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Home My WebLink AboutCorrespondence gee-7 a0-3-1 CITY OF COLLEGE.STATION Planning err Development Services August 10, 2006 Tony Jones, President/Manager Aggieland Builders, L.L.C. 1401 Sebesta Road College Station,TX 77845 ltc: Las Palomas Mr. Jones: The on-site Las Palomas sewer mains have been pressure tested but have not had a mandrel pulled or had a TV camera through the lines. The off-site sower main is still under construction and has not been subjected to any testing. The Phase 1I of the City's project to construct the Steeplechase Sewer Impact Line remains under construction and has not been tested except that a pressure test on that portion of the line from the last manhole toward the Las Palomas development to its connection to the previously tcceptecl City sewer system has been performed. > As per our discussion and in an effort to try to accommodate the occupancy of the has Palomas residential units prior to the final completion and acceptance of the Las Palomas on-site and off-site sewer mains or the City's Steeplechase Sewer Impact Line, I am proposing the following solution. To allow tap connections from the 1.,as Palomas on-site constructed main to the service lines of the individual residential units, Aggieland Builders agrees to install a plug in the scwcr main cxit from the manhole adjacent to Jones Butler Road. Pressure testing of this section of the sower system has previously been performed. Aggieland Builders would then pay the appropriate tap fees and the residential units would be connected to the on- site sewer main. Aggieland Builders would be responsible at its cost and maintenance for the pumping, removal and proper disposal of any accumulated sewer from the residential units until the downstream sewer lines are sufficiently constructed and tested to allow the sewer to clow down the lines. Aggiclend Builders would continue to pursue final completion of construction of the sewer mains until the mains arc accepted by the City. This would include pressure Para 2-Las Palomas testing, TV inspection and the pulling of anrha mandrel. The inr placcnforlat least 30 days. test cannot be performed until final backfill on the sewer main The start of the one year warranty period for the sewer mains would begin upon acceptance of final completion. If you arc agreeable to these items,please sign in the space provided. Robert W. Mosley,V.E. City Engineer Agreenyen /km edged -11L.,, Ade, '1•oi Jones, , esi• I anager Aggieland Build'rs, L.L.G. - r t Grff1111111111 CITY OF COLLEGE STATION Planning hr Development Services 1101 Texas Avenue, P.O. Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM February 20, 2006 TO: Tony Jones, Applicant FROM: Crissy Hartl, Staff Planner SUBJECT: LAS PALOMAS (FP) - Final Plat Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. If all comments have been addressed and the following information submitted by Monday, February 27, 2006, 10:00 a.m., your project will be placed on the next available Planning and Zoning Commission meeting scheduled for Thursday, March 16, 2006, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Two (2) 24"x36" copies of the revised final plat; Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that if all comments have not been addressed, your project will not be scheduled for the Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff review comments cc: Berry Engineering Company, via fax#696.3094 Gary Arnold, Brazos County Planning & Traffic, via fax 775.0453 Case file #06-00500037 CITY OF COLLEGE STATION Planning d►Development Services 1101 Texas Avenue, P.O. Box 9960 College Station,Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM April 20,2006 TO: Tony Jones,Applicant via fax 979.695.2941 FROM: Crissy Hartl,Staff Planner SUBJECT: LAS PALOMAS (FP) -Final Plat Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed.If all comments have been addressed and the following information submitted by Monday, May 1,10:00 a.m., your project will be placed on the next available Planning and Zoning Commission meeting scheduled for, June 1, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Two (2) 24"x36" copies of the revised final plat;and All required documents listed in the following comments. Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station.Please note that if all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx.gov/home/index.asp?page=2481. If you have any questions or need additional information,please call me at 979.764.3570. Attachments: Staff review comments Home of Texas A&M University (11 I I I kir,I I I I IIIIII CITY OF COLLEGE STATION Planning er Development Services 1101 Texas Avenue,P.O.Box 9960 College Station,Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM April 28,2006 TO: Tony Jones,Via fax 695.2941 FROM: Josh Norton,Graduate Civil Engineer SUBJECT: Engineering Document Comments for Las Palomas Staff reviewed the above-mentioned engineering documents as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and approval of the plans: One (1) sets of revised construction documents. If you have any questions or need additional information,please call at 979.764.3570. Attachments: Staff review comments pc: Paul Williams Surveying Company,via fax 979.822.3655 Berry Engineering Company,via fax 979.696.3094 Case File No. 06-37 The following comments only apply to the on-site and off-site public sanitary sewer main plan and profile detail,which was submitted on April 24,2006. ENGINEERING 1. (Sheet Si) Please provide an easement for the portion of the sanitary sewer main which encroaches the Borsack property. Or re-align the sanitary sewer line to avoid the off- site encroachment. 