0 O. •0 25: 1G. - 15 `'d 2i4 6 *61 51.78 g 5.0 - - 90.0' 0. co 4a o - - - 57-• s'u.s?0 146,0'58'00"W el 1 r 'Lc) J20. 45 kr) 9 '9 4G 4-7 1 8 L 49 5 50 51 4 3 WI E 0 I I,/ cc.cf; 255082:000. „ Wicl \-'''I, Ith(00°.2508`.000. ' (Ai '0 0 'LA) ‘.9 30 53 3d d0'0±,.-.)12; 4-3(N I 25' ,.. .. C5 e 109.99,01, p APRICca•295.0, DRIVE 0 Ch.3 44°02'50W 1370.15' - -85.60' 1 *Ali (20 58 CO \V 9e0.55' - ICI> 5:G=1" 119.Coa 16 14 t 13 12 10 9 A=90° 00' 00" A.-45° 142:3' R. 40.00' i 34-.50' T. 40. 00"/ 14. 37' L= (02.831 L= 27.24' / a. 265734" A= 04° 02' 2G" R= 701.41' R. 721.41' 16,CD.28' T= 25.45' 32(0.85' L= 50. 8e1:' '06 0 C) 9: 6,- 25'57'34" L. 2557'34" R= 241.92' R= 21(.0.92' T. 55.7c'= 50.00' L. 109.601' L= 98.28' kg' 13 L\ = 3330'00" ts.. 14'33'00" R= 16,1.G0' R= 4(09.39' T= 43.30' T= 47.47' L.- 84. (0 1 L.. 94. (02 CD• C) A= 7527'00" k= 30°00'00" R. 10.00' R= 136a.967' T. 8.(c,' 367.70' •t'L 1.3.60 L= 71.71' ._@ I .. • 270°26 4(o' 3002'45" ,-Td, R. 50.00' R= 25.00' L. 2360.04' L= 13i1' =-101' 30'15" ts..= 85° 17'5&" R. 10.00' R= 10.00' - - T. 12.24' T= 9.21' L.,17.71' L. 14.89' •.@ @ • A= 33° 3G° 3Co" R= GS. R= 88.23' T= 0.10' 2(0..6,5' L. 37.09' L. 51.75.1 tr) • • A=03°031 14-u A.0829' 46; • R.= 494-.39' R. 494.39' T. v3.18' T = 3(.72 •L. 2(0.35' L 73. 31 • A 17- Oa' 4-3" A Bei -*Oa' • 380.00' k paod T"• 56.9S`Th 5.01' • 113.05 L14.t 2 119.Co 1 )o'.13./.) 0 1\OR1G11.1AL SE.CTSOLI • 100 - 0 200 SCALE iM FEET CLI VE DA:Tiss. 0 A= 90"03'00"- R=10.00' T . 10.00' 15.71' 0 L=-.3‘6.52' 12" R. 50.00' T. 1(0.6,7' .L= 32.17' 0 18:0* 28' 4G" R= 50.00 T. L= 157.50' 0 21"aa' 20" %'.4I'(0. T. 129.73' L= 25G.53' 0 A.25°57'34" R= 191.92' T. 44.24' L= 8G.95' A= 41°33'00" R=-494.39' T. 50.00' L. 9.('9 A. 30° 00' 00" R. 119.96,' 58.G2' L= 30'02 '45" R. 50.00' 93.42' L. ZG.22' 0 &=04° 44' 49" R= 4(09.39' T= 19.45' L= 381.69' 33°3(.0'3G" R= 38.23' T= 11.24' L: 22.42' 0 b.= 30=0000" R-. 74C.41' T= 200.00' L= 390.82' CROSSGATE A= 9004'53" ES.= 59°55' 10" R. 10.00' •R. 10.00' T. 10.01' T:9.98' L= 15.72' 15.e09 (015_ _03 ". 0404 24" ART.: 97700:0000' 00,0, 0" L. 442.89' L. 109.95' L 0 9I"5''0(".00:L.= 30' 00'00" 10 R. 72L41.' T. 10 .3 T = 193.30' L= 14. 1--= 37T- T3' 6,=01" 07' 18" c2 92°55'08" R. C.09(0. 41' R= 10.00' T .82.' 'T. 10,52' -. G L. 13.6.3' 1(0.22' 2.1T. (100L= 110.79' L= L-= R= 5/9.39 R= L= 104.70' = A= 30°00'00" L-45° 14'23" R= .862.9G. R= 34.50' T= 23.30' • T= 14.37' L= 45.53' L= 27.24' • 89*55'45" L= 90°04' 15" R= 10.00' R. 10.00' T. 9,99' T= 10.01' 1..= L= 15.72' 0 • 90°02'45" 89°57' 15" R= 10.00' RT: 190.9.090: T=) 10.01' L= 15.71' 0 L. 15.70' L-- 28°04121" 6.= 1460'08`42." R= 25.00' R= 6,0.00" Ti. G.25' T. 19T. 14' L= 12.25' L.: 153.04' CD 432 °9 225. 5' ID, .R-== 032. 4080. 6' 16"1 T.- 11(0.4G' T= Ca. ID' L= 221.G7'' L= 12.2.1' 30°00'00" 15(0.6,0' 50.00' 97.70' 901'33.00" 10.00' 12.25' 1772' DATE: 1- /5-81 SCALE: 1"= 106 JOB t,10. 141 Za SHEET 3 OF 3