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HomeMy WebLinkAbout1986-03-10-1000AM-Regulari +b BRAZOS COUNTY BRYAN. '0ID2CA6 ISGS HIM -6 Eel 4: 18 :C'.rIiY CLCRK AGENDA FOR COMMISSIONERS` COURT MEETING - MONDAY, MARCH 10, 1986, 10:00 A.M. 1. Consideration of amendment to the Subdivision Regulations to correct an article number of the enabling statutes. 2. Consideration of award of the following bids and authorize the payment thereof: 1. One (1) Plain Paper Copier for the Auditor and Treasurer°s Office. 2. 120 day meat bid for the jail. 3. Consideration of request from Sheriff Ron Miller to raise daily jail usage fees to outside agencies. 4. Request for Special Deputies for the serving of mental warrents. 5. Consideration of request from the State Department of High- ways and Public Transportation for extension of FM Road 1688 in Brazos County. 6. Consideration of request to install pipeline in County rights-of-way of old Reliance Road in Precinct 3. 7. Acceptance of agreement for road right-of-way in Rainbow Acres from Dr. Horn and Dr. Anderson. 8. Consideration of Change in Status of Employees. 9. Consideration of Certificates of Correction and/or Cancella- tion. 10. Payment of Claims. 11. Other Business 41 1 i ~3$ V0L P A G -1-' i k-v ,,V 4 y COMMISSIONERS' COURT REGULAR MEETING MARCH 10, 1986 • A regular meeting of the Commissioners' Court of Brazos County, Texas, was held in the Commissioners' Courtroom in the Courthouse in Bryan, Brazos County, Texas, beginning at 10:00 A.M. on Monday, March 10, 1986, with the following members of the Court present: R. J. Holmgreen, County Judge, presiding: Bill J. Cooley, Commissioner of Precinct 1; Walter Wilcox, Commissioner of Precinct 2; Billy E. Beard, Commissioner of Precinct 3; Milton Turner, Commissioner of Precinct 4; Frank Boriskie, County Clerk. The following citizens and officials were in attendance: Chuck Clements WTAW/KTAW Stub Davis County Treasurer Sally Peterson TAMU Student Neal Jones Visitor Sharon Fairchild Auditor W. D. Burley District Clerk Rebecca Shults Auditor's Office Winfred E. Pittman Constable, Pct. 7 - Norman Godwin Visitor i Joyce Hawk KAGC-KKYS Billy Eubanks County Engineer John Godfrey Sheriff's Department Mike George KBTX Steve Dowell KBTX Ron Miller Sheriff Buddy Winn Tax Assessor Collector David Nunnelee The Eagle Carol Snedeker County Judge's Secretary Ruth McLeod Admin. Asst. to C. Court The Court received, approved and ordered filed as submitted the following reports for February, 1986: Jim Mazurkiewicz, County Extension Agent; Mike McKinney, County Extension Agent; Dale A. Fritz, County Extension Agent; Mable Walker, County Extension Agent; Kathleen M. Barnett, County Extension Agent. The Court received, considered and approved reports from County and Precinct Officers showing revenue collected and re- mitted to the County Treasurer. A copy of the reports are attached hereto. •ti y~ VQ L 5 -PAGE 3- i The Court proceeded to consider award of the following 1. Bid No. 270 - Plain paper copier for the County Trea- surer and Auditor°s offices. Commissioner Cooley re- quested that the award of the bid be delayed, pend- ing further review of the bids received. It was the consensus of the Court that the additional time be granted. 2. Bid No. 269 - 120 day contract for meat for the coun- ty jail. The first item to come before the Court was an amendment to the County Subdivision Regulations. Such amendment would correct the article number of the enabling statute that was brought about by the recodification of certain statutes by the state legislature. On motion by Commissioner Beard, seconded by Commissioner Wilcox, the Court voted unanimously to amend the Regulations. A full copy of the Regulations is attached hereto. bids: (a) Todaro (b) Readfield Meat Services Meats, Inc. 1. Ground Beef $1.09 per lb. $1.69 per lb. 2. Round Tips 1.89 per lb. 1.69 per lb. 3. Bacon 1.29 per lb. 1.22 per lb. 4. Lunch Meat 1.19 per lb. 1.12 per lb. 5. Bologna 1.09 per lb. 1.15 per lb. 6. Salami 1.29 per lb. 1.15 per lb. The Court proceeded to consider a request from Sheriff Miller to increase the fees charged to outside agencies for housing their prisioners. Sheriff Miller stated that the current fee of $12.50 was set by the Commissioners Court in 1979. Sheriff Miller es- timated the actual cost of housing a prisioner was between $35.00 and $40.00 per day and recommended that the rate for other agen- cies be set at 5'30.00 per day. On motion by Commissioner Beard, seconded by Commissioner Cooley, the Court voted unanimously to set the fee for housing prisioners for outside agencies at $30.00 per day, to become effective April 1, 1986. I 1 John Godfrey, Jail Administrator, representing the Sheriff°s De- partment recommended the Court accept the low bid of Readfield Meats, Inc. e s I I r a ~ VO PAGE 3elP-- i I i w=• ,t .4 AdUL `4 •a I The Court next considered a proposal by the State Depart- ment of Highways and Public Transportation for the extension of FM 1688 (Leonard Road), The project would extend FM 1688 along an existing county road, from FM 60 north westward a distance of 3.9 miles. The project would-require Brazos County to obtain the required right-of-way as well as clear the right-of-way be- fore the highway department could proceed with engineering de- velopment and construction. Judge Holmgreen recommended that Commissioners Wilcox, Cooley and Turner serve on a committee to securt, the right-of-way. Commissioner Cooley requested that Commissioner Beard replace him on the committee. Commissioner Beard stated that he would not,have time to serve on the commit- tee and recommended that Norman Godwin be appointed to the com- mittee. Mr. Godwin was present at the meeting and stated that he had attended two meetings regarding the construction of the road. Mr. Godwin went on to state that he had a petition signed by property owners in the area favoring construction of the road and that 768 of the total right-of-way for the road was firmly committed. Commissioner Beard moved that the Court agree to ac- quire the right-of-way for the extension of FM 1688 and to ap- point Norman Godwin, Commissioner Wilcox and Commissioner Turner to a committee to acquire the right-of-way. The motion was sec- onded by Commissioner Wilcox and carried unanimously. A request from Bryan Woodbine Gathering, Inc. to install a gas pipeline across and within the right-of-way of Relaince Road in Precinct 3 was next considered by the Court. The pipeline would parallel the roadway approximately 30.1818 rods. On motion by Commissioner Beard, seconded by Commissioner Wilcox, the Court voted unanimously to grant the request and authorized the in- stallation of the pipeline. A full copy of the permit is attach- ed hereto. The Court next discussed the acceptance of a road right-of- way in Rainbow Acres from Dr. Horn and Dr. Anderson. Commissioner V®L .s PAGE 3 Yl Beard stated that the additional property would accomodate the widening of Pate Road to a 100 foot right-of-way. Commissioner Beard further stated that the County was to install the necess- ary culverts and the property owners were to pay for the necess- ary gravel. Commissioner Beard moved to accept the right-of-way to widen Pate Road. Commissioner Cooley moved to accept the right-of-way, subject to the property owners depositing $6,000 in escrow prior to the construction,of the road with this amount i being the minimum cost to construct the road. Commissioner Wil- cox stated that he understood the,developer would pay for the cost of the material for the road. iCommissioner Beard seconded the motion which carried unanimously. The Court proceeded to consider the change in status of the following employees: Paul Gorney Brazos Center Michael Swearingen Sheriff's Department Janet Hadley 85th. District Court Chiali Shen County Ct.at Law #1 Russell Robinett Juvenile Services Vincent Ramos Juvenile Services Denese Bengs Ct.Administrator Office James Marrow i Sheriff's Department James Toliver Road and Bridge Department Mary Goodman Building Maintenance Jesse Rodriquez, Jr. Building Maintenance Debbie Farnum District Clerk's Office Joseph Parks Sheriff's Department On motion by Commissioner Cooley, seconded by Commissioner Beard, the Court voted unanimously to approve the change of status as submitted. Under other business, Commissioner Turner requested that the matter of removing the fence that had been constructed across Leonard Road be placed on the agenda for the next Commissioners Court meeting. This would,open the road all the way to the Brazos River. It was the consensus of the Court that this matter be placed on the agenda. i Commissioner Cooley brought up the matter of payment of cer- tain bills after the due date, thus requiring the payment of a ! i I late charge. The bill in question at this time was the telephone t ~r f l r VOL PAGE 3 ya' a a.~ 77 U-3. ' I i ' bill from GTE. Considerable discussion was had on the matter, but no official action was taken. Discussion concerning the grading of a road off Bush Lane • was had with no official action taken. It was decided that the matter should be placed on the agenda for the meeting of March 24th. The road in question was not named. s, Claims were approved as per the following page. I i I ' I I 4 ~ a y 1 I I i ; f ! ' { VOL .S PAGE 3 ' ..+w~ °.~h.. -a _ - - t.-.k.La.cl'..t-_ •i !