2. (Sheet Si) The water/sewer line conflict should be constructed to TCEQ 290 standard. I believe the governing regulation is 290.44(e)(B)(3), requiring cement stabilized embedment, centered joints of pipe, 2-ft vertical separation, etc. This should be illustrated and/or de-noted on the construction documents. 3. (Sheet S I) Please label all sanitary sewer services in plan and profile view, including material type,size,single/double,etc. 4. (Sheet S I) Please illustrate the gas line conflict in profile view. 5. (Sheet SI) Please remove the sanitary sewer service connection to the main to outside of the pavement of the cul-de-sac. 6. (Sheet SI) Structural backfill should be used in areas where public mains cross structural areas. 7. (Sheet S2) The bore of Jones-Butler Road should be performed to county standard. 8. (Sheet S2) Please provide a copy of the county permit allowing for the bore of Jones- Butler Road. 9. (Sheet S2) Per the BCS Unified Design Guidelines,Specification No. 110,the casing pipe for the bore should be a 16-in. Please verify that this bore is in accordance with the above mention spec. and de-note on plans. 10. (Sheet S2) Per the BCS Unified Design Guidelines, Detail No. S3-03,the casing pipe for the bore should extend 5-ft past the outside of the shoulder. 11. (Sheet S4) FYI: A drop manhole connection could be required at the point of connection to the CIP Phase 2 Steeplechase Line. 12. Please re-calculate and re-submit the Sanitary Sewer Improvements — Flow Analysis, using a peaking factor of 4 per the BCS Unified Sanitary Sewer Design Guidelines. 13. (Repeat Comment) "General Notes— 1"refers to the City of College Station's standard details,please provide a copy of the Bryan-College Station Standard Construction Details with your construction documents. 14. (Repeat Comment)Please submit a development permit application,associated fees,and engineers cost estimate for the City of College Station public sanitary sewer main extension. 15. (Repeat Comment) We have not received the off-site Public Utility Easement for the public sanitary sewer main extension. This Public Utility Easement must be submitted through our office with an easement dedication application. 16. (Repeat Comment) Should the City's CIP sanitary sewer project "Steeplechase Sanitary Sewer Main Phase 2" not be constructed and ready by the time the on-site and off-site sanitary sewer main extension for this development is completed, the developer is responsible to provide sanitary sewer service and satisfy all related issues. Please submit a letter stating that the developer is taking full financial and maintenance responsibility for what ever measures need to be taken to allow your sanitary sewer main extension to operate and comply with state law until the CIP project is complete and the connection is made. This requirement and letter will be a condition of the final plat, as well as a condition of your development permit for release of the construction plans. Reviewed by: Josh Norton Date: April 28,2006 08/09/2006 ViED 11:54 FAX 979 821 3407 BRAZOS CNTY 9-1-1 DIST, ?001/001 BRAZOS COMM EMERGENCY . , , . P.B.BOX 911•BRYAN,TM 77808?i1,,1",`! 879.779.0911-FAX 979.821.3487 COMMUNICATIONS DISTRICT .,_, ,,:, r:;, : WWINC9111. ..:. l ,Irl, '+`fi',Stu.,. ,2,00,m p4a.``�'0;} -,71.2,7:: ;;:.: �{�f f�Mill. r. l�„�r!,`�!:"s:.Lw,�;�.�i',��rk. ..., t r;1.;..!.j! lrl� l�'-----'I��---- -. .:.x. -.., , E�EEIBENEY -c�;;. e rr::.,--:,.fir-.., ....-• r�,1� ( � • May 5,2006 A::'eland Auilders N Ton ons. 0P titA'41 3205 E. , Rudder Fw.S. l � Colle_, S .ion,TX 77845 l i 96 Mr.Jones, I have reviewed the final plat for Las Palomas Subdivision dated February,2006. The plat conforms to all requirements outlined by the District. The subdivision name of Las Palomas,as well as the two street names,Paloma Ridge Drive and Los Portales Drive,are acceptable. The District has assigned the following addresses for the above subdivision. It is our understanding that each lot will contain a duplex and therefore,each lot has been assigned two addresses. Please refer to the map I faxed previously for the exact order in which the addresses should be applied to each duplex. BLOCK ONE --BLOCK TWO BLOCK THREE --x -r _7,7 �.'' "�`' ''u�i��;fif., DE1 i 'g U#iflli iNfa 1 3505 3507 1 3500 3502 1 3528 3530 2 3509 __ 3511 2 3504 3506 2 3532 3534 3 3513 3515 3 3508 3510 3 3536 3538 4 3517 3519 4 3512 3514 4 3540 3542 _.. 5 3521 3523 5 3516 3518 5 3544 3546 6 3525 3527 6 3520 MEM 6 3548 3550 7 3529 3531 7 3552 WEE 8 3533 3535 1 1CU 9 3537 3539 10 3541 3543 6?_._,.11 3545 3547 C ;y�/�-� Q3 —V 12 3549 3551 13 3553 3555 14 3557 _ 3559 . a 30C 1)n Please gi a me a cal at(979) 779-0911 with any questions, ,(;,,A...--• Patrick Corley ......., . utijkr,,},.Irror re uE: WHEN SECONDS CO ,:..: qii. tiaLaL.;,,,,,, l .;^_