02-24-22-8.2 - 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
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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
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Exhibit B
Resolution No. 02-24-22-8.2 Page 7 of 9
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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