•_I+~.v.: .m ~ a c.._ - _ •_u7 - • - / • • ~ • • , , , r .5'(~1J-• r ) __I_ . L~ •.f•• 1 0 The Court next considered the following Claims as submitted by the County Treasurer for payment: 10 - General Fund------------------------Claims 49674 thru a322 Claims thru Claims thru Claims thru Claims thru 30 o Capital Projects & Improvements: Proposition I----------------Claims 03,,g thru01 1 Claims thru Claims thru Proposition II----------------Claims thru Claims thru 42 - Revenue Sharing---------------------Claims sn1s3 thru snigg Claims thru Claims thru Claims thru 40 - Law Library-------------------------Claims rn342 thru sn Claims _ thru Claims thru 90 - Community Resources Officer---------Claims 5n427 thru ;n4-1n Claims thru Claims thru 91 - Juvenile Commission Grant-----------Claims 5043] thru Sn433 Claims thru 25 - Capital Improvement Debt Service----Claims 5n323 thru 5n324 Claims thru 26 - Road & Bridge Debt Service----------Claims thru Claims thru 31 - State Lateral Road------------------Claims thru Claims thru Claims thru 32 - R-O-W Equipment & Improvement-------Claims thru Claims thru 33 - FM and Lateral Road-----------------Claims thru Claims thru 43 - Oil and Gas Fund--------------------Claims thru Claims thru 45 - Omnibus Crime Control Fund----------Claims 50360 thru 50365 Claims thru 92 - Council on Arts Grant---------------Claims thru Claims thru Claims thru 93 - Sesquicentiennial------------------- Claims 5n434 thru Sn447 Claims thru 20 - Road & Bridge----------------------- Claims thru 94 - Claims Victim Assistance 50448 thru 50A 49 laims C 60 - Payroll Claims 50421 thru 50422 22 - Road & Bridge No. II - Precinct 1---Claims g;nAr thru 5n716 Claims thru Precinct 2---Claims thru Claims thru Precinct 3---Claims thru Claims thru Precinct 4---Claims thru Claims thru 54 - Health Dept.------------------------ Claims 50391 thru 50392 Claims thru 55 - Foster Care-------------------------Claims 50393 thru 50420 Claims thru 61 - 50423 50426 ON LINE CHECKS 20005-20016 On motion by Commissioner Cooley seconded by Commissioner rner the Court vote unanimously to approve the Claims as su m tte . There being no further business, to come before the Court the Meeting was adjourned. VOL -PACE. -3 V5~ e V.Vv" 4 1 _ i t~l I~ 4 4 t S ,I it The foregoing minutes have been examined and approved in open Court this the day of c21 19 Z4 , in Bryan, Brazos County, Texas. o mgreen County Judge Walter Wilcox Commissioner, Precinct 2 Milt nb Turner Commissioner, Precinct 4 1 , S~ ~ rI 1t ^ f t JI ~ I VOL ..!r- PAGE _r2T- ' I • ~ M1T_nr. ei : - - - - _ _ _ _ . _ ..c - :7~~~w•. r~ c~`a-.- ~ _y' .:.•~i•.~...++^.ar: a - - _ _ _ . . Bill oo ey Comm •sioner, Precinct 1 ran Boris i County Clerk OFFICER'S REPORT FOR February, 1986 j FRANK BORISKIE, COUNTY CLERK Fees $26,384.00 County Judge's Fees 320.00 County Attorney's Fees 2,429.50 , Sheriff's Fees 1,118.75 State Arrest Fees 606.00 Fees-Bryan/College Station Sanitary Disposal 200.00 Appellate Judicial Fees i Probate Education Fees Criminal Justice Planning 640.00 Law Enforcement Fees 64.00 Victims of Crime 955.00 Judicial Court Training 46.00 Law Library Fees Road and Bridge Fines 1~, 761.00 t Other TOTAL FEES $46,411.20 W. D. BURLEY, DISTRICT CLERK Fees $19.913.00 Trial and Jury Fees 165.00 Sheriff's Fees 1,818.25 Sheriff' Jury Fees 912.50 District Attorney Fees 689.50 SA]1kec>kJZ&5tc:ER&3c Appellate Court Fees 820.00 Criminal Justice Planning 420.00 Law Enforcement Fees 22,00 Victims of Crime 365.00 Judicial Court Training 10.00 ; Road and Bridge Fines 1,364.00 Y Law Library Fees 1,368.75 Other TOTAL FEES $27,868.00 B. H. DEWEY, JR., JUSTICE OF PEACE, PRECINCT 4, PLACE 1 Fines i , r Small Claims 98.00 Civil Claims 182.00 Sheriff's Fees Constable Fees 740.00 Deferred Adjudication Copies and Abstracts of Judgement 5.00 f Other _ Interest 6.59 TOTAL FEES1,031.59 ' i • -tu1i'^~T-pF+~a ~fL1~,.^'.r 7.`"-.JS'~ , i711a.. ;iCtJe.~b/.~. f•Mr...biahfeG+}.-j - . 7, - N r. • t' ' h ~ I CAROLYN HENSARLING, JUSTICE OF PEACE, PRECINCT 4, PLACE 2 Fines $23,807.90 Small/Civil Claims 6 u Sheriff's Fees 138.00 Constable Fees 6.00 TABC Arrest Fees 126.00 DPS Arrest Fees 1,227.00 Parks and Wildlife Arrest Fees 18.00 Deferred Adjudication 98.00 Copies and Abstract of Judgement ~f Jury Fees f I Criminal Justice Planning 2,360.00 Law Enforcement Fees 472.00 Crime Victims 1,416.00 Judicial Court Training 472.00 = Other Interest 143.30 TOTAL FEES S IQ 284.20 4 , MICHAEL B. CALLIHAM, JUSTICE OF PEACE„ PRECINCT 7, PLACE 1 (January Report) Fines $ 1,361.00 Small Claims Civil Claims 92.00 i Sheriff's Fees - - Constable Fees 259.00 TABC Arrest Fees 3 BPS Arrest Fees Parks and Wildlife Arrest Fees TAMU Arrest Fees 105.00 Deferred Adjudication 2.00 Copies and Abstract of Judgement Jury Fees Criminal Justice Planning 175.00 Law Enforcement Fees 35.00 Crime Victims 105.00 Judicial Court Training 35.00 Other Interest 18.06 TOTAL FEES $2,187.06 VOL PAGE HUGH LINDSAY, JUSTICE OF PEACE, PRECINCT 1, PLACE I Fines $2,214.00 Small Claims 42.00 Civil Claims Sheriff's Fees Constable Fees 100.00 TABC Arrest Fees DPS Arrest Fees 15.00 Parks and Wildlife Arrest Fees TAMU Arrest Fees 183.00 Deferred Adjudication Copies and Abstract of Judgement 1.00 Jury Fees Criminal Justice Planning 330.00 Law Enforcement Fees 66.00 Crime Victims 192.00 Judicial Court Training 65.00 Other Interest 18.48 TOTAL FEES $3,226.48 MARY HORN, JUSTICE OF PEACE, PRECINCT 2 (January Report) Fines $9,201.50 Small Claims Civil Claims Sheriff's Fees Constable Fees TABC Arrest Fees DPS Arrest Fees 564.00 Parks and Wildlife Arrest Fees Deferred Adjudication Copies and Abstract of Judgement Jury Fees Criminal Justice Planning 940.00 Law Enforcement Fees 188.00 Crime Victims 564.00 Judicial Court Training 18a_oo Other TOTAL FEES ~g7.74 S 4 VOL PAGE .j ~I 1 M .j I a a•~ I i I .4 i ;.1: :...~-ate.,--?..~:` - - - _ •.,-•kL~'^'~'~aa ~LE•~g,:.::Y.7s-:~,~•:. u~ .r~~~ ~ t' J TOMMY LYONS, JUSTICE OF PEACE, PRECINCT 1 Fines $565.00 Small/Civil Claims Sheriff's Fees Constable Fees TABC Arrest Fees DPS Arrest Fees 36.00 Parks and Wildlife Arrest Fees Deferred Adjudication Copies and Abstract of Judgement Jury Fees Criminal Justice Planning 60.00 Law Enforcement Fees 12.00 Crime Victims 36.00 Judicial Court Training 12.00 Other Interest 6.36 TOTAL FEES $727.36 RAY TRUELOVE, JUSTICE OF PEACE, PRECINCT 3 t Fines $ 30.00 Small Claims Civil Claims Sheriff's Fees Constable Fees 3.00 I TABC Arrest Fees DPS Arrest Fees Parks and Wildlife Arrest Fees Deferred Adjudication Copies and Abstract of Judgement 11.00 Jury Fees Criminal Justice Planning 5.00 Law Enforcement Fees 1.00 Crime Victims 3.00 Judicial Court Training 1_nn ` Other_ Tnterest - S9 TOTAL FEES $ 54.59 Y > V ®z PAGE 1 77- I b ANTONE DOBROVOLNY,JUSTICE OF PEACE, PRECINCT 5 Fines Small/Civil Claims Sheriff°s Fees Constable Fees TABC Arrest Fees DPS Arrest Fees Parks and Wildlife Arrest Fees Deferred Adjudication Copies and Abstract of Judgement Jury Fees Criminal Justice Planning Law Enforcement Fees Crime Victims Judicial Court Training Other TOTAL FEES RAYMOND DAY, CONSTABLE, PRECINCT 1 Fees I JOHNNY BURKHALTER, CONSTABLE, PRECINCT 2 Fees MERL SMITH, CONSTABLE, PRECINCT 3 Fees i LOUIS GARCIA, CONSTABLE, PRECINCT 4 Fees r SAM FACHORN, CONSTABLE, PRECINCT 5 Fees WINFRED PITTMAN, CONSTABLE, PRECINCT 7 , Fees $535.00 ' 7 i I L ~1{ M j 1 3 r d• ,;%y BRAZOS CENTER (January Report) Fees $9,908.47 RONNIE MILLER, SHERIFF L I Fees E. A. WENTRCEK, JUVENILE PROBATION Fees DAN BETO, ADULT PROBATION (January Report) Fees $24,319.81 JIM KUBOVIAK, COUNTY ATTORNEY Check Collection Fees Check Subscription Fees Investigator Fees TOTAL FEES GERALD L. WINN, TAX ASSESSOR /COLLECTOR (January Report) Ad Valorem $1., 1q4, qSq _ on Fees 14,644-42 TOTAL FEES $3,429,603.42 BILL TURNER, DISTRICT ATTORNEY Fees for Dept. Human Resources Cases i 1 I JI i , i i ' -ti` _ o:.CSwi~c~xLsar.a" ..~'~~:_-~=~A. n:!•_6..~.i"~y.w'-^r, - _ _ . 277.50 O SPECIFICATIONS REGULATING THE FILING FOR RECORD OF SUBDIVISION PLATS AND ESTABLISHING CONSTRUCTION STANDARDS AND OTHER REQUIREMENTS PERTINENT THERETO FOR ALL SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS, COUNTY,TEXAS. t THE STATE OF TEXAS IN THE COMMISSIONER' COURT COUNTY OF BRAZOS I OF BRAZOS COUNTY, TEXAS f It is Ordered by the Commissioners' Court of Brazos County, Texas, on this the 11th day of March, 1985, that the requirements and policies for the subdivision of certain property and construction of roads and streets in such subdivisions is Brazos County, Texas, under the provisions of Article 6626a, Vernon's Texas Civil Statutes, be the following: I. DEFINITIONS As used in these regulations, the following words shall have the meanings set forth below: 1. "OWNER" - the person, firm, corporation or other legal entity, or combination thereof, owning legal fee simple title to the tract of land sought to be subdivided pursuant to these regulations. Also 'r referred to as a "SUBDIVIDER." 2. "MORTGAGEE" - the person, firm, corporation, or other legal entity, holding any mortgage, deed of trust lien, or other encumbrance, covering the tract ofland sought to be subdivided pursuant to these regulations, or any portion of such tract. 3. "SUBDIVISION" - any division of a tract of land into two (2) or more lots, tracts, or parcels for the purpose of transfer of ownership or building development; or if a new street is involved, any division of a parcel of land; provided that a division into lots or parcels of twenty (20) acre tracts or more and not involving a new street shall not be deemed a subdivision. The term includes a re-subdivision of any tract in an existing subdivision, and when appropriate to the context, shall relate to the process of subdividing or to the land subdivided. 