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Home My WebLink About02-24-22-8.2 - Resolution - 02/24/2022RESOLUTION NO. 02-24-22-8.2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, AUTHORIZING THE ESTABLISHMENT OF A PUBLIC UTILITY EASEMENT WITHIN A CERTAIN COLLEGE STATION PARKLAND SECTION. WHEREAS, the Texas Parks and Wildlife Code Chapter 26.001: PROTECTED LAND; NOTICE OF TAKING et. seq. establishes the requirements for the use or taking of land currently designated and used as a park, recreation area, scientific area, wildlife refuge, or historic site; and WHEREAS, the City of College Station wishes to allow a development to install wastewater lines and other public utilities, and provide access to public utilities for development purposes of the Hemaville Subdivision Phase 1, on a section of parkland generally located along the edge of the south side of Krenek Tap Road near the intersection of Central Park Lane; and WHEREAS, in compliance with statutory requirements recited above, notice and a public hearing were held where all interested persons present who were entitled to speak did so speak; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the facts and recitations set forth in the preamble of this resolution are hereby declared true and correct. PART 2 That the City Council of the City of College Station, Texas, hereby determines there is no feasible and prudent alternative to the use of the 0.195 acre College Station parkland section generally located along the edge of the south side of Krenek Tap Road near the intersection of Central Park Lane for the installation of wastewater lines and access to public utilities as set forth in Exhibit “A” attached hereto. PART 3: That the City Council of the City of College Station, Texas, hereby determines that the use of the parkland as described in this resolution includes all reasonable planning to minimize harm to the parkland, including the installation of landscaping and irrigation to offset the impact, as set forth in Exhibit “B” attached hereto. PART 4: That, based upon the above, the City Council of the City of College Station, Texas, hereby approves the use of a portion of the said 0.195 acre tract for the establishment of a Public Utility Easement as set forth herein. PART 5: That this resolution shall take effect immediately from and after its passage. Resolution No. 02-24-22-8.2 Page 2 of 9 ADOPTED this 24th day of February, A.D. 2022. ATTEST: APPROVED: City Secretary MAYOR APPROVED: City Attorney Sheet: 1File: .