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Home My WebLink AboutMiscellaneous UNIVERSITY TITLE COMPANY After a complete and thorough examination of the records in the county Clerk's Office of Brazos County, Texas, we have determined and do hereby certify, that the property described in Exhibit "A" attached hereto is owned in fee simple by Norman F. Godwin by virtue of his deed dated August 28, 1981, and recorded in Volume 494, page 562, Deed Records, Brazos County, Texas. The sole lien holder of said property is Norman Arthur stewart, Jr., A. M. stewart, Tom Goodwin stewart, and Bradford M.Stewart, by virtue of Deed of Trust executed by Norman F~ Godwin to A.W. Davis, Trustee, and recorded in Volume 312, page 561, Deed of Trust Records, Brazos County, Texas. UNIVERSITY TITLE COMPANY 505 CHURCH STRE,E:T P. O. DRAWER DT COLL.EGE STATION, TEXAS 77841 PHONE: (713) 846-5766 CELIA STALLINGS, MANAGER EXHIBIT "A" ~RACT O~: . All that certain tractor parcel of land lying and being situated in the John H.. Jones Survey, Abstract No. 26, in BrazoS county, Texas, being a part of that 296 acre tract described in Clarifica- tion Deed recorded in Volume 363, Page 800 of the Deed Records of BraiostCOunty, Texas, and being more particularly described as follows: Beginning at an iron rod set at the intersection of the nortbwest right-of-way line of F.M. 60 and the fence line marking the north- east line of the' said 296 acre tract. THENCE N 450 16' 06" W - 4206.01 feet along said fence line to a dead.post o~ tree at a fence corner; THENCE N 780.01' 49" W - 364.64 feet continuing along said fence line,t~'a 30" post oak at a fence corner; THEr..CE S 460 07"05" W'- 2698.92 feet along a fence line on the northwest line of the said 296 acre tract to an iron rod found at a ~ence cornerJ THENCE S 440 49' 26" E - 2969.47 feet along a fence line on the southwest line of the said 296 acre tract to an iron rod in the northwest line of Old Jones Road, THENCE N 760 141 01" E - 1655.82 feet along a fence line on the northwest line of Old Jones Road to an angle point; THENCEN 800 47' 19" E - 1257.81 feet continuing along said fence line to the northwest right-of-way line of F .M. 60'; THENCEN 450 OS' 05" E - 489.83 feet along the northwest right-of- way line of F.M. 60 to the point of Beginning a~ containing 256.08 acres of land more or less. Page 1 of 2 Pages tI". ~ . . . <It. . :'~ ;~~ :':~~'..~- . . . '. , , ---_.~ '.... ...- . _....~.! .:..--- . .., '.1",/, -----~.-:.~.--:_-_!_- . ~ '.'_:~-~~-~~- I . _ _.. '-" ----~'--:---"-~--.--:.......... -.-.--.--. ._- .--- - . - --'--- --~---'---'-~.:_._~ ,':' - -...--- -- .- 1. _.. . I 1 . , L . \, . -... EXHIBIT "AM TRAC'l' TWO I. ", All tba't certain tract or parcel of land lying and betn" situated in the John H. Jones SUrvey, AbStragt No. 26, 1n Brazos County, Texas, being a part of that 296 acre tract described in Clarification Deed.recorded in Volume 363, pa<Je 800 of the Deed Records of BrazoS · county, Texas, and being more particularly described as follows: Beginning at an iron rod set in the northwest right-of-way line .. of F.M. 60 at the intersection of said right-of-way line and an extension of t~ southwest line of the said 296 acre tract. THENCE N 45015' 25" W - 1520.02 feet along said ,southwest line as fenced to a 36" post oak in the southeast line of Old Jones Road; ~ENCE N 750 21' 3'" E - 1431.85 feet along a fence line on the southeast side of Old Jones Road to an angle point; THENCE N 800 41' 12" ~ - 2~4.14 feet continuing along said fence line on the southeast side of Old Jones Road to an angle point; THENCE N 840 01' 54" E - 603.85 feet continuing along said fence line on the southeast side of Old Jones Road to a fence corner; SUBDIVISION 'CHECK LIST PAVING & DRAINAGE PLANS City of College Station Engineering Department Standard Items: (All Sheets) GENERAL 1. Title Block 2. Scale 3. North Arrow 4.' Seal & Signature 5 . Legend & Special !)rafting Synools Plan: PAVING PLANS A. Adjoining Property Information in Accordance with Recorded Plat 1. Property Lines on All Lots 2 . Easernents 'V IType and Size 3., Block No" 4. Lot.No. 5. Lot Dtmension, (Frontage) B. Flow Arro\vs for Direction of Storm Water Runoff c. Location of Ez:isting improvements 1. Paving 2 . Curb & Gutter 3. Stonn Se\ver 4 . Curb Inlets 5.. IVlanholes 6 " Culverts YES ~, ~ ~ ~ .~'" v' ~ V ~ ~ NO N/A .~ ~ ~ ~ V' ~.. .. D. IDeation of Existing or Proposed Utilities 1. 