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HomeMy WebLinkAboutPaigebrooke Estates Prelimary Plat and Final Plat Information� TO: Planning and Zoning Commission FROM: Mr. Trent Petty, Town Manager Mr. Stan Lowry, Tawn Attorney Mr. Jeff Williams, Town Engineer SUBJECT: Regular Meeting of February 26, 2004 DATE: February 23, 2004 ITEM Consider a preliminary plat (14.248 acres) and final plat (12.248 acres) for the Paigebrook Estates addition located approximately on the southeast corner of Ottinger Road and Dove Road. RECOMMENDATION The preliminary and final plats are in accordance with the applicable ordinances of the Town; therefore, the Staff recommends adoption of the preliminary and final plats. BACKGROUND The preliminary plat reflects subdividing the property into six (6}, two (2) acre residential lots. The final plat excludes the lot on Ottinger Road that contains an existing house; therefare, the final plat contains only five (5) lots. The remainder of the property remains unplatted and contains the existing homes/structures on the property. The final plat also reflects the necessary access, drainage, and utility easements ta accommodate the development. � TO: Michael Allen, P.E. Allen & Ridinger Consulting, Inc. FROM: David McCarver, P.E. Town of Westlake RE: Paigebrooke Estates Plat and Construction Plans DATE: February 17, 2004 We have completed our review of the plat and plans for the referenced subdivision and have the following comments: l. Final Plat a. The required right-of-way width is 60' on Ottinger Road. Half of this width or 30' must be dedicated on this plat. b. The Emergency Access Easement shall be 24' in width. c. The water line easement at the end of the cul-de-sac should be 15' wide. d. The right-of-way on Dove Road was dedicated previously by separate instrument. Show the full width of the right-of-way dedication on Dove Road and the various dimensions. e. Correct the Approval Block for the Town officials. Both the Town Secretary and Mayor will sign. f. Add the required note concerning the selling of a portion of the addition by metes and bounds being a violation. g. We are unable to get the legal description to close. There is a discrepancy between the legal and the drawing in the ninth call. Please provide a copy of your closure calculations. In addition, iildicate the angle and tangent for all curves. h. Please use the Town's standard dedication statement. i. Two corners of the subdivision need to be tied to the Town's coordinate system. j. Since the subdivision abuts a lake, piease determine the minimum finished floor elevation on the adjacent lots. 2. Plan and Profile Sheets (C-2, C-3) a. The minimum street width is 24'. b. Please provide a geotechnical report indicating that the proposed paving section is proper for the soil conditions and capable of supparting Town's emergency vehicles. c. The cul-de-sac should be 50' in diameter. 3. Grading Plan (C-6): The Emergency Access Easement should be 24' wide. 4. Drainage Area Map, Storm Sewer and Erosion Control Plan (C-7} a. Provide a 5-year hydraulic analysis of all ditches and a 100-year analysis of all pipes under the street. b. Provide a drainage analysis of the lake to indicate the 100-year water surface. Indicate the minimum finished floor elevations on the lots as necessary. c. A pipe under Ottinger Road discharges onto Lot 4. How is this to be handled on your Grading Plan? A swale needs to be graded through the lot to convey this flow to the street. d. How is the drainage to be handled at the intersection of Paigebrooke Court and Dove Road? It appears that a pipe is needed here. 5. Utility Plan (C-8) a. Show the location of the fire hydrant on Dove Road. b. Add a fire hydrant at Station 2+00. c. Show meter locations at the center of the lot. 6. Water Details (G9) a. Change fire hydrant note to read "Fire hydrants to be Mueller, M& H or approved equal." b. Delete the "Single Water Service" detail in the center of the sheet. c. Water services shall be 2" in size. Change all notes caliing for 1" polyethylene to 2". d. Change Note 3 to read a"Hydra-Storz connection" instead of a"4.5" pumper nozzle". e. Note 6 should read that the minimum depth of bury is 42". f. Revise Note 10 to read that meters are to be located at the center of the lot. Please be advised that a Traffic Control Plan for the intersection of Dove Road and Paigebrooke Court and a Stormwater Pollution Prevention Plan will be required prior to beginning of construction. Please address these comments and submit three (3} sets of revised construction plans for the Town's review. If you should have any questions, please do not hesitate to call on me. Page 1 of 1 Ginger Crosswy From: Lowry, L. Stanton [LSLowry@boyle-lowry.com] Sent: Friday, February 20, 2004 2:45 PM To: 'Schneider, Joe ; 'tpetty@westlake-tx.org' Cc: jwilliams@grahamcivil.com; Ginger Crosswy; Arie Head (headaa@c-b.com) Subject: RE: Land Use Map Thanks. -----Original Message----- From: Schneider, 7oe [mailto:joe.schneider@hiliwood.com] Sent: Friday, February 20, 2004 2:45 PM To: 'Lowry, L. Stanton'; 'tpetty@westlake-tx.org' Cc: jwilliams@grahamciviLcom; Ginger Crosswy; Aric Head (headaa@o-b.com) Subject: RE: Land Use Map We'll get it on there. We are updating it per TrenYs comments Cali me with questions. Thanks Joseph C. Schneider Hillwood Properties joe.schneider c�r hillwood.com 817-?24-6054 (voice} 817-360-5611 (cell) 817-224-6061 (fax) www . al li ancetexas. com. -----Original Message----- From: Lowry, �. Stanton [mailto:LSLowry@boyle-lowry.com] Sent: Friday, February 20, 2004 2:42 PM To: 'Schneider, Joe'; 'tpetty@westlake-bc.org' Cc: jwilliams@grahamcivil.com; Ginger Crosswy Subject: Land Use Map I'm drafting the ordinance adopting the new Land Use Map and will have it ready this afternoon. Joe, I need to you add a notation on the Land Use Map that is required by Section 213.005 of the Local Government Cade that reads as follows: "A comprehensive plan shall not constitute zoning regulations or establish zoning district boundaries." L. Stanton Lowry Boyle & Lowry, L.L.P. 4201 Wingren Plaza Suite #108 Irving, TX 75062 (972) 650-7102 Office (972) 650-7105 Facsimile 2/23/2004 Allen & Ridinger Consulting, Jnc. Transmittai Date 02/23/2004 Job # 034-001 To: Jeff Williams, P.E. Town of Westlake 2650 J.T. Ottinger Road Westlake, TX 76262 Re: Paigebrooke Estates (Preliminary and Final Plat) We are sending you: � Attached ❑ Shop Drawings 109 W. Main St. Lewisville, Texas 75057 ❑ Under separate cover via the foilowing items: ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change order Copies Date No. Description 15 Preliminary Plat 15 Final Plat 1 City Comments and Responses 1 Final Plat Closure Calculations These are transmitted as checked be/ow: � For your use ❑ Approved as submitted ❑ As requested ❑ Approved as noted ❑ For review and comment ❑ Returned for corrections Remarks: ■ TEL 972 353 8000 FAX 972 353 8011 ❑ Resubmit ❑ Submit ❑ Return _ copies for approval copies for distribution signed copies Hand Delivered Copy to : Fi�e ' . Signed ���" Dale Ridin er Allen & Ridinger Consulting, lnc. February 23, 2004 Mr. Jeff Williams, P.E. Town Engineer Town of Westlake 2650 J.T. Ottinger Road Westlake, Texas 76262 Re: Comment Responses for Paigebrooke Estates (Preliