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HomeMy WebLinkAboutMiscellaneous COLLEGE S TATION P. 0. Box 9960 1101 Texas Avenue College Station, TX 77842 Tel: 409 764 3500 a MEMORANDUM TO: Stewart Kling, Kling Engineering FROM: Natalie Ruiz, Assistant Development Coordinato DATE: April 21, 1998 RE: Wheeler Subdivision Phase Il Preliminary Plat. Attached is a copy of the preliminary plat that staff reviewed for the Wheeler Subdivision Phase H at University 'Drive and Lincoln. I have scheduled a meeting to discuss the redlines and the location of the 30' access easement at 10 :00 a.m. on Wednesday, April 22, 1998. Please address the redlined comments and submit the following information by noon on Monday, April 27, 1998: i 10 copies of the revised preliminary plat; and, the attached redlined preliminary plat. The Planning and Zoning Commission meeting will be at 7:00 p.m. on Thursday, May 5, 1998 in the City Hall Council Room, 1101 Texas Avenue South. If there are redlined comments that you are not able to address, please include a letter explaining the details to be reviewed by staff. If you have any questions or need additional information, please call me at 764 -3570. Thank you. Attachment cc: Ron Cowe, 4543 Post Oak Place, Suite 230, Houston, TX 77027 ase file #98 -310 Home of Texas A &M University .............. :Sabine IUIcCully - PRC Wednesday, April 1998 ........ - 9........ From: Jim Smith To: Sabine Date: 4/20198 9:29AM Subject: PRC - Wednesday, April 22, 1998 Shenandoan Phases 6 -10 (98 -309): No problem. Wheeler Subdivision Phase 11 (98 -310): No problem. s Ashford Square Subdivision (96 -215): No problem. West Knoll Section II (98 -216): No problem. Thanks!! , 'I , ;j , j I I i I _ I i ;Paul Kaspar Re;. Water line extension_ as a part . of the Wheeler reserve on the West side of Lincoln at University Page 1 From: Lawrence Carter To: BRILEY @CITY OF COLLEGE STATION.UTILITY SERVICES CE... Date: 2/2/98 4 :06PM Subject: Re: Fwd: Water line extension as a part of the Wheeler reserve on the West side of Lincoln at University I don't agree that we have enough looping in this area. What they are planning to do will only create another dead end but I do see why they want to do it that way. Perhaps we can do some oversize participation to loop this line. If not then I have no major objection and perhaps we can complete the loop in a subsequent project. >>> Bill Riley 01/29 3:06 PM >>> please take a look at this and see if you two concur. let me know asap either way. CC: Paul Kaspar$ i U i A ;Paul Kaspar Re: Fwd: line extension as a part of the Wheeler reserve on the.West_ side of Lincoln at Unive Page L r „ From: Paul Kaspar CITY HALL To, VMORGAN@)CITY OF COLLEGE STA TION. Date: 2/2/98 5:03PM Subject: Re: Fwd: Water line extension as a part of the Wheeler reserve on the West side of Lincoln at Unive I will find out from Stewart the intention and then ask lawrence. >>> Veronica Morgan 02/02/98 05:01 PM >>> i fully expect that stuart will be doing an internal loop. i wonder if lawrence has a problem with the situation if it is not a "dead -end but an internal loop back to the 16 "? >>> Paul Kaspar 02/02/98 04 :46pm >>> This is the email trail from Bill to Lawrence to me. I explained to Lawrence this morning why they were doing what they proposed and he understood. They do want a loop is sounds like but they want the I 12inch line serviing Cedar Creek to be looped from the 8 inch at Cedar Creek. I haven't talked to Stewart yet, but I have a call into him. I just thought I would show you the email at this point and get thoughts on it. Lawrence mentions oversize part. but that doesn't work unless they want to connect to `ffl that 8 inch line at cedar creek. i :I i KLING ENGINEERING AND SURVEYING Consulting Engineers • Land Surveyors 4103 Texas Avenue, Suite 212 Tel (409) 846 -6212 P.O. Box 4234 Bryan, Texas 77802 Fax (409) 846 -8252 Bryan, Texas 77805 TO 1 l OF COLA-' cs a' j DATE `� O (�• PROJECT NO. 7 j PROJECT NAME G ATTENTION ��2L�3t �✓ REFERENCE WE TRANSMIT: THE FOLLOWING: FOR: ❑ Under Separate 'Cover ❑ Prints ❑ Your Review & Approval Enclosed ❑Copies ❑ Your Review & Comment ❑ Originals ❑ Your Review & Distribution VIA: -Plat ❑Your Review, Revision & Return ❑ Mail ❑ Field Notes ❑Your Signature & Return VNlessenger ❑ Plans ❑Your File and /or Use ❑ Federal Express ❑ Report j ❑ Express Mail ❑ Estimate []As Requested By: ❑ Special Courier ❑ Cut Sheets ❑ Picked Up By Your Office []Computer Printout ❑ Please Acknowledge Receipt of ❑ File Enclosures ❑ Contract ❑ Please Return Enclosures To Us ❑ []Copies Of This Letter Of Transmittal Sent To:' NO. DESCRIPTION If Enclosures Are Not As Noted, ea Please Notify Us At Once. I ' Signed '1 ' I I I ,I IT Staff reviewed the plat and found g eneral compliance with all applicable requirements except as follows: 1. The buffer easement that was a condition of the zoning needs to be shown. ✓ 2. Remove .notes 4.a. and 4.b. regarding easements that are not located on the subject property. I Add the Lone Star Gas easement. CK 14� E 4. Add a 10' Public Utility Easement alon g the southwest property line of i Lot 3 to a_ point where the City can physically sically tie the existing 16" waterline in Lincoln to the 8" waterline at the rear of the Cedar Creek Condominiums. 5. Add a 10' PUE along the Lincoln frontage. 