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HomeMy WebLinkAboutPreliminary Plat - Barrington Heights, Phase IIDATE: June 1, 1998 TO: Planning Commission FROM: Stephen C. Richardson, Planning Director SUBJECT: Consider the Preliminary Plat of Barrington Heigh—t-s, —Phase 11 FILE: Preliminary Plat - Barrington Heights, Phase 11 STAFF REI'OIT Barrington Heights, Phase 11 consists of a 10.365 acre tract of land out of the H. Williams Survey, Ab,-56. Phase 11 includes Lots 18-20, Block I and Lots 1-34, Block 3. The lot widths vary from 65-95 feet. Most of the lots are 120 feet deep. Carroll and Blackman, consulting engineers, represent the Talisman Development Corporation for this second phase of Barrington Heights. A revised conceptual master plan has been submitted to the City and shows future phases of single family development extending to Delaware. In Phase II, Barrington Avenue will intersect with Claybourn Drive. Claybourn will be developed to the west and eventually connect to a planned collector which will run south and intersect with the proposed Delaware Street extension west of Dowlen. Two cul-de-sacs, Charleston and Whittaker, extend south from Claybourn. The plat shows Claybourn as a dead-end on its westward terminus. The subdivision regulations require a permanent or a temporary cul-de-sac at the end of this street. The developer requests a waiver or variance on the cul-de-sac for Claybourn because the next phase of the addition will or should be underway in less than two years. The deed restrictions require that each property owner construct 4' wide sidewalks along all streets according to specific guidelines. This property is now zoned A-R which requires one acre residential lots. The applicants are now preparing a zone change request to include, the proposed addition and perhaps more A-R. land under the present control of the Talisman group, If this preliminary plat is approved as submitted, it should be approved subject to the developer applying for and receiving a zone change from A-R to RS,. A waiver of the temporary cul-de-sac requirement will also need to be granted. I Exhibits are attached. Kim Carroll, PE Nomian Blackman, PE, RPLS Allen Sims, PE Reed Aferiwether PE 7bbyj Davis, PE Bill lVarrick, RPL5 Steve Boricber, RPLS mitcliellBrackin, KPLS 1360 TbStreet P--uniont, Texas 77702 i ..wire: 409-8.33 -3363 PAX.- 409-833-0317 E-mail.- cbieng@ao1.cotn OMEN= CITY OF BEAUMONT Planning Division P.O. Box 3827 Beaumont, Texas 7771 Attn: Mr. Stephen Richardson, AICP Planning Director Re: Dear Steve: Consulting Engineers & Surveyors CITY OF BEAUkiorr PLANNING 1)!V:" MAY Barrington Heights, Phase 11 Transmitted herewith in regard to the above referenced are the following: 1) 30 prints of the preliminary plat for Phase 11 of Barrington Heights 2) $300.00 application fee This preliminary plat for the above referenced development consists of,,3K'7 lots designated for single family residences. All utilities and improvements will be provided by the developer and constructed to current City standards, Phase 11 will impose the same basic restrictions adopted by the previous phase which was completed in the fall of 1996. Drainage will be discharged via underground storm sewers to a proposed temporary outfall ditch to be constructed as a part of this development. This ditch will tie in: with the existing Dowlen Road system until such time as drainage provisions are made for future phases of the Barrington development. At that time, the existing storm sewer for this phase will be tied into a central drainage system proposed along the future north/south collector street. We have had several meetings with the Engineering department regarding this matter and have submitted a tentative masterplan of the future street layout to illustrate the proposed temporary drainage route, in relation to the general area. We are looking at some options for the remainder of the property and hope to have something moving on this in the near future. We have also completed our drainage calculations on Phase 11 and will submit copies of the drainage plan for this 10 acre tract in the next day or so. Mr. Stephen Richardson, AICP City Of Beaumont Planning Direct 8 May 199i8 Page 2 1 As a part of Phase 11, Barrington Avenue, the existing collector street, will be extended and tee at Claybourn Dive which will also be collector width. The developer plans to tie a collector through Barrington to the proposed extension of Delaware Street in the future. We trust that this development plan will meet with the Planning Commission's favorable approval at the upcoming meeting scheduled for Juine 1st. During your review, if you or your staff have and questions or comments, certainly feel free to call. Respectfully submitted, M# Attachments cc: Talisman Development, Inc. LA5384\wp\5384P&Z.001 Carroll & Blackman, 117C. arroll & lack an, Consulting Engineers & Surveyors 'nc. 14 May 1998 Kim Carroll, PE CITY OF BEAUMONT Norman Blackman, PE, KPLS Planning Division Allen Sims, PE P.O. Box 3827 Reed Aferiwether, PE Tob)ij Davis, PE Beaumont, Texas 77704 Bill lVarrick, RPIS Steve Boticber RPLS Attn: Mr. Murray Duren Afacbell Brackin, RPLS Senior Planner Re: Barrington Heights, Phase 11 1360 7"Street -riont, Texas 77702 knone., 409-8333363 FAX 409-833-0317 1,;-mail. cbieng@aolcom Dear Murray: Transmitted herewith in regard to the above referenced are the following: 1) 3 prints of the proposed drainage plan for Phase 11 of Barrington Heights 2) 1 reduced letter sized copy of the preliminary plat as requested 3) 3 prints of the conceptual plan for the remaining 