'Vater 2 " Sanitary Sev;er E. Street Naraes 'VjBeginning" and Ending StatiorlS F ~ Bench Marks 1. Clearly Described & Shol,vn on Plan 2 '* ~finimum of 2 Per Project G. Base Line or Center Line Ties to Exist~lg or Proposed Reference Point~ . 1. t10numents 2. Property (X)rners 3. Show Stationing . . 4. P. C. Stations 5. P. 10 Stations 6. P of T. Stations 7 . P .R.C. Stations 8 . P . C . C t> 0~~ ~'::u-,:itoy 9 ~ IntersectingSt:reet & Equations 10. Angle Between Intersecting Street Centerlines :' 11. Centerline Deflection Angles H: . Curve Data 1. Curve Identtfication Number 2. 'Radius 3. "Tangent Length 4~ Ce~tralAngle 5.. Curve Length I. Base Line or Center Line Ties (StatiOnl..i1g and Offset) to Planned Improvements 1. Curb & Gutter '2" Limits of Project 3. Sto~ S~vers YES v ~ v ~. .- v- . ~. ~ ~ L-/ t/ ~ ~....--...-. -+~- .,~............._~ - ,~ ~,. V' ~.. ~ / ~ ~ ~ ,~ ~ I. (continued) 4. Inlets 5 .. ~Ianholes 6 .. Culverts 7 . Radius Sizes and Location for: a. Curb Returns b . }~1edian Noses c. TuIn Lanes 8.. Street \Vidths and Crown 9. Right-of-Way Widths Profile: 'A. Profile of Existing . Ground 1. Centerline 2. Right Property Line 3. Left Property Line, B. Flo\v Line of Existing or Proposed Utilities with,Description 1. ''later 2. Sanitary Sewer 3. . ~Other c. Storm -Drainage Facilities 1. ~ffinhole Locations with Invert Elevations 2. lpcation of Proposed Stann Se\vers\vi thSize . and Grade D. Street Facilities 1. Top of Curb Profile 2 . Curb Grade a. Start Elevation b, End Elevation c. P. I. Vv / Intersecting Streets d. Grades Shown on 100 it t stations p T.C. Elevs. every 50' or 251 in vert & horiz~ curves. e.. High and Low Point Elevatiors & Stations. YES v NO N/A ~ r----- ~ ~ ~ ~ V" ~ f-.--/ ~, .v. ~ ~ ~". ~,.. ~ ~ .~ .~ V--' IV' ~ DRAINAGE PL%\~ Plan: \. A. Sufficient Infonnation on Easements and Adjoining Property B. Centerline .of Storm · Drain Referenced to Existing Property CoTI1ers on a Frequency Sufficient to Re-Establish Centerline Easily in'the Field c. Easement Width D. Centerline Data 1. Stationing Along Centerline a. Equations to Street Paving Centerline~f Applicable 2. Beginning Station 3. Ending Station- 4. P.C. Stations 5. P.T. Stations 6. P.R.C. Stations 7. p.e.c. Stations 8. centerline Curve Information 9. Centerline Deflection E. Properly. Spaced and Identified B.~,l. 's F. Station and Offsets to 1. llIaPJ101es 2. Inlets 3. Special Structures 4 .. Cul "Terts 5. Other .G. Ties of Open Channel Centerline to Existing Reference Points and Abutting Property H. Proposed Culyerts 1.. Stations and Offset Ties 2 . Ske\v Angle J. Location of all Existing and Proposed Utilities YES NO ~ .,/ N/A ~ ~ ~ .~' ~..~."'. L- .--. ~' ~. ~ ~..?-. ~. ~ ~.,. .- ~ ~ ~' ~ ~_. I~ ~ ~,. ~., YES Profile: A. Natural Ground Profile Over Centerline of Pro];)Osed Storm Drain B. Centerline and Top of Both Banks for Op~n Channels c. For ProposedSto~ ..Drains 1. Size 2. Length 3. Grade 4. Capacity Required 5 . Capacity.. Provided 6.' Hydraul.ic Grade Line D. 1,tanhole1Dcation E ~ Profile Data · of ,All Proposed or Existing Utilities'llhich Parallel or Cross the Proposed Stonn. Drain Facilities F. Open Cnannels 1. Type of Lining 2. Geometric Properties . of ChaJmel. Cross-5ection 3. Natural Ground Elevation on Both Ban.'lffi 4. Channel Gradient 5. \Vater Surface Profile 6. ~iPical Section 7 . Design FIO'wv 8. Depth 'of :flow at Design Discharge 9.. 1 t Freeboard 10. Act~al Capacity of. Line~ Channel 11. .tIethod of Determining Design Discharge 12. Roughness Coefficient of Lining NO ~... .~ N/A t.----- ~ ~.. . ~ ~ ~... ~ ~.~. .~- ~. .. ",.... .. G . Culverts 1. Size of Openings 2. Length 3. Type .of Operation under Design Conditions 4. Flo\v Line Elevations for P..oth Ends of Culvert 5. Tail,vater Elevation 6" HeamvaterElevation 7. Design Frequency 8" . Type of Heachvalls 9. Outfall Velocity DRAINAGE SHEEr . Plan: .A. Drainage 1. Method of Analysis 2 ~ Design Frequency (S) 3. Runoff Coefficient- '(S) 4. Roughness Factor' . (S) B. Listing of Drainage Areas VI/Acreage c. Drainage Map '. 1.. Contours 2. Existing-Facilities 3.' . Proposed Facilities 4. "'Iajor 'Vatershed Area 5. Drainage Areas. 6 tr' Sub-Drainage Areas for ~ilains.., Laterals, Etc. 7 . Sub-Areas to Sub-Drainage Areas for Inlets to Proposed System Only 8~ Drainage Flow Arrows for Streets DErAIL SBEET Plan: A. Are all Applicable Standards Sho~n B. Are Details Provided for all Items \~nich are not Ci ty Standards 1. Details Clearly Sho\vnand Have Adequate Construction Information - SP:OCIAL 11L.JS YES NO Cover Sheet: 1. Subdivision Nrume 2 . . Name of Developer 3. . Narre of 4. Vicinity tfu.p . location and Plat Sheet: 1. Plat 2. Limi ts of Proj ect .NjA