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Home My WebLink AboutMiscellaneousI/RIR9 CA-X7- I . 77~ I (-I< 3 L CDM . I - 1 _ kc ' F:. V, cc, de, ~ Qc.JG . U cw~ CtJ - 66- e~ CITY OF 0LLEGE STATION CUSTOMERR RECEIPT OPER: MRODGERS CT DRAWER: 1 DATE: 1/27/99 00 RECEIPT: 0006494 DESCRIPTION QTY AMOUNT TP TM FILING FEE/DS/BI 1 $250.00 *B7 CK REZONING APP FILING FEE/DS/BI 1 $200.00 *B7 CK MASTER PRELIM PLAT DWS DEVELOPMENT-CK3529 REZONING APP CROWLEY MASTER PRELIM PLATS CROWLEY MR TENDER DETAIL CK 3529 $458.08 DATE: 1/27/99 TIME: 16:82:36 TOTAL PERSONAL CHECK $458.88 AMOUNT TENDERED $450.08 THANK YOU Ljj- ;c-70 s i FEE.10.1999 10:57AM LJA ENGINEERING & SURVEYING N0.626 P.1 L/1 LJA Engineering & Surveying, Inc. Facsimile Cover Sheet Date: Z'10- q j Attention To: Company Fax Number: -7 r Sender Name: 0z 11 `c "Le- ss c Job Title: Re. Comments: P1 e-r-x- le-1 r-le- kH a•j c ~ YOU Signature (If applicable): (713) 953-5200 office + fax (713) 953-5026 2929 Sriarpark Drive, Suite 500 Houston, TX 77042-3703 YC.eCM1 vy) 0wIc.~ G 7~ of 6 Ae% S~~« o y) 7&# - 34-% (Please Note: If there is a problem with this transmittal, please call (713) 953-5200.) UQ~oo Total Pages: 2 (Including Cover Sheet) FEE.10.1999 10:57AM LJA ENGINEERING & SURVEYING N0.626 P.2 75 74 / ; i~ 5t~00, If if 37 .4 1 If If / If If 36 i ~ . PROPOSED UTILITY LAYOUT FEBRUARY 10, 1999 SCALE= I' = 30' LJA BghwkV & O"ft hm ZAA 2929 9rtarpork Drive Phone 713.953.5200 Suite 500 Fox 713. 953. 5026 Houston, Texas 77042-3703 C{C~~c~ COLLEGE STATION P. O. Box 9960 1101 Texas Avenue Tel: 409 764 3500 Interoffice Memorandum Date: 02/05/99 To: Lawrence Carter CC: Veronica Morgan, P.E. Bill Riley Wallace Trochesset, P.E. David Scarmardo Tim Crowley From: Jeff Tondre Subject : Crowley Water Line Size College Station, TX 77842 l This is to confirm the phone conversation of February 4, 1999, wherein you requested a minimum water line size of 24" to be constructed in the future State Highway 40 R.O.W. The Crowley Development is preparing a request for oversize participation for 4000' of waterline from 16" to 24" and 3400' of waterline from 12" to 24". Future developments (or the city) will extend this line 8500' to the north to Graham Road. The segment of existing line from Graham Road to Rock Prairie Road will need to be upsized from a 16" to 24" by the city to close the loop at full capacity (2800'). As indicated in the 2020 water model, pressures should not be a problem in the area, however this line will allow the system to be looped with a more direct route to the Greens Prairie Water Tower. The developer has agreed to dedicate easements within the future S.H. 40 R.O.W. prior to dedication of that R.O.W. This will give the city superior rights to the area which ensures that the line will not need to be moved in the future at city cost. As discussed in our last meeting, we will need to give guidance to the design engineer on how the connection at the Greens Prairie Water Tower is to be made. Please forward that information as soon as possible. Thanks. Home of Texas A&M University Received: 1/27/99 10:17; 01/27/99 11:25 $409 764 3496 ~O~ Vffl J 1/ C3-- 409 764 3496 TWOC-LAND DEV. PLANNING; Page 6 DEVELOPMENT SVCS 2006 SUBMrT APPLICATION AND THIS Ltsr cxrcian OFF wrra 13 FOLDED COPIES OF PLAT FOR REVIEW 110d Drawn on 24" x 36" sheet to scale of 4W per inch or larger. Include the words "PRELIlVI NARY PLAT - NOT FOR RECORD" in letters 1/2" high. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. V/ R( 2. Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. 