4. "COUNTY COMMISSIONER" - the duly elected and serving Commissioner of Brazos County in whose Commissioner Precinct the -proposed subdivision is located. 5. "COMMISSIONERS' COURT" - the duly elected and serving County Judge of Brazos County and the four (4) County Commissioners. 6. "ENGINEER" - a registered Professional Engineer, licen$ed by the State of Texas in accordance with existing laws. 3 ---y._' 777- v':.Yi++_'r :.~r.'~~"~Skiu=~~-1~.~~-'~,c~.~~..:..~~.:`~.Y;.'+.L• R'.fd•: .~-:.c~...~'~,,: ~.,_.r.~ ~..,.~t~ :t:.~' 1 ' I I I' I I t f rr` t• i, 7. "SURVEYOR" a Registered Public Surveyor, licensed-by the State of Texas in accordance with existing law. 8. "EXTRATERRITORIAL JURISDICTION" - that area contiguous to the corporate limits of any city within the distance authorized by Article 970x, Revised Civil Statutes of Texas, over which such city has exercised jurisdiction in accordance with existing law. II. GENERAL REQUIREMENTS A. The owner or owners of any tract of land situated outside the boundaries of any incorporated town or city in Brazos County, Texas, who, subsequent to March 11th, 1985, has divided or will divide the same in two (2) or more parts for the purpose of laying out any subdivision of any such tract of land, oc for laying out suburban lots or building lots, streets, parks or other portion intended for public use, for the use of purchasers or owners of lots of any such tract of land, must comply with the rules and regulations adopted herein. B. In the event that any portion of these specifications should be held unconstitutional, or invalid, other parts hereof shall not be affected thereby and they shall be held in effect unless and until a~ otherwise changed by the Commissioners' Court of Brazos County, Texas, and so recorded in its Minutes. C. Owners of properties in Brazos County subdividing or resubdividing t the same shall familiarize themselves with the rules for y ' sanitation and avoidance of water, air, or other types of polution A i as established by Federal'or State statute or regulation or by the Board of Health of the Brazos County Health Unit. Special j attention is callled to regulations adopted by the Commissioners' Court of Brazos County, Texas relating to private sewage ' facilities. ' III. ~ r, i 9 PLATS, PROCEDURE AND REQUIREMENTS The provisions of Article 6702-1, Section 2.401, Vernon's Revised Civil i Statutes of Texas, shall apply, with respect to obtaining approval from the ; 4 Commissioners' Court before filing the Plat with the County Clerk and before z r• conveyances by deed or contract of sale may be made. A. The following procedures are outlined for the benefit of subdividers in obtaining final approval from the Commissioners' Court for the filing of a plat with the County Clerk. 1. (FIRST PHASE) Owners of Property contemplating the conversion of raw or other types of lands into subdivision as defined herein, shall develop a preliminary plan in sketch ; form which shall include proposed lots, streets, drainage, .J 1 • `1a 4 J ' ~ `a4. i•..aYc~-. ..'~.~~.~.~'•YiTQi~.~T - _ al'a:~ i~,l:. ~!Y++_.,. F_ U , _ . - ~ _ _ _ f ff d and sewage requirements. In addition, a clear delineation of any property lying below the 100 year flood plain elevation 1 shall be shown; and submit same to the County Commissioners' Court, Courthouse, Bryan, Texas. The Commissioners' Court and County Engineer will review the preliminary plan and, if appropriate, will inform and discuss with the subdivider the results of the review. a 2. (SECOND PHASE) Following the procedure outlined in Phase I, above, if the subdivider decides to continue with his ' project, he should prepare a Preliminary Plat for submission with an application for conditional approval. If the review of this Preliminary Plat by, the Commissioners' Court and County Engineer is found to be in conformance with the requirements set forth herein, it will grant conditional approval, subject to conditions specified in the official minutes of the Commissioners' Court. In addition, a letter of acknowledgment from the Brazos County Health unit will be required at this time. 3. (THIRD PHASE) - (FOR FINAL PLAT) After approval of the preliminary plat the owner may stake out the tract on the p ground in accordance with the conditional approval given to the Preliminary Plat, and may post a bond to guarantee completion of improvements stipulated and submit same with a f Final Plat for approval by the Commissioners' Court. The Court then reviews the Proposed Final Plat, other material or documents, and grants its approval of the Final Plat, or informs the subdivider of the additional requirements before final approval for recording. After final approval of the 1 plat and bond the subdivider may record the approved Final Plat and other documents with the County Clerk and can proceed with his development plans and programs, and thereafter, his sale of tracts within the subdivision. If i the Owner elects not to file a Construction Bond, he shall complete all streets and other improvements and obtain acceptance thereof as provided hereinafter prior to approval of the Final Plat by the Commissioners' Court and filing with j the County Clerk. B. The final Plat to be recorded with the County Clerk must conform to the following: 1. The Final Plat of the property being subdivided and to be recorded shall be on a scale sufficient to show all boundaries and dimensions and certified to as to accuracy by the Engineer or Surveyor preparing the same from an actual survey on the ground. It also must show in reasonable detail the location and width of existing and dedicated streets, lots, and utility and drainage easements, and similar facts regarding all property immediately adjacent thereto. 2. Surveyors and Engineers 'shall acquaint themselves with the procedure used by the Office o~ the County Clerk in the rte, 77 ~ 6., IG J S I i i'•eir ' ""x.._.,.+1-~'i_:rt ..:-91°ri.~'- - - - ~ ;,CS~a~i ,~1'L''ri.il~]'="~'~w:o-:W'•~z`3$x... ''~:x.a"`~':i 0 r ' ~ l recording of plats and the reporduction process used to insert the recorded plat in the Deed Records. Submitted plats shall be prepared in such a manner that all informaiton thereon will be legible after the reduction and recording process, ' 3. An original sepia (24" x 36") and two (2) copies of the Final Plat shall be filed with the County Clerk and County Engineer's Office. " C. The Final Plat shall also contain the following: 1. A location map showing the location of the subdivision in Brazos County. 2. A clear delineation of any property lying below the 100 year flood plain elevation, as established by the Corp of Engineers, or a note to the effect that "Information regarding areas of this property subject to flooding (100 year flood plain) has not been developed by the U.S. Corps of Engineers. Buyers of property are cautioned to make personal inquiry as to local flood hazards." 3. A clear delineation of any area within the subidivision known to owner or Surveyor/Engineer to be subject to frequent flooding. 4. An outlined note to the effect that "No private sewage facility may be installed on any lot in this subdivision without the prior issuance of a license by the Brazos County Health Unit under the provisions of the Private Sewage Facility Regulations adopted by the Commissioners' Court of Brazos County, pursuant to the provisions of Section 21.084 of the Texas Water Code." A letter of acknowledgment from the Brazos County Health unit shall be required. 5. A Certificate of Ownership and Dedication as follows: "I (or we) owner(s) of the land shown on this plat and designated herein as , a subdivision in Brazos County, Texas, hereby dedicated to the use of the public forever all rights-of-way, easements, and other public places shown herein. Signature(s) (Add appropriate acknowledgment(s) - See Appendix A). 6. A Certificate of Hortgagee, if any, as follows: g - V1.11 ~S ASS` ~'``•-'~'i. ~L.i.:c':~` ~ai`i._ ~:>tiC!-..L.ie1..~.- ^w.~w-~:E r•.a...^7~'~ ~.*..b:_.x.s±n..•.r..-R~.r, _'1'..7._',-. ~-ro... : ~ x. .7.`_.r e L 1/, fl r r<- "The undersigned, holder of a deed of trust lien or other encumberance against the property subdivided herein hereby joins in the dedication of all streets, alleys, parks, and utility easements to the public as set forth in the Owner's Certificate hereon." Dated this day of , 19_ Mortgagee (Add appropriate acknowledgment(s) - See Appendix A) 7, A Certificate of Surveyor and/or Engineer as follows: Registered Public f Surveyor or Engineer, in the State of Texas, hereby certify that this plat is true and correct, was prepared from an actual survey of the property made on the ground under my supervision, and that proper engineering consideration has s been given to the improvements described herein. t • Signature Typed name of Surveyor or Engineer y 8. A Certificate of Approval as follows: "This subdivision plat was duly approved by the Commissioners' Court of Brazos County, Texas, as the Final Plat of such subdivision on the day of , 19 . Signed this the day of 19 C t County Judge f Brazos County, Texas t 9. A Certificate of the County Clerk as follows: County Clerk of Brazos County, Texas, do hereby certify that this plat, with its certificates of authentication was filed for record on h the day of , 19and duly recorded in Volume _ page-, Deed Records of Brazos County, Texas. County Clerk Brazos County, Texas 10. The name of the subdivision, number of acres contained therein, the survey in which it is located, and a list of streets by name showing centerline length of street. •-7 M. =-T `v-- -r- t 1 ~ 1 ` ~ ~ C i ~ l~ r 1 tom. Pb•. W~ f i J r i i s I i i r' F F Oti r* r .F c ~f. r r, L ~ E. Fees of the Office of the County Clerk in the amount then in effect shall be paid at the time the final plat is filed. IV. SUBDIVISION REQUIREMENTS A. Subdivisions within the extraterritorial jurisdiction of any city: 1. Any subdivision located within the extraterritorial jurisdiction of any city shall conform to the subdivision and construction requirements of such city then in effect, except that: a. no utilities may be placed in the street rights-of-way, but shall be placed in utility easements provided for that purpose; except that with 100' R.O.W. this provision may be waived by Commissioners' Court. b. the entire width of all street rights-of-way shall be cleared; and c. all requirements of these regulations shall be met to the extent that they exceed the requirements of said City or are not imposed by said City. 1 The Commissioners' Court shall be the final authority of whether or not a particular requirement of these regulations shall be imposed within the extraterritorial jurisdiction, whether or not assurance is received from the applicable city r that the entire subdivision will be annexed prior to the expiration of the two (2) year maintenance period provided i for in Article VIII of these Regulations. The Plat shall I require joint approval of the City and the Commissioners' Court and any bond filed shall be payable jointly to the City } and County Judge as specified herein. ti- r 11. Such other information as necessary to comply with and describe the requirements imposed by these regulations. 12. On plats of subdivisions within the extraterritorial jurisdiction of any city, such other and further information as may be required by such city. D. The Final Plat shall be an original drawing on linen paper, or other paper approved by the Commissioners' Court, with true dimensions to correspond with the engineer's scale as described on said plat. The Plat must be on one or more sheets measuring twenty-four (24) inches wide and thirty-six (36) inches long in size, with a two and one-half (2 1/2) inch binding margin on the left of said sheet, and an appropriate margin on each of the other three (3) sides. Where the area being subdivided will not fit in the aforesaid dimensions, two (2) or more sheets shall be used. If two (2) or more sheets are used, a key map showing the entire area shall be drawn on the first sheet, or on a separate sheet. J 'J . y e s 9 3 a a r J r L t i. I 3 B. C. a 0 c EE t 2. In subdivisions within the extraterritorial jurisdiction of a city, the owner shall notify the Commissioner's Court at the beginning of the City's administrative process of his intention, seek approval of the proposed plats, and deliver a copy of the proposed plat therewith. Thereafter, the Owner shall advise the Commissioners' Court of the status of the project from time to time during the City's administrative process. After final approval and signing of the plat by proper officials of the; City, the plat and Construction Bond, if desired by the Owner, may be submitted to the Commissioners' Court for approval. 3. It shall be the duty of the person filing the Plat to ascertain if the tract or subdivision falls within the extraterritorial jurisdiction of a municipality. Subdivisions outside the extraterritorial jurisdiction of any city where any lot is less than one (1) acre: 1. Any subdivision located outside the estraterritorial jurisdiction of any city which contains any lot less than one (1) acre in size shall conform to the City of Bryan standards for a comparable subdivision if located within the city, except that: a. no utilities may be placed in the street rights-of-way, but shall be placed in utility easements provided for that purpose, except that with 100' ROW this provision may be waived by Commissioners' Court. b. the entire width of all street rights-of-way shall be cleared; and c. all requirements of these regulations shall be met to the extent that they exceed requirements of said City or are not imposed by said City. 2. The Commissioners' Court shall be the final authority of whether or not a particular requirement of these regulations shall be imposed outside the extraterritorial jurisdiction. 3. Subidivsions described in Paragraph IV, B, 1 above shall, in additon to the City of Bryan standards, meet the requirements of Section III; Section IV, C, to the extent that such requirements exceed such City's standards; Section V; Section VI; Section VII; Section VIII; and Section IX. Any subdivision located outside the extraterritorial jurisdiction of any city where all lots exceed one (1) acre in size shall conform to the following requirements: 1. The name of the proposed subdivision must not be the same or deceptively similar in spelling to the name of any other subdivision in Brazos County. Street names shall be used VOL S PAUC 35"Z a ,rt ~ t ~ w st~:,ts.~-~4 - - Y".`.1'3f.miLi: r~et.u.ac.•~.+?f •y."r.•°»•~d t ~ I I i y t 7 ' I t + F. - - - - - - - - / I which avoid duplication or similarity to any existing street in Brazos County or within any city therein. Streets which are a continuation of any existing street shall take the name of the existing street. 2. Lot and block number are to be arranged in a systematic order and shown on the plat in distinct and legible figures. 3. Boundary lines must be 'shown by bearings and distances, calling for the lines of established surveys, landmarks, school districts, and other data furnished, sufficient to locate the property on the ground. All blocks, corners, and angles in streets and alleys shall be marked with a 3/4 inch galvanized pipe two (2) feet long, or with an appropriate concrete or other type marker approved by the Commissioners' Court. 4. Location of lots, steets, parks, easements, and other features must be shown with accurate dimensions in feet and decimals of feet. Length of radii and arcs of all curves, with bearings of all tangents, must be shown, also distances from all angle points and points of curve to lot lines. 5. Arterial, or main lateral streets, or set back lines, are to be provided in locations where the Commissioners' Court, and the County Engineer consider them necessary. ( 6. Designated thuroughfares shall have a minimum right-of-way of one hundred (100) feet. All other streets must provide unhampered circulation through the subdivision and shall have a minimum width of right-of-way of seventy (70) feet, unless otherwise approved by Commissioners' Court. Where a dead-end street is designed to be so permanently, a cul-de-sac shall be provided at the closed end having an outside roadway diameter of one hundred (100) feet. Dead-end streets may be platted where the Commissioners' Court and the County Engineer deem desirable and where the land adjoins property not subdivided, in which case, the streets shall be carried to the boundaries thereof. Where a proposed subdivision abuts an existing county road having less than the minimum required right-of-way, the Owner shall dedicate or cause to be dedicated sufficient additional right-of-way to meet minimum requirements. 7. All streets preferably to intersect at ninety (90) degree angle; where this is not possible, th intersection on the side of the acute angle must be cut back, as specified by the Commissioners' Court and the County Engineer, but in no case shall the cut-back be less than twenty-five (25) feet. 8. In cases where new streets as platted intersect with established streets, the new streets shall be, if practicable, a continuation without offset of any 1'• ._.~..~Lad._C.~BaI:..'~" ,-......~7.. :s "wr..e~r c•.n _ ~^""i.-LO .u: s~••.TJS1-A~~ ...Y _ ..v_. h i t :j V I . 1 . i 1. 1 intersecting street on the opposite side of said established street. 9. No street shall have an abrupt offset, or "jog" in it. 10. Where streets in an adjoining subdivision dead-end at the property line of the new subdivision, the said streets shall be continued through the new subdivision, either on a straight line, or a corve as provided elsewhere herein. Where no adjacent connections are platted, the streets in the new subdivision must in general be the reasonable projections of streets in the adjacent subdivided tracts. All streets in new subdivisions shall be platted so that a continuation of said streets may be made in other subdivisions in the future. 11. Where part of a street has been dedicated in an adjoining subdivision adjacent to and along the common property line of the two (2) subdivisions, enough width of right-of-way must be dedicated in the new subdivision to provide the minimum width specified herein. 12. No squares, "islands," or other obstructions to traffic shall be reserved within the right-of-way; this shall not exclude small parts where the streets are properly curved, or esplanades. 13. Points of access from existing streets and roads to adjacent property where no street exists shall be clearly shown. 14. All streets and roads shall be marked by signs approved by the Commissioners' Court. 15. Restoration of existing streets and roads after construction shall be accomplished by the Owner at no cost to Brazos County, to the satisfaction of the Commissioners' Court and County Engineer. 16. Dedication of utility easements not less than sixteen (16) feet wide must be provided for public on each side of all streets. No structure of any type shall be placed on said easement and unrestricted passage must be maintained at all times. Where conditions make this impractical and easement on only one side of the road may be provided, not less than twenty (20) feet in width. The Owner shall coordinate utility installations with all utility companies prior to submission of the final plat., 17. No utilities may be placed under any street. All utilities shall be within the designated utility easements. 18. All existing utilities, and' pipelines which require relocation of adjustment in order to avoid conflict with proposed streets, utilities, or other improvments shall be relocated, adjusted, or modified at no expense to Brazos County. Owner shall bear-the responsibility for compliance I i,,~ 0 s~ 0 1 7 i~ J •1 ~ I I .A ~ i 1 [ I; , 'I< i r • ! I i •1 ~ f r S ~I f •.i r ...u..1.t~.iSu ''sf I ».nu.cl iY• Y:r.ww vt ~ S:: i~ {~.T+F-.:~":`....;. :.c'a~"~"~.'.nw~"'. with Federal, State, and local regulations and requirements regarding such utilities and pipelines. 19. The plat shall show all natural drains and water courses as they exist on the ground. The plat shall also show the contour lines connecting points of equal elevation at specified two (2) foot intervals, unless otherwise specified by Commissioners' Court and/or County Engineer. 20. Layouts that will cause unsatisfactory drainage conditions, or that will unduly complicate maintenance of streets, will not be accepted. 21. Drainage courses in subdivisions containing small lots and blocks shall be dedicated. In subdivisions entirely containing "acreage tracts" of five (5) or more acres in size, an easement will be accepted. A minimum width of twenty (20)feet will be required. 22. The 100 year flood plain elevation must be clearly delineated on the Plat as shown by the flood prone maps supplied by the U.S. Corps of Engineers. In areas subject to flooding where information has not been developed by the U.S. Corps of Engineers, caution to prospective purchasers to make personal inquiries as to flooding hazards must appear on the Plat as described herein above. No building may be constructed on any lot where the finished slab level will be lower than one (1) foot above the 100 year flood plain elevation established by the U.S. Corps of Engineers. 23. Tracts adjacent to any State and Federal roads will have a fifty (50) foot building set back line. Tracts adjacent to all other roads will have a twenty-five (25) foot building set back line. In Curb and Gutter sections the County will have no maintenance responsibility back of curb. 24. Adequate off-street parking space must be provided in business or commercial areas. 25. Where there is an existing subdivision and two (2) or more lots are to be re-subdivided in same, a vacating plat approved by the County Commissioners' Court and the County Engineer shall be presented to the Commissioners' Court for approval prior to filing with the County Clerk. The same specifications shall apply that govern filing of plats in new subdivisions with the exception that a location map will not be required. The vacating plat shall be a copy of the subdivision plat or part thereof to be vacated, as recorded in the Deed Records of Breazos County. No vacating plat or resubdivision within an existing subdivision shall be submitted without the joiner or separate written consent of all current property owners within the subdivision, except f a r r I 1 I S d/. - - - i where re-subdivision is authorized by existing restrictions affecting the entire subdivision. 26. The Owner shall furnish to the Commissioners' Court, with the final plat, a certificate from an abstract or title company within the County showing all persons who have any interest in the property, whether ownership, lienholder or otherwise. Every person shown to have such an interest shall be required to join in the dedication and filing of the Plat. 27. A certificate from each Tax Collector of a political subdivision in which the property is located must accompany the plat to be recorded, showing that all taxes owing to the State, County,School District, and/or any other political subdivision have been paid in full to date. 28. Where an adequate supply of water is available, the Commissioners' Court may require the installation of fire plugs in locations and numbers deemed necessary or advisable. 29. A certificate of approval for the Commissioners' Court, shall be provided on the plat. A recording Certificate for the County Clerk shall be provided. 30. A certificate of permanent dedication, duly acknowledge, of all streets, parks, playgrounds, utility and drainage easements, and other land intended for public use shall be part of the plat. The dedication must be absolute. V. CONSTRUCTION STANDARDS A. All design and construction of streets, alleys, drainage facilities, and utilities must conform with current standards and specifications and sound engineering principles, for the type subdivision for which contemplated under these regulations. All trees and underbrush shall be removed from entire width of right- of-way. The owner shall be responsible for compliance with all applicable statutes and regulations of the State and United States respecting construction and installation of roads and roadways at their crossing or intersections with utilities, including but not limited to railroads, pipelines, electrical transmission lines, water lines and natural gas lines. The County will not provide maintenance of utility easements. 8. Generally, it is desired that surface drainage from private property be taken to streets, alleys, or drainage courses as quickly as possible and that drainage water from streets and alleys be taken to defined drainage courses as quickly as possible. The practice of using streets and alleys as major drainage-courses will not be accepted. VC 0"L . J ' O'er Qf7 E - I - . 1 1 ,o r I I I I ; d r U 1 4 I I I i~ I tft ~ ' ' rr s .I The developer will seed or sod all bar ditches to establish a permanent vegetation. Maintenance of drainage easements will be provided by the County where necessary. C. Minimum grades of streets and alleys normally shall be three- tenths of one percent (0.30X) and shall not be so steep that destructive velocities may occur, unless provision is made to prevent erosion of earthen ditches, or damage to pavements. a Profiles of streets shall be furnished, showing existing centerline elevations, both right-of-way line elevations and proposed centerline grade. At creek or other drainage crossings where consideration must be given to the proper handling of stormwater, a profile of the flow line of such creek or other drain extending sufficient distance both upstream and downstream to determine proper street grade and size of drainage structure at such crossing will be required. These must be shown on plat with elevations in reference to roadway street, or alley. D. Drainage structures of permanent type shall be provided at crossings of drainage courses with streets where prescribed by the County Commissioners' Court or the County Engineer in order that a minimum of inconvenience and hazard to the traveling public will occur, and in order to minimize damage to, and excessive maintenance of public property. Such drainage structures shall have a minimum of twenty-eight (28) feet clear roadway and shall be of sufficient size to insure the capacity to carry anticipated drainage waters. r E. Open channels and ditches shall be constructed to proper cross- section, grade and alignment so as to function properly, and without permitting destructive velocities. E. Where a street section (without curbs) is constructed, the flexible base shall have a minimum thickness of six inches (6") i, after compaction, and a minimum of twenty-eight (28) feet wide from shoulder line to shoulder line and feather edges as shown on v Brazos County Road Section (Appendix B). The wearing surface shall be a minimum width of twenty-four(24) feet. All road building materials shall be approved by the Commissioner's Court and County Engineer. E Where a street section (without curbs) is constructed, the r subgrade, flexible base, and surface treatment shall be as described below. 1. Subgrade: G, L rZ y r . ~ r ! •..7-'~°.~C..^S,cu z.~`r. s a.-........_...1!_'._-.-....... _ _ _ _ _ _ _ _ .ate-- :~A•~~,...J .s. t~ i I I t a. Description: Subgrade shall consist of existing subgrade material or an approved material, furnished by the contractor, containing sufficient fines (soil binder) to form a firm Subgrade which can be shaped and trimmed to true subgrade level. b. Materials: Existing subgrade material may be used if its moisture content (determined by standard laboratory methods AASHTO Designation 146-49) is below the material's plastic limit. Existing subgrade material at or above its plastic limit must be stabilized according to the direction of the Engineer. Samples of the material proposed for use shall be submitted to the Engineer for testing and for approval of the source prior to the delivery of any such material to the job. If at any time the material delivered show too great a variation from the approved sample, the Engineer may reject the delivery and order the material removed from the work. Lime stabilization of subgrade material will be required on all Arterial streets. Lime stabilization of subgrade material will be required on Collector or Local streets if the plasticity index (PI) of the material exceeds 18, as established by testing according to SDHPT Test Method Tex 106-E. Lime stabilization will be conducted in accordance with City of College Station, Standard Specifications for Street Construction, latest edition, Specification No. 204. Cement stabilization of subgrade material will be required on any street if the plasticity index (PI) of the material is less than 4, as established by testing according to SDHPT Test Method Tex 106-E. Cement stabilized will be conducted in accordance with City of College Station, Standard Specifications for Street Constructin, latest edition, Specification No. 203. C. Compaction: Subgrade material hauled to job site shall be spread uniformly and compacted to required thickness by means of approved compaction equipment. Existing subgrade material (in place or stabilized) and material hauled to the job site shall be compacted to ninety-five (95) percent of the SDHPT Test Method Tex-113-E Density and within two (2) percent of optimum moisture content. d. Cost of testing and inspection will be paid by the developer. 2. Flexible Base: a. Description: This item shall consist of a foundation course for surface course or for other base courses; shall be composed of crusher-run broken stone; and shall be constructed as herein specified in one or more courses in conformity with the typical sections shown o~ Plans and to the lines and grades as established by the Engineer. VOL. PAGE S~ Z q ...-rte t, O i J ' I i * I I i ~I I i r Djl r r .I FI i ~ ~ I I I b. Materials: The material shall be obtained from approved ' sources shall be crushed and shall consist of durable I particles of stone mixed with approved binding materials. ` Testing of flexible base materials shall be in accordance with the following State Department of Highways and Public Transportation standard laboratory test procedures: a 1) Preparation for Soil Constants ' and Sieve Analysis .............Tex-101-E 2) Liquid Limit Tex-104-E i 3) Plastic Limit Tex-105-E 4) Plasticity Index Tex-106-E 5) Sieve Analysis ....Tex-110-E : 6) Wet Ball Mill Tex-116-E 4 7) Triaxial Test Tex-117-E r I Unless otherwise specified on the plans, job-control samples for testing the materials for Soil Constants, Gradation and Wet Ball Mill shall be taken prior to the compaction ! operations. t ' Unless otherwise specified on the plans, all base material will be stockpiled after crushing; tested by the testing agency designated by the County Engineer; and approved by the County Engineer prior to being hauled to the project site. l l The material shall be well graded and when properly tested, shall meet the following requirements: Retained on Sq. Sieve: 1-3/4.......................... 0 7/8............................. 10-35 3/8.. .................................30-50 No. 4 45-65 ! No. 40 ...............................70-85 Maximum Liquid Limit 35 i Maximum Plasticity Index 10 Max. Wet Ball Mill 50 Minimum compressive strength when subjected to the triaxial test: 35 psi at 0 psi lateral pressure and 175 psi at 15 psi lateral pressure, unless otherwise designated on the plans. The maximum increase in material passing the number 40 sieve resulting from the Wet Ball Mill Test shall not exceed 20, unless otherwise shown on plans. c. Material Sources: The material shall be secured from sources approved by the Engineer. The pits as utilized shall be opened up in such manner as to immediately expose the vertical faces of all of the various strata of acceptable material, and unless otherwise directed, the material shall be secured in successive vertical cuts extending through all of the exposed strata. VOIL r ...~$:.~vl..f_.sr._. >,a 't+w...aw T:t: =a-~•-:~C_'w:.-)~/~~yr:~,:•~.' i',':ci,. _R k:.,.._ . _ ' i , ......_~..4.......~~.._.'J..~._.__~ r IA 1 J d. Construction Methods: 1. Preparation of Subgrade: The roadbed shall be 1~ - excavated and shaped in conformity with the typical sections shown on Plans and to the lines and grades as f established by the Engineer. All unstable or otherwise ; objectionable materials shall be removed from the subgrade and replaced with approved material. All b holes, ruts and depressions shall be filled with 7 approved material, and if required, the subgrade shall be thoroughly wetted with water and reshaped and rolled ' to the extent directed in order to place the subgrade in an acceptable condition to receive the base material. ' The surface of the subgrade shall be finished to line and grade as established and in conformity with the typical section shown on Plans, and any deviation in r excess of 0.04 feet in cross-section and in a length of sixteen (16) feet measured longitudinally shall be corrected by loosening,' adding or removing material, reshaping and compacting by sprinkling and rolling. Sufficient subgrade shall be prepared in advance to insure satisfactory prosecution of the work. Material , excavated in the preparation of the subgrade shall be utilized in the construction of adjacent shoulders and slopes or otherwise disposed of as directed, and any additional material required for the completion of the shoulders and slopes shall be secured from sources indicated on Plans or designated by the Engineer. Lime stabilization of subgrade material will be required on all Arterial streets. Lime stabilization of subgrade materil will be required on all Collector and Local streets if the plasticity index (PI) of the material exceeds 18, as established by testing accoording to SDHPT Test Method Tex-106-E. Lime stabilization will be conducted in accordance with City of College Station, Standard Specifications of Street Construction, latest edition, Specification No. 204. Cement stabilization of subgrade material will be required on any street if the plasticity index (PI) is less than 4, as. established by testing according to SDHPT Test Method Tex 106-E. Cement stabilization will be conducted in accordance with City of College Station, Standard Specifications of Street Construction, latest edition, Specification No. 203. I 2. First Course: Immediately before placing the base material, the subgrade shall be checked as to conformity with grade and section. The material shall be delivered in approved vehicles of a uniform capacity, and it shall ,be the charge of the Contractor that the required amount of specified material shall be delivered in each one hundred (100) ]VOL FAGS ? L ~I foot station. Material deposited upon the subgrade shall be spread and shaped the same day. In the event inclement weather or other unforseen circumstances r render impractical the spreading of the material during the first twenty-four (24) hour period, the material shall be scarified and spread as directed by the Engineer. The material shall be sprinkled, if directed, and shall then be bladed, dragged, and shaped to conform to typical sections as shown on Plans. All areas and "nests" of segregated coarse or fine material shall be corrected or removed and replaced with well graded ti material, as directed by the Engineer. If additional binder is considered desirable, or necessary after the r; material is spread and shaped, it shall be furnished and applied in the amount directed by the Engineer. Such binder material shall be carefully and evenly incorporated with the material in place by scarifying, harrowing, brooming, or by other approved methods. The ~f course shall then be sprinkled as required and rolled as directed until a uniform compaction is secured. Throughout this entire operation, the shape of the course shall be maintained by blading and the surface upon completion shall be smooth and in conformity with the typical sections shown on Plans and to the established lines and grades. In that area on which pavement is to be placed, any deviation in excess of ' 0.04 feet in cross-section and in a length of sixteen ` (16) feet measured longitudinally shall be corrected by loosening, adding or removing material, reshaping and i recompacting by sprinkling and rolling. All f' irregularities, depressions or weak spots which develop } shall be corrected immediately by scarifying the areas affected, adding suitable material as required, reshaping and recompacting by sprinkling and rolling. The utilization of traffic to compact and bind the base course or courses is an essential part of the contract and is of prime importance to the satisfactory completion of the work. As directed by the Engineer, t " I each course shall be opened to traffic, and the I Contractor shall direct and distribute the traffic ' uniformly over the entire width of the course. During the period traffic is being directed overthe course, the surface shall be satisfactorily maintained by the use of a sufficient number of approved blades, drags, and such other equipment as is required, and these operations s shall continue until the base course is sufficiently compacted to ninety-five (95) percent of the SDHPT Test Method Tex-113-E Density within plus or minus two (2) ' percent of optimum moisture content. t 3. Succeeding Courses: Construction methods shall be the same as prescribed for the first course. r • f t i 4 ` ' ' ' r, I y is T ~ , ~ } ~ `~L, •r':T`,-'q}.9• - - - - - c~..YJ..t..~t.Y r.'Tw~c•u.c~-.. •~,-0....~T.tw~.~n:t:++~1_~~9,Ww~•+_c mil' '.-Si'-rs:... ...~1:1U ' , I ytl F ,.i 1 4 I i 4. * 1 4 5 ! P ' i e. Measurement: Crushed stone will be measured by the square yard, complete in place, by the cubic yard, loose vehicle measurement, or by the cubic yard, complete in place as indicated in the proposal. f. Payment: This item will be paid for at the contract unit price bid for"Flexible Base" which price shallbe full compensation for all work herein specified, including the furnishing, hauling, and placing of all materials, for all water required, and for all equipment, tools, labor, and incidentals necessary to complete the work. h The cost of testing and inspection will be paid by the i developer. 