45 acres This drainage plan is designed to accommodate storm runoff from Phase 11 only as stipulated by letter dated April 201" from' the Public Works Department (copy attached). The developer plans to excavate the open ditch and tie the proposed 42" to the Dowlen system in advance of the subdivision improvements. We will be submitting a plan for the work proposed within the Dowlen right-of-way very soon. Also, with regard to the end of Claybourn Drive as proposed, the developer requests consideration by the Planning Commission to grant a waiver or variance requiring a temporary turnaround to be constructed at this location. With just a few of the 30 lots remaining in Phase 1, the developer anticipates Phase 11 to be built out certainly within two years and will be planning additional Phases and improvements well in advance of this demand. The proposed end of Claybourn is 30 feet over the length (200 feet) designated by the Subdivision Ordinance for dead end streets. Given the additional width the this street (37') and the probability that it will be extended some time next year, we would ask that the Commission consider this matter and the expense associated with hot only constructing the turnaround but later removing it and installing curbing through this section. Another option might be to shorten the length of the street if this would be, agreeable as conditions of the waiver. Mr. Murray Duren Senior Planner 14 May 1998 Page 2 of 2 If you or your staff have and questions or comments, certainly feel free to call J Pljp Enclosures cc: Talisman Development, Inc. LA53841WPX5384PU-0O2 MR= CARROLL & BLACKMAN, INC. Consulting, Engineers& Surveyors '�'""'*0" 6 lackman, Jn c. Public Works !beaumont April 20, 1998 Mr, Joe Pattie, E.T. Carroll & Blackman, Inc, 1360 7th Street Beaumont, Texas 77702 Dear Mr. Pattie: Thank, you for meeting with me to discuss the proposal for a temporary drainage system to serve Phase 11 of Barrington Heights Development. A review of the tcniporcIry drainage plan has been completed by the Public Works Department. Based on information provided in our meeting of April 9 and your letter of April 13, 1998, the temporary drainage plan is approved with the following stipulations: 0 The temporary drainage system will serve only Phase II of the proposed development. Upon completion of the drainage plan for the remainder of the development, runoff from Phase 11 will be diverted to the permanent drainage system. 0 The amount of runoff into the, existing storm sewer inlet on Dowlen Road will not exceed 45efs. 0 The proposed channel will extend to the Dowlen Road right-of-way line. The forty-two (42) inch pipe will then extend from the right-of- way line to the existing storm sewer inlet. Please contact me at 880-3725, if I may be of further assistance or if additional information is required. Sincerely, Tom Warner, P.E. Public Works Director P.O. Box 3827 Beaumont, Texas 77704 Telephone (409) 980-1725 Facsimile (409) 880-3732 006 DEMMON POND 'Atl AMOCO PRODUCTION CO. 'Y'vo PARR SUPER WAU4ART )OUGHTS PHASE 11 LOCATION MAP . NTS ACREAGE TOTAL . ....................... - ... .10.3651 ACRES STREET R.O.W ...................... 2.229 ACRES f NET ............. --- ...... - I ...... 7.583 ACRES 7m CL M 10 I CQ .0h. Ill f L GENERAL INFORMATION/PUBLIC UTILITIES APPLICANT: Carroll and Blackman, Inc, PROPERTY OWNER: Talisman Development, Inc. STATUS OF APPLICANT: Consulting engineers LOCATION: 800 ft. west of Dowlen Road and 1,100 ft. north of the proposed extension to Delaware Street. EXISTING ZONING: A-R (Agricultural -Residential) District PROPERTY SIZE: 10,365 acres EXISTING LAND USES: Vacant FLOOD HAZARD ZONE: "C" - Minimal flood hazards SURROUNDING LAND USES: SURROUNDING ZONING: NORTH: Barrington Heights, Phase I RS (Residential Single Farnily Dwelling) and A-R (Agricultural -Residential) Districts EAST- Vacant RS and A-R SOUTH, Vacant A-R WEST: Vacant A-R COMPREHENSIVE PLAN: Growth Reserve (West Bmt. Oil field) OTHER PHYSICAL FEATURES: None STREETS: Proposed Claybourn Drive, an east -west 60' wide right-of-way with a 37' wide pavement. This street will be constructed as a collector to tie Barrington Avenue (collector) to a future north -south collector which will be developed in a future phase. Charleston Lane and Whittaker Lane, two residential cul-de-sacs with 5 0' right s-of-way and 27pavements. GENERAL INFORMATION/PUBLIC UTILITIES continued DRAINAGE: Drainage will be discharged via underground storm sewers to a proposed temporary outfall ditch to be constructed as a part of this development. This ditch will tie in with the existing Dowlen Road system until such time as drainage provisions are made for future phases of the Barrington development. At this time, the existing storm sewer for this phase will be tied into a central drainage system proposed along the future north/south collector street. The consulting engineers have been meeting with the City Public Works Director, the City Engineer and with representatives of Drainage District No. 6 regarding the overall drainage. WATER: An existing 8" water line will be extended south from Barrington Avenue to serve all lots with lines graduating from 8'", 6", 2" to I $I,. SANITARY SEWER SERVICE: An existing 12" sanitary sewer will be extended south from an easement to serve all lots with sewers graduating from 12", 1011, 811 to 4". FIRE PROTECTION: Fire protection is provided by Station #4, Gladys at West Lucas, Station No, 9, 7010 Gladys is also available. ADEQUACY The proposed and existing services and utilities OF SERVICE: are adequate to serve the new addition..