3. Title Block with the following information. ✓G7"' Name and address of subdivider, recorded owner, planner, engineer and surveyor. u/GY' Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) l Date of preparation. (INCLUDE DATE THE PLAT WAS SUBMITTED AND THE DATES OF ANY REVISIONS ON THE PLAT) v/ 132"' Engineer's scale in feet. CK Total area intended to be developed. L/ Mr"' 4. North Arrow x ❑ 5. Location of current city limit lines and current zoning district boundary. O T"I r e IT`( U M tT5 6. Subdivision boundary indicated by heavy lines- El 7. Descriptions by metes and bounds of the subdivision which shall close within accepted land survey standards. (Shown on drawing; not separate description) X, 13 9, Primary control points or descriptions and ties to such control point, to which ,later, all dimensions, angles, bearings, block numbers, and similar data shall be referred. The plat shall be located with respect to a corner of the survey or tract, or an original corner of the original / survey of which it its a part. ✓ l 10. Name of contiguous subdivisions and names of owners of contiguous parcels of unsubdivided land, and an indication whether or not contiguous properties are platted. lY 11. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. o:fa=\p1anlfh1p1ck.dac\10/98 Received: 1/27/99 10:18; 409 764 3496 TWOC-LAND DEV. PLANNING; Page 7 01/27/99 11:25 $409 764 3496 DEVELOPMENT SVCS 121007 ~v O 12. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all existing or recorded streets, alleys, drainage structures, parks, or public areas, reservations, easements, or other right-of-way, blocks, lots, and other sites within the subdivision, or intersecting or contiguous with boundary or forming such boundaries with the subdivision. O 13. In the case of pipelines carrying flammable gas or fuel, the approximate location, size of line, design pressure and product transported through the line shall be shown. S.Aq. 14. Topographic information, including contours at two foot (2 ft.) intervals, Bowline elevation of T~~ I streams and wooded areas. C~ 15. The locations, dimensions, description, and flow line of existing watercourses and drainage structures within the subdivision or continuous hereto. l/ 16, Existing and/or proposed well site locations. v lr 17. Proposed land uses (In compliance with Land Use Plan) 6t) 18. Proposed zoning changes, if any, submit formal rezoning request. ✓ 19. Proposed drainage improvements and easements, including underground storm sewer and all ill dischar e h g . ese w overland systems and showing where t O 20. Are there impact fees associated with this development? Yes 0 No ✓ 21. Proposed public improvements, including but not limited to parks, schools, and other public facilities 'Z 22. Proposed utility services and easements(water and sanitary sewer). (All existing and proposed • utilities of sufficient size/depth to meet the utility master plan and any future growth areas. Proposed channel cross sections, if any. ( Cs7~J 23. Proposed public and private RO.W locations and widths. (All existing and proposed Pl an.) R.O.W.'s sufficient to meet Thoroughfare le ZK 24. Proposed phasing. Phasing must be in compliance. 25. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all proposed streets, alleys, drainage structures, parks, or public areas, reservations, easements, or other right-of-way, blocks, lots, and other sites within the subdivision. V [a"- 26. A number or letter to identify each lot or site and each block. Vl-" CP/*" 27. All streets must be continuous or end in a cul-de-sac. 28. Stubbed out streets must end into a temp. turn around unless they are shorter than 100 feet- o2'on=\p1en\Up1okdnc\10198 Received: 1/27/99 10:18; 409 764 3496 TWOC-LAND DEV. PLANNING; Page 8 01/27/99 11:25 $409 764 3496 DEVELOPMENT SVCS 2008 ( C~7' 29. If requesting oversize participation items, are the necessary traffic and/or drainage impact studies included? o:forms\p1xm\Up1ck-doc\10/98