6. Add the existing Floodway per the September 1997 Study performed by Kling Engineering. i i I 7. Relocate the 30' access easement back to the position that was originally submitted and add a temporary access easement that p ry more closely aligns ns with the Shoney's Driveway across University Drive. 1 v Add a note that the temporary access easement will discontinue when medians are installed in University Drive. 8. It is the intent of the developer to provide a regional detention pond for all three proposed lots to meet drainage requirements. Therefore, the p and will need to be dedicated at the time i the first lot s final p latted. 1 9. Add a PUE to cover the proposed sanitary sewerl ne to Lot 3. i d O --------------- - VA 1 /Z; 19, - - -- QooT uc ' / LE ° Ir ELECTRICAL TRANSFORMI do MANHOLE ON CONC. F ------ 294 Q- �+ - _? tip` , ♦ 'POo , � � _ - _ -, -•2 � \ \` i � ,`O� -eQPQ , " .Y� __ - -------- - �., - o ' 1R str 8' SANITARY , - - 28'32 ' % FIB 0 - - - _ _: IrN _„SEWER uNF N - ER PIIC + • : za - - „l'' "�'- ` _ - - BOX ' 1 /Z' ERON i 1200 5 _ Qo0 5ET 1 % CREEK ` •� I -J_ � \� � •a'' yt• -rte _ -_ - -- � ----- _ ` — s ' y6� 3� GG — , / / •= 80 p���pUBUC =�.,_° CH s a T om ' +r O• /' �a i / • -G 2 - "�MENT O %NAGF aez_'____-- -. 1 F,OpO CN OF O�� �� W AY R =25. 00 06/25/98 12:52 V409 846 8252 KLING ENGR COCS VOLK /MORGAN 10003 KLING ENGINEERING & SURVEYING Consulting Engineers • Land Surveyors 4103 Texas Avenue, Suite 212 Post Office Box 4234 Bryan, Texas 77802 Bryan, Texas 77805 Telephone 409/846 -6212 Fax 4091846 -8252 B.J. ; . Kling, P.E., R.P.L.S. S.M. Klin g R.P.L.S. June 24, 1998. MEMO: I TO: Veronica Morgan, P.E. Assistant City Engineer City of College Station FROM: Fred Paine RE. Wheeler Subdivision / Floodplain Analysis for East Tributary to Burton Creek - Optional Culvert Analysis We have been informed by the Owner that, due to the cost of the 4 - 8'x4' box culverts required for a road to cross the improved channel, this option will not be considered at this time. Because the construction is improbable, Kling Engineering & Surveying will halt any further design effort for this structure. Detailed construction plans would be required for the FEMA review, therefore, we I, will not submit the culvert analysis to FEMA as an option at this time. We will revise the FEMA report accordingly and return it to you for final approval and forwarding to FEMA. If in the future this option materializes, a second CLOMR /LOMR submittal would be necessary. Should you have any questions, please feel free to call. I, , I , %I 06/25/98 12:51 ^ CS409 846 8252 KLING ENGR COCS VOLK /MORGAN 19002 KLING ENGINEERING & SURVEYING Consulting Engineers - Land Surveyors 4103 Texas Avenue, Suite 212 Past Office Sox 4234 Bryan, Texas 77802 Bryan, Texas 77805 Telephone 4091846 -6212 Fax 4091846 -8252 B.J. Kling, P.E., R,P.L.S. S.M. Kling; R.P.L.S. June 24, 1998 MEMO: Teo Veronica Morgan, P.E. Assistant City Engineer City of College Station FROM: Fred Paine�5; RE: Floodplain Analysis for the East Tributary to Burton Creek - Public Notification 'i As part of the FEMA process for obtaining a LOMR on the abovementioned creek, there is a requirement that a public notice to be distributed by the Community stating the intent to revise the floodplain /floodway. The City has deemed this an Owner responsibility. Our understanding is that Kling Engineering & Surveying will distribute this notice. A copy of the notification must be 'included with the FEMA report submittal. Below is a format for the notification. We would like to run the public notice in the local paper and need to find out the length of time to run it. Please review and comment on the acceptability of this notice. "This letter is notice of the Community's intent to revise the floodplain /floodway for the East Tributary to Burton Creek just above the confluence of Carter's Creek and Burton Creek. The National Flood Insurance Program as administered by the Federal Emergency Management Agency (FEMA) has previously determined that the areas adjacent to the East Tributary to Burton Creek just above the confluence of Carter's Creek and Burton Creek lies within the limits of 'Special Flood Hazard Areas Inundated By 100 -Year Flood' or 100 -Year floodplain. This information is depicted in graphical form on the Flood Insurance Rate Map (FIRM) for Brazos County, Texas and Incorporated Areas, Panel 142 of 250, map number 48041 C0142 C, effective date: July , 2 1992 available from the City of College Station Development Services Department. The flood zone designation given to this tributary of Burton Creek is 'Zone A No Base Flood Elevations Determined'. In order for development to occur adjacent to this channel, maximum probable 100 -year water surface elevations needed to be determined for the tributary and a floodway defined. The determination of the water surface elevations and floodway are currently being prepared and submitted to FEMA by Kling Engineering & Surveying. The previously depicted floodplain position shown on the current FIRM changes only slightly due to the detailed analysis of the channel with existing topography. A detailed report entitled ' Floodplain Analysis for East Tributary to Burton Creek Just Above Confluence with Carters Creek' documenting the floodplain /floodway water surface' elevations and location is on file at the City of College Station, Development Services Department. Questions pertaining to the study may be directed to Kling Engineering & Surveying at (409) 846- 9179.