3. TWO COURSE TREATMENT i ' a. DESCRIPTION - This section shall consist of a wearing surface composed of two applications of asphaltic material, each covered with aggregate and constructed on the prepared base course or surface in accordance with these Specifications. Two course surface treatment shall not be applied when the air temperature is below 50 o F. and falling and it may be applied when the air temperature is above 40 o F. and rising, the temperature being taken in the open shade and away from artificial heat. Asphaltic material shall not be placed when in the opinion of the Engineer, general weather conditions are not suitable. b. MATERIALS 1. Asphaltic Materials : The asphaltic materials used shall be one or more of the materials prescribed in City of College Station, Standard Specifications for Street Construction, latest edition, Specification No. 601, "Asphalts, Oil and Emulsions Requirements," as shown on the Plans and/or as otherwise specified. 2. Aggregate: The aggregate used shall consist of clean, tough, durable fragments of crushed limestone or gravel of uniform quality throughout, free from dirt, organic or other injurious matter occurring either freely in material or as a coating on aggregate. Percent of wear, when tested by AASHTO Designation T-96- 70, shall not exceed thrity-five (35). Gradation shall be as specified below: Sieve Size Percent Retained 3/4 - inch sieve 0 5/8 - inch sieve 0-2 1/2 - inch sieve 20-35 w 3/8 - inch sieve 85-100 II it PL:_b., I , i rJ "a 4. Applying Asphalt: Apply on clean surface with approved type of self-propelled pressure distributor, operated as to distribute material in quantity specified, evenly and smoothly, under pressure for proper distribution. Provide all necessary facilities for determining temperature of asphalt and for securing uniformity at junction of two distributor loads. Apply full width of surface in one application. 5. Aggregate Application Rate: Not less than one cubic yard of aggregate per one hundred square yards of surface. Not more than one cubic yard of aggregate per eighty square yards of surface. ,.a 4 6 ~a 6. Applying Aggregate: Cover asphalt with aggregate in amount specified and blade with wire dragbroom maintainer or other approved leveling device. After applying aggregate, broom and roll entire surface with self-propelled, three-wheeled roller, weighing between three and eight tons. Pneumatic roller may be used if size and type meet approval of Engineer. Repeat brooming and rolling on two successive working days after application of aggregate for each application. ^J 6. y ~..o,'t r~ 1 y L., .t 3 1/4 - inch sieve 95-100 No. 10 sieve 98-100 c. CONSTRUCTION METHODS (First and Second Course) 1. Base Preparation: Apply asphalt only when temperature is above 55 o F. and is rising. Take temperature in shade and away from artificial heat. Place no asphalt when general weather conditions, in opinion of Engineer, are not suitable. Clean base surface of dirt, dust, or other deleterious matter by sweeping with rotary broom or other acceptable means. If necessary, sprinkle lightly with water just prior to application of asphalt. 2. Heating Asphalt: Keep clean and in good operating condition at all times all storage tanks, piping, retorts, booster tank, and distributors used in storing or handling asphalt. Operate all equipment in such manner as to prevent, contamination of asphalt with foreign material. Do not heat asphalt above 400 o F. at any time, and apply at temperature of not less than 275 o F. and not more than 375 o F. All asphalt material heated above 400 o F will be rejected. 3. Asphalt Application Rate: Apply to clean base at rate of approximately 0.33 gallon of asphalt per square yard. Minimum application rate of 0.25 gallon per square yard and maximum of 0.40 gallon per square yard. ~..4 tr -•'7fY'j.,+i1~]LU~ ' -✓J'.a.~wtialr:-•'~' _ - - ' ' i ~ l t :'rr.rsre `k.v:. ,.,-e+.~.-Z57ti :~b:~. •'r".~..~~Tn..r..~''r ~ r- vl.. 3'_ + i + 1:• i i + + I i i 's • 1 1.11 • 1 1 r~ , r- l i d. MEASUREMENT: Asphaltic materials will be measured gallons at the applied temperature at the point application on the road. in of Aggregate will be measured by the cubic yard in vehicles as applied on the road. e. PAYMENT: The work performed and materials furnished as prescribed by this section and measured as above provided will be paid for at the Unit Price bid for "Two-Course Surface Treatment," which prices shall each be full compensation for cleaning and sprinkling the base, for furnishing, preparing, hauling, rolling and placing all materials, and for all manipulations, labor, tools, equipment, and incidentals, necessary to complete the work. The cost for testing and inspectin will be paidby the developer. VI. BONDING REQUIREMENTS FOR FILING OF PLAT PRIOR TO CONSTRUCTION A. In order to insure that the streets and other improvements in approved subdivisions are constructed in accordance with the above specifications, any Owner desiring to file the approved Final Plat prior to completion and acceptance of such streets and other improvements may post a form of security, as hereinafter described, an amount to be fixed and determined as follows: 1. Where no drainage structures or other aditional construction costs are involved. a. For paved streets with curb - $50.00 per linear foot b. For paved street - $30.00 per linear foot 2. Where drainage structures or other additional construction costs are involved, add estimated cost of additional work to amount of Bond fixed above. The above distances determining the linear feet involved are to be measured along the center line of said street or alley between the intersections of said center lines. B. If the subdivider decides or elects to file security in lieu of completing construction prior to Final Plat approval, he may utilize one of the following methods of posting security. If the subdivider elects to file security, the plat shall not be approved unless the subdivider has done one of the following: c f 1. Construction Bond: a. Filed with the Commissioners' Court a bond executed by a surety company holding a license to do business in the State of Texas, payable to the County Judge of Brazos County, Texas, and his successors in office, approved by the Commissioners' Court, in the amount required by this VOL .S P'AGE_,? -7 o U - , 1 `7. .~L.f'_..,_.i~ _ - •a.n_~'Y`aL~-rNaa •••~C~M~ok~S~l-~ dk.f.+C+a~ ~...r..----~.._.-.--_ -•--v IN j i I • p s E 1) 1 ordinance and the time of completion of the improvements as estimated by the Commissioners' Court. I b. The (condition of said Construction Bond shall be that the Owner of said approved and accepted subdivision shall begin construction of such streets as are shown on the subdivision plat within a period of ninety (90) days from the date of the approval of the plat of said subdivision by the Commissioners' Court of Brazos County, Texas, and prosecute and complete such construction in accordance with the specifications herein provided within a reasonable number of working days to be determined and agreed upon by the Owner and the Commissioners' Court, and said Construction Bond shall remain in full force and effect until all streets and other improvements are "accepted" by Brazos County, as provided herein. co In the event any or all of the streets as constructed by the Owner fail to meet the requirements of the specifications herein provided and are not accepted and approved by the Commissioners' Court and the Commissioner concerned, and said Owner fails or refuses to correct the defects called to his attention in writing by said Commissioners" Court, the unfinished improvements shall be completed at the cost and expense of obligees as in said orders provided. 2. Trust Agreement: Has placed on deposit in a bank or trust company in the name of Brazos County, and approved by the ,Commissioners' Court, in a trust account, a sum of money equal to the estimated cost of all improvements required by these regulations, the cost and the time of completion as estimated by the Commissioners' Court; selection of the Trustee shall be subject to approval by the Commissioners' Court and the Trust Agreement shall be executed on the form approved by the Commissioners' Court. Periodic withdrawals may be made from the trust account for a progress payment of installation costs. The amount of withdrawals shall be based upon progress work estimates approved by the Commissioners' Court. All such withdrawals shall be approved by the Trustee. 3. Unconditional Guarantee From Local Bank or Local Savings and Loan Association or Other Financial Institution as approved by the Commissioners' Court: Has filed with the ; Commissioners' Court a letter, in form approved by the Commissioners' Court, signed by a principal officer of a local bank or local savings and loan association or other financial institution, acceptable to the Commissioners' Court, agreeing to pay to the County of Brazos, on demand, a stipulated sum of money to apply to the estimated cost of installation of all improvements for which the subdivider is responsible under this ordinance. The guaranteed payment sum shall be the estimated cost of all improvements required by these regulations, approved by the Commissioenrs' Court. The i , ~ I V4~ ~r .t r I letter shall state the name of the subdivision and shall list the improvements which the subdivider is required to provide. 