\City of College Station Logo.pdfMissing or invalid referenceExhibit AResolution No. 02-24-22-8.2Page 3 of 9 Exhibit AResolution No. 02-24-22-8.2Page 4 of 9 LPSDEELPLPLPSDDWWWWLPDDPP12'' SS12'' SSExhibit AResolution No. 02-24-22-8.2Page 5 of 9 1 S TRONG URVEYING, LLC 1722 Broadmoor Ste. 105 Bryan, Texas 77802 Phone: (979) 776 – 9836 Fax: (979) 731 – 0096 FIRM NO. 10093500 Email: curtis@strongsurveying.com Proposed 15’ Wide Easement Parcel 0.195 of One Acre Out of a Called 47.22 Acre Tract Volume 398, Page 383 Morgan Rector League, A – 46 College Station, Brazos County, Texas February 1, 2022 All that certain lot, tract or parcel of land being 0.195 of one acre situated in the MORGAN RECTOR LEAGUE, Abstract No. 46, Brazos County, Texas and being a part of that certain Called 47.22 acre tract as described in deed from Benjamin J. Lednicky, Jr. et al to The City of College Station, Texas of record in Volume 398, Page 383, Deed Records of Brazos County, Texas, said 0.195 of one acre tract being more particularly described by metes and bounds as follows: Beginning at a 1/2" Iron Rod with Cap set in the southeast right-of-way line of Krenek Tap Road as described in Volume 97, Page 90 for the north 30’ and being possible prescriptive for the remainder of said right-of-way for the most northerly corner, a 1/2" Iron Rod with Cap set at the intersection of the southwest line of said Called 47.22 Acre Tract and the southeast right-of-way line of said Krenek Tap Road bears S 42 ° 30 ‘ 53 “ W a distance of 932.13 feet from which a 1/2" Iron Rod found for reference bears N 47 ° 48 ‘ 07 “ W a distance of 1.11 feet, a 1/2" Iron Rod with Cap (Mayo) found for the east corner of said 47.22 Acre Tract bears S 63 ° 37 ‘ 51 “ E a distance of 1349.25 feet; THENCE S 47 ° 29 ' 07 " E a distance of 18.00 feet to a point for the most easterly corner; THENCE S 42 ° 30 ' 53 " W a distance of 565.43 feet to a point for the most southerly corner; THENCE N 35 ° 51 ' 09 " W a distance of 15.31 feet to a ½” Iron Rod with Cap set for the most westerly corner, a 1/2" Iron Rod with Cap (Mayo) found for the most southerly corner of said Called 47.22 Acre Tract bears S 31 ° 55 ‘ 11 “ E a distance of 1351.20 feet; THENCE N 42 ° 30 ' 53 " E along a line being 3 feet from and parallel to the southeast right-of-way line of said Krenek Tap Road a distance of 547.34 feet to a point for angle point; THENCE N 47 ° 29 ‘ 07 “ W a distance of 3.00 feet to a point on the southeast right-of-way line of said Krenek Tap Road for angle point; THENCE N 42 ° 30 ‘ 53 “ E along the southeast right-of-way of said Krenek Tap Road a distance of 15.00 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 0.195 OF ONE ACRE OF LAND MORE OR LESS. North Orientation based on rotating to City of College Station Monuments CS94-127 and CS94-129. Surveyed on the ground under my supervision on July 14, 2021. Exhibit AResolution No. 02-24-22-8.2 Page 6 of 9 KRENEK TAP ROAD1/2" 1/2" 1/2" 1/2" 3/4" 1-1/4" 3/4" 3/4" 3/4" 1" 1" 1" 20.0 1" V 1 REF. NOTES 12 AND 13 BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTSAHSAHSAHFEBRUARY 3, 2022PREPARED FORHOUSTON, TEXASGULF COAST REGIONALBLOOD CENTER - B/CS064570400GULF