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HomeMy WebLinkAboutMiscellaneous _ CITY OF COLLEGI STAT _ Development rvices . · b&4 ~ ~uV-A' tW ~#'t ~ ~ afi!- ~ ~ ~~~I ~ J ~4n~i L-- [l ~h~ ~ +~~W ~;!) ~er--~ ~ LOrVl (L .n LDIJI/ 'Ifl1 ~ ~~ .~ ~ &i~ -GN W t7 ~ j talie - t DeVl tor (40: ~ MUNICIPAL DEVELOPMENT GROUP 2551 Texas Ave, South. Ste.. A .. College Station, Texas 77840 .. 409-693-5359 .. FAX: 409-693-4243" E-mail: mdgcs@gte,net Engineering, Surveying, Planning and Environmental Consultants J:I July 9, 1998 Pat Williams, P .E. Texas. Department of Transportation Brazos County Area Office Bryan, Texas Re: CaUawaySubdivision, Sanitary Sewer Bore, MDG No. 000604-2974 Dear Pat: Per your request the following procedures will be taken when locating the existing 16" TAMU concretesteel cylinder water line that is under George Bush Dr. at approximate Sta. 74+60. 1) The existing concrete sidewalk will be removed from joint to joint on the northeast side of George Bush Dr. The sidewalk will be replaced after location ofthe water line per the attached detail and according to TxDOT Construction Specification No. 531. 2) The existing asphalt base that is under the concrete pavement and that wraps around the curb will be left undisturbed. 3) Earth removed under the pavement will be replaced with cement stabilized sand. Earth that is under the sidewalk will be replaced and compacted to 95% standard proctor density. Please feel free to call me if you have any questions. Ca way, Director De opment Services RM/tm City of College Station Cc: Paul Kaspar, City of College Station Don Gerken, Universal Constructors Scott Elliot, Elliot Construction 000604-c.39.doc MDG-l sI AT A MINIMUM SPACING OF " NOTES CONTRACTION JOINTS SHALL BE PLACED AND SHALL HAVE A MINIMUM DEPTH OF 1 . 5' 1 2 EXPANSION JOINTS SHALL BE PLACED ALONG THE SIDEWALK AT A MINIMUM SPACING OF 50' AND AT ALL ADJOINING EDGES WITH OTHER CONCRETE STRUCTURES. THE EXPANSION JOINT SEALANT SHALL HAVE A MINIMUM DEPTH OF 3/4 4 THICK (MINIMUM) REINFORCED CONCRETE SIDEWALK r WOOD FLOAT FINISH l 6'-0 FINISH GRADE SLOPE @ (3/16"/FT MIN..) (2.00% MAX.) JOINT #4 DOWEL BARS 24" WITH PLASTIC SLEEVE @ 32" O.C EXPANSION O.C.E.W 2 1 SAND @ BARS 2 CONCRETE CURB & GUTTER ADJACENT TO CURB - N.T.S SIDEW ALK FILE NOTE Callaway Subdivision Case #98-208 Rabon with MDG submitted a revised final plat of the Callaway Subdivision that was different from the one approved by the Commission on March 19, 1998. Apparently, when the original mylar was distributed for signatures, the owner of the property noticed that there were some errors including another owner within the subdivision. Staff reviewed the revised final plat and determined that it met the minor plat criteria and would not require further review by the Commission. The infrastructure associated with the subdivision which forced it to go before the Commission did not change at all. I called Rabon and told him that the revised plat was approved by staff and to submit the original mylar with the necessary signatures for filing. N tali. h~ Assistant Development Coordinator April 20, 1998 48 ~ dDS MUNICIPAL DEVELOPMENT GROUP 2551 Texas Ave. South, Ste, A . College Station. Texas 77840 .409-693-5359 · FAX: 409-693-4243. E-mail: mdgcs@gte,com Engineering, Surveying, Planning and Environmental Consultants ~I March 9, 1998 Natalie Ruiz City of College Station P.O. Box 9960 College Station, TX 77842 Re: Callaway Subdivision, Final Plat, MDG No. 000604-2836 Dear Natalie: Attached are the ten (10) copies of the Final Plat that you requested. As you know, we are requesting a variance not to apply for a CLOMR and file directly for a LOMR once the proposed storm sewer has been constructed. On the original Final Plat the water elevation and location of the 100-year flood plan will be shown. As I understand it we are currently scheduled for P&Z on March 19 and will be on the ZBA agenda on April 7. Please let me know if the dates are incorrect or if you require anything else. Please feel free to call me if you have any questions. Rabon Metcalf, E.I. T. RiWtm Cc: Dalton Hodges, Callaway Development Corp. 000604-c,27-26(2836) ((~ COLLEGE STATION p, O. Box 9960 . 1101 Texas Avenue Tel: 409 764 3500 College Station, TX 77842 MEMORANDUM TO: FROM: DATE: RE: North :":el~oiCiPal Development Group . N.talie Ruiz, Assi~t Development coo~ February 23, 1998 Final Plat of the Callaway Subdivision & Replat of the Treehouse Subdivision. Attached is a copy of the final plat with staff's comments. Please address the concerns/comments and submit 10 copies of the revised final plat and the original mylar on Monday, March 9, 1998. Also, resubmit the attached redlined final plat .so staff can compare the two. The final plat is scheduled for the Planning and Zoning Commission meeting on Thursday, March 19, 1998 at 7:00 p.m. in the City Hall Council Room. If you have any questions or need additional information, please call me at 764-3570. Thank you. cc: Callaway Development Corp. , 1250 N. E. Loop 410, Suite 800 San Antonio, TX 78009 N\~~ y%~ ~ Attachment JJ~~ 0r:? Home of Texas A&M University '" CALLAWAY I TREEHOUSE FINAL PLAT Here's the situation: The owner of lot 2R, block 1 is not cooperating in the final plat. MDG has tried for months to work with various people in the corporation and cannot get anyone to talk to him, much less sign the plat. However, the Callaway Corp. needs to close on their construction financing this Friday, 5/22. Jim Callaway and I agreed to allow Rabon to modify the original mylar to remove lot 2R from the final plat. I've included a redlined copy of the final plat that shows the changes we all agreed to. (See attached.) Rabon will bring in the revised mylar original and give it to Debra Charanza. Paul Kaspar has the file, tracking sheet and redlined plat. He will sign the plat, give it to Jane to sign and return it to Debra. Debra will make 13 copies and take the original along with the copies to the Court House on Thursday, 5/21 for filing. Thank you guys for all of your help! c dJ;2 6- cf2O-qB \ .t ["Y'" i\i'~: .,-, ,'.'.,1,.";,,,_ "0<, d::;ll.t.'ftl.Jifl~l!1;lf!:.".f~' :'.!.' ~!.t ~ ~ .'~~.~?~~ ''t~~~*1%{lr:' ,. .