4. If one of the three (3) types of security is filed by the subdivider under Section VI, the Commissioners' Court and County Engineer may inspect such improvements upon completion of construction. If he rejects such construction, the County Attorney shall, on direction of the Commissioners' Court, proceed to enforce the guarantees provided in these regulations. 5. When good cause exists, the Commissioners' Court may extend the period of time for completion under Paragraph B of this section. Such extension of time shall be reported to the Commissioners' Court and recorded in the Minutes. No such extension shall be granted unless security as provided in said Paragraph B has been provided by the subdivider covering the extended period of, time. 6. Neither the subdivider, the contractor nor subcontractor shall make a connection to or tap into the County and/or City water distribution system, electric system, or sanitary sewer system. The subdivider shall furnish all necessary materials to make the final tap or connection. VII. o ACCEPTANCE OF STREETS AND OTHER IMPROVEMENTS A. Acceptance of streets and other improvements shall be evidenced by an instrument signed by the County Judge or the Commissioner in whose precinct the subdivision is located. No acceptance shall be issued until receipt of a certificate of an Engineer that all improvements have been completed in accordance with these regulations and good engineering practices. In the case of a subdivision within the extraterritorial jurisdiction of a city, a certificate of the City Engineer may be submitted and acceptance of streets and other improvements may be based thereon. All costs associated with furnishing the necessary certificate hereunder shall be borne by Owner'. B. No acceptance letter' shall be issued until receipt of the Maintenance Bond or cash deposit in lieu of bond, according to the requirements of Section VIII. C. If the Owner has not posted security for construction prior to filing of the Plat pursuant to Section VI above, such acceptance shall clear the plat for final approval by the Commissioners' Court and filing of the Final Plat with the office of the County Clerk. VIII. rt,: MAINTENANCE V1 VOL -PAGE s b- . 1 % . v. f •~LI ~:r ita~7-1..'~- ~i - ~-'i t`_.` Y..:c..'.l.a~-...'~T._•'p+ 4F„ ~ _ - ~.-.~-1-~J.~._~-_~..._--- ' P to-, 1 1 i• I~ A. The Owner shall be responsible for maintenance of all streets, sights-of-way, and other improvements for a period of two (2) years after the date of acceptance, as provided for in Section VII above. B. In order to insure adequate maintenance by the Owner, each owner shall, prior to acceptance by Brazos County of the streets and other improvements, file a Maintenance Bond, executed by some Surety Company authorized to do business in the State of Texas, payable to to the County Judge of Brazos County, Texas, and his successors in office, in an amount determined as follows:' ' 1. Maintenance Bond: a. For paved streets with eurbs - SX of amount of Construction Bond. b. For paved streets - 10% of the amount of the Construction Bond. C. The conditions of said Maintenance Bond shall be that the Owner shall guarantee to maintain to the satisfaction of the Commissioners' Court and the County Engineer, all of the streets shown on the accepted and approved subdivision plat, in a good state of repair for the period of two (2) years from the date of such acceptance thereof by Brazos County. The Maintenance Bond shall cover the period beginning on the date of acceptance of streets and other improvements as provided herein and ending after the expiration of two (2) years after acceptance of the construction of such streets and other improvements by the Commissioners' Court in writing. At the option of Owner, Owner may deposit with Brazos County, Texas, United States Currancy or cashier's check in an amount equal to the amount of the maintenance bond specified above, in lieu of such maintenance bond. Such funds shall be held by Brazos County for the two (2) year period after acceptance. Such funds may be used during such period for the costs of such maintenance as Owner, after written notice, fails or refuses to perform. After the expiration of such two (2) year period, such cash deposit, or the unexpended balance thereof, shall be refunded to Owner. D. Periodical inspections of all of the streets that have been approved and accepted in an approved subdivision will be made by the Commissioners' Court and the County Engineer during the period of liability covered by the Maintenance Bond, and in the event any or all of said streets are not being maintained in a good state of repair, the owner- will be so advised in writing and if after a reasonable time he fails or refuses to properly maintain said streets, they shall.then be maintained at the cost and expense of obligees or the bond or cash. I V( v c q 7 ? _ . 41 ' r ~ vi"""'.. ~c! RS.':.na~7 c"~' n,7 M~ : ~ r ' ~ . . ' ~ 4 r \ \ ~ . K - . a:. 3. . ~-T ~.}t~ i. .io~ r;. ~1ti ~ • . ~ ` ( 0 I t , .t E. After the expiration of two (2) years after acceptance, and if such streets and other improvements are in good repair, Braos County will accept such streets and other improvements for maintenance. t• i + I I I t 7 f e I' • 1 IX. OTHER PROVISIONS A. Guarantee of Workmanship and Materials: The Owner shall require his constructin contractors, with whom he contracts for furnishing materials and for installation of the improvements required under these regulations, and shall himself be required to furnish to the Commissioners' Court a written guarantee that all workmanship and materials shall be free of defects for a period of two (2) years from the date of acceptance by the Commissioners' Court. 8. Effectie Date: These regulations shall be in full force and effect from and after March 11, 1985, and supercede all prior regulations relating to the subject matter hereof. C. Amendments: These regulations are subject to amendment from time to time. All persons are advised to consult the Commissioners' Court to acquaint themselves with any such amendments. VOL. -PAGnE -K-7Z I + ~~-,max--~--a~-~-a ~4.s....•..~..-: ~ _ A - , ~ r~ ♦ ~ 1 I i 5 7• NOTICE OF PROPOSED INSTALLATION IN COUNTY RIGHT-OF-WAY TO THE COMMISSIONERS' COURT OF BRAZOS COUNTY, TEXAS BRAZOS COUNTY COURTHOUSE BRYAN, TEXAS 77803 FROM: RE: Type Installation, Road, Precinct nc. Crossing Parallel Install. X 3130 East 29th St. Suite C-177 Road: Old Reliance Road R "a Texas 77802 Precinct No.: III 1 Formal notice is hereby given that (Applicant) B.W.G., Inc. proposes to place a (type) Pippling Y. pipeline within the right-of-way-of (Road) Old RPltanep goad in Brazos County, Texas as follows: ? The location or description of the proposed installation is more fully shown by thre copies of the drawings attached to this notice. I (Applicant) R„11 r- Tnr_ , understand and agree that: ~ I 1. The County Engineer must be notified prior to the beginning of construction in order that they might be on hand to designate the actual location of the installation. 2. That all damage to the roadways and rights-of-way will be repaired to their original condition to the satisfaction of the.County Engineer. i 3. That BRAZOS COUNTY reserves the right to require Applicant to relocate or lower any such line at no cost to BRAZOS COUNTY, should same s become necessary due to widening or lowering, or other alteration of the roadway or right-of-way. 4. That BRAZOS COUNTY is in no way responsible for any damage that might occur to any existing utility lines in the right-of-way. 1 ' 5. That the line will be constructed and maintained on the county right- of way in accordance with governing laws. 6. That the line or lines will be constructed no less than forty-eight ( inches (48") lower than the lowest part of the drainage or bar ditch and the drainage is to be considered at least two feet (2') below the center of the roadway. 7. That all roads be bored to forty feet (40') on either side of the centerline of the right-of-way or cased for such distance. i 8. That all sites will be barracaded during construction period. Z i i i r , 4 x ) _ f 9. That the normal charge is $500 per crossing and/or $40 per rod when paralleling the roadway established by the Commissioners' Court on January 28, 1985. Construction of this line will begin on or after (date) March 15. 1986 APPROVED BY COMMISSIONERS' COURT (Applicant) B.W.G., INC. (date approved) Fred A. Deitsch Braz County Judg Company Repr sentative Brazos County, Texas Telephone No. 409 776-0121 mI WI ~I x' •r zl Q ZI 0 oZ m sy =z Q y ^a ;z ~O N i C i Q W c- 0 ;lU 0 NC~ rO Z 3 O Ul • 0 g o ~ ~ cl CD m ) v c:1 ZCiD m ZZ ~cn N. Z Xzm r Z r n ;Q m< M ;U -C O 0 m D:~ D a N D t N ~ Z W m O 0 0 0 4+98 .U 70 m: O z '11 m s ro m (n G m m 07 rn m n a r m 0 N n O O m 'O o 202.3 ACRES O p R.H. HARRISON III i VOL.153,PG. 260 PROPERTY LINE 5.56.47 4400 I V1 ' °0 A 3 ;U m, 5.43 TOE OF SLOPE 3+50 ? v A Q = 5 t35 EDGE OF ROAD r v % 3+00 m N D Z N a STEPHEN F. AUSTIN X 2 0 Y Q p ~ T N O i 0 Z x o m J D PROPERTY LINE 5+56.47 - r A r a 5t43TOE OF SLOPE J 5+35EDGE OF ROAD m \ o~ rid B 2+50 N 5+20 n SURVEY, A - 63 _ ti F s•zo 4-0 c m _ JOIN AUSTIN SURVEY m OLD RELIANCE ROAD ' a 2+00 D v ■ o A eZ m n 5+04MEOFSLOPE O G) 5t04EDGEOF ROAD m 1+50 4 E OF SLOPE 8 T TOE OF SLOPE 4+98 c ` = 4 9 O > N aL , - o PROPERTY L I PROPERTY LINE D t oo I 0+00 O+00 D v ■ G 0+~ m Existing Ferguson Crossing PipelinJ p P L I Existing Brazos Gathering Pipeline PL L 0±00 a i Existing Andrus Pipeline P O P L 1 fiF oQ rqo PL L i I ~ I C) w cf 405.0101CRES g~, _ Opp MORRIS F. HAMILTON°JR. 7 o O O wA r- to a 0 `m JOHN BEN CARRABBA I VOL. 597 PG. 375