COAST REGIONALBLOOD CENTER02/03/2022LICE N SED I R R IG ATORIrrigation in Texas is regulated by the Texas Commission of Environmental Quality (TCEQ), MC-178, P.O. Box 13087, Austin, Texas, 78711-3087. TCEQ website is: www.tceq.state.tx.us CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what's below. before you dig.Call R OFFSITEIMPROVEMENTSIRRIGATION PLANIR1.01 NORT H CENTRAL P A R K L A N E Exhibit B Resolution No. 02-24-22-8.2 Page 7 of 9 EE LPLP LPSWWWWLP12'' SS12'' SS12'' SS12'' SS12'' SS12'' SSOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPDDDSDSDSDSDSDSDSDSDSDSDSDSD8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W12'' SS12'' SS12'' SS 12'' SS 12'' SS 12'' SS 12'' SS S 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' WSD SD SD SD SD SD SDKRENEK TAP ROADS S RIM: 275.00INV IN: 268.45INV OUT: 268.3511STA: 0+00, 0.00RIM: 274.02INV IN: 266.58INV IN: 266.68INV OUT: 266.5820Qv2TR((6&OD(QT<%OTAN,&AL NA0(&O00ON NA0(&ONT&AL,P(R6,=(R(0AR.6Qv2 20 Q8(R&86 9,R*,N,ANA 6O8TH(RN L,9( OA. % % 4 &AL 10C-12C H X 4C-6C : 6,N*L( 6TRA,*HTTR8N. )8LL AND0AT&H,N*PLANT SCHEDULE OFFSITE IMPROVEMENTS%< DAT( A6 6HO:N R(9,6,ON6NoDAT(6H((T N80%(R&H(&.(D %< 6&AL( D(6,*N(D %< DRA:N %< .HA PRO-(&T (&% (&% 6(0 D(&(0%(R 2021 PR(PAR(D )OR HO86TON T(XA6 *8L) &OA6T R(*,ONAL %LOOD &(NT(R - %/&6 064570400 *8L) &OA6T R(*,ONAL %LOOD &(NT(R 12/14/2021CAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREACONTRACTOR IS RESPONSIBLE FOR DETERMINING THEHORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUETO DAMAGE INCURRED DURING CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES ON THE PLANS.Know what'sbelow.before you dig.CallRO))6,T( ,0PRO9(0(NT6 LAND6&AP( PLANL101NORTH&(NTRAL PAR. LAN(NOT( ,RR,*AT,ON 6<6T(0 TO %( PRO9,D(D TO 6(R9,&( ALL N(: PLANT,N*6TH( 6<6T(0 :,LL %( D(6,*N(D %< A &(RT,),(D ,N6TALL(R %()OR( A&(RT,),&AT( O) O&&8PAN&< :,LL %( ,668(D(X,6T,N* 6,*N TOR(0A,N T<P&ONTRA&TOR TO 6((D TOL,0,T6 O) D,6T8R%AN&( T<P&ONTRA&TOR TO 6((D TOL,0,T6 O) D,6T8R%AN&( T<PPROPO6(D 6AN,TAR<6(:(R R() &,9,L 6H((T6(X,6T,N* :AT(R L,N( TOR(0A,N R() &,9,L 6H((T6(X,6T,N* 24 OA. TO%( R(0O9(D T<P(X,6T,N* 1 OA. TO%( R(0O9(D T<P(X,6T,N* 14 HA&.%(RR<12 HA&.%(RR< AND T:O 6A6H AND TO %( R(0O9(DT<P(X,6T,N* 28 OA. TO%( R(0O9(D T<P(X,6T,N* 1 OA. TO%( R(0O9(D T<ProotballTree PlaQtiQJ 2-1/2X - 3X Rootball DiameterA& 6(( PR(-APPRO9(D 6TA.,N*0(THOD6 TH,6 6H((T5 ),ND TOP-0O6T ROOT ONROOT%ALL PO6,T,ON ROOT%ALL6O TH,6 TOP ROOT ,6 1-2 A%O9(LAND6&AP( 6O,L APPROX 10%O) ROOT%ALL 6HALL %( A%O9(LAND6&AP( 6O,L6 % % OR &ONTA,N(R6(( 6P(&,),&AT,ON6 )ORROOT %ALL R(Q8,R(0(NT67 R(0O9( ALL 6<NTH(T,&0AT(R,AL6 )RO0 ROOT%ALL8 ROOT%ALL6 6HALL %( PLA&(D ON8ND,6T8R%(D 6O,L TO PR(9(NT6(TTL,N*A &ONTRA&TOR 6HALL A668R(P(R&OLAT,ON O) ALL PLANT,N*P,T6 PR,OR TO ,N6TALLAT,ON% ),NAL TR(( 6TA.,N* D(TA,L6AND PLA&(0(NT TO %(APPRO9(D %< O:N(R1 TR8N.3 6HALLO:/ :,D( PLANT HOL( TOP6HALL %( 25X-3X TH( 6,=( O)ROOT%ALL4 ),N,6H(D *RAD( 6(( *RAD,N* PLAN10% of54132678 ALL TR((6 6HALL %( PL80% 9(RT,&ALL< :,TH,N ATOL(RAN&( O) THR(( D(*R((6 8NL(66 OTH(R:,6(D,R(&T(D %< O:N(R 6 R(PR(6(NTAT,9(% ),NAL TR(( 6TA.,N* D(TA,L6 ANDPLA&(0(NT TO %( APPRO9(D %< O:N(R& ALT(RNAT( TR(( AN&HOR,N* 6<6T(060A< %( 68%6T,T8T(D )OR :OOD 6TA.,N*6<6T(0 8PON APPRO9AL %< O:N(R ORO:N(R 6 R(PR(6(NTAT,9(PR(-APPRO9(D 6<6T(06 %ROO.6 TR(( %RA&( 6<6T(0 AR%OR T,( TR(( %RA&,N*D R8%%(R HO6(/:,R( 6<6T(06 AR( NOTALLO:(DNOT(66 ),N,6H(D *RAD( 6(( *RAD,N* PLAN5 2 [ 4 [ 3 0,N PT :OOD 6TA.(6 %8R,(D 3 %(LO:),N,6H(D *RAD(%LarJe Tree 6taNiQJ - 100 *al or % % 4 120°120°PLAN120°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xhibit BResolution No. 02-24-22-8.2Page 8 of 9 BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTSAHSAHSAHFEBRUARY 3, 2022PREPARED FORHOUSTON, TEXASGULF COAST REGIONALBLOOD CENTER - B/CS064570400GULF COAST REGIONALBLOOD CENTER02/03/2022LICE N SED I R R IG ATORIrrigation in Texas is regulated by the Texas Commission of Environmental Quality (TCEQ), MC-178, P.O. Box 13087, Austin, Texas, 78711-3087. TCEQ website is: www.tceq.state.tx.us IRRIGATIONSPECIFICATIONSIR2.0 REFER TO SPEC. REFER TO SPEC. MANUFACTURER LATERAL PIPING MAINLINE PIPING IRRIGATION LEGEND: SYMBOL DESCRIPTION 3/4" & LARGER - CLASS 200 PVC 1-1/2" SCH. 40 PVC MODEL NO. 18" OR 24" WIRING INTERVALS. 1. TAPE & BUNDLE WIRING AT 10'-0" TRENCHING DETAIL PVC MAINLINE 12" MAINLINE, LATERAL, AND WIRING SPEC. REF PVC LATERAL LINE, 45 DEGREE ELL TO REQUIRED DEPTH REMOTE CONTROL VALVE 6" VALVE BOX EXTENSIONS AS PVC MAINLINE REQURED DEPTH WATERPROOF WIRE CONNECTORS 1" DIA. WIRE COIL - 24" LONG FINISH GRADE 10" RAINBIRD VB VALVE BOX W/ GREEN LID SET 1/4" ABOVE FINISH GRADE REMOTE CONTROL RAINBIRD PEB W/ PRS-D PRESSURE REGULATOR, VALVE NOTES: 1. ALL 24 VOLT LEAD AND COMMON VALVE WIRING SHALL BE A MINIMUM OF UF-14 GA. SINGLE CONDUCTOR. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER WIRE SIZE. WIRE SPLICES SHALL BE 3M-DBY PERMANENT AND WATERPROOF PER THE SPECIFICATIONS. 2. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LANDSCAPE CONTRACTOR TO ENSURE ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 3. PIPING AND VALVES IN PAVING SHOWN FOR CLARITY, INSTALL IN ADJACENT PLANTING BED OR LAWN AREA. 4. LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. MAINLINE AND PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" OF COVER. ALL FITTINGS TO BE SCHEDULE 40 PVC. USE WELD-ON #705 SOLVENT AND #P-68 PRIMER FOR PVC CONNECTIONS PER THE SPECIFICATIONS. 5. SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS OF NOT EXCEEDING 5 FPS. REFERENCE CHART. 6. CONNECT TREE BUBBLERS TO LATERAL PIPING WITH RAINBIRD 1/2" SPX SWING PIPE. 7.INSTALL REMOTE CONTROL VALVES AND WIRE SPLICES IN TEN (10") INCH RAINBIRD VB VALVE BOXES. 7. DESIGN PRESSURE IS 55.0 PSI. STATIC PRESSURE IS 70 PSI. TEN DAYS PRIOR TO START OF CONSTRUCTION, VERIFY STATIC PRESSURE. IF STATIC PRESSURE IS LESS THAN STATED DO NOT START WORK UNTIL NOTIFIED TO PROCEED. 8. MINIMUM DISTANCE BETWEEN MAIN LINE AND LATERAL LINE FITTINGS (EXCEPT FOR REDUCER BUSHINGS) TO BE EIGHTEEN (18") INCHES AND MINIMUM HORIZONTAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN ANY VALVES THAT ARE INSTALLED SIDE BY SIDE. 9. DO NOT INSTALL ANY MAINLINES, VALVES, OR CONTROL WIRES WITHIN THE R.O.W. UNLESS CITY APPROVED. 10. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO CONNECT THE PROPOSED 1-1/2" SCHEDULE 40 PVC MAINLINE TO THE EXISTING MAINLINE AT THIS APPROXIMATE LOCATION. VERIFY THE EXACT SIZE AND LOCATION OF THE EXISTING MAINLINE PRIOR TO BIDDING. CONTRACTOR MUST COORDINATE THIS WORK WITH ALL DISCIPLINES PRIOR TO BEGINNING OF THE PROJECT. 11. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RUN A WIRE DITCH FOR THE NEW UF-14GA TREE BUBBLER WIRE APPROXIMATELY 500'-0" TO THE EXISTING CONTROLLER. THIS WORK TO INCLUDE REPAIRING ANY DAMAGE TO THE EXISTING SYSTEM DUE TO THIS NEW WIRE DITCH. VERIFY THE EXACT LOCATION OF THE EXISTING CONTROLLER PRIOR TO BIDDING. CONTRACTOR MUST COORDINATE THIS WORK WITH ALL DISCIPLINES PRIOR TO BEGINNING OF THE PROJECT. 12. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO HAND DIG WITHIN ALL EXISTING TREE ROOT ZONES. CONTRACTOR MUST STAKE DITCHES AND RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OR DIGGING. 13. ALL STATE OF TEXAS LAWS/RULES AND ALL LOCAL CODES/ORDINANCES ARE MADE PART OF THESE PLANS AND SPECIFICATIONS WHETHER SHOWN OR NOT. THESE LAWS AND ORDINANCES WILL SUPERCEDE THE PLANS, DETAILS, AND/OR SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS CAUTIONED THAT HE IS TO INCLUDE ANY AND ALL COST NECESSARY TO MEET OR EXCEED THE LAWS OF THE STATE OF TEXAS OR LOCAL CODES CONCERNING LANDSCAPE IRRIGATION. A LICENSED IRRIGATOR OR LICENSED IRRIGATION TECHNICIAN SHALL BE ON-SITE AT ALL TIMES WHILE THE LANDSCAPE IRRIGATION SYSTEM IS BEING INSTALLED PER CITY OF COLLEGE STATION REQUIREMENTS. 14. IT IS THE INTENT OF THESE PLANS TO PROVIDE THE OWNER WITH A FULLY AUTOMATED AND OPERATIONAL IRRIGATION SYSTEM UPON THE COMPLETION OF THIS PROJECT. PVC LATERAL REFER TO PLANS FOR SIZE 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) NOT TO SCALE C SHIDC FLOW/GPM: 0 - 4.0 4.1 - 9.5 9.6 - 14.5 14.6 - 27.0 1/2" 3/4" 1" 1-1/4" PIPE SIZE: 35.1 - 55.0 27.1 - 35.0 1-1/2" 2" NOT TO SCALE C SHIDC REMOTE CONTROL VALVE PVC PIPE SIZE CHART NOT TO SCALE C SHIDC TREE BUBBLER HEAD RAINBIRD (30 PSI)#1404 PLASTIC BUBBLER NOZZLE ON SHADE ON RAINBIRD 1/2" SPX SWING PIPE PVC PIPE 1804 W/ PLASTIC SPRAY SPX SWING PIPE INSTALLED NOZZLE ON 1/2" RAINBIRD TREE SPRAY HEAD ABOVE FINISH GRADE NOT TO SCALE C SHIDC GPM (APPROX.) STATION NUMBER VALVE SIZE Exhibit B Resolution No. 02-24-22-8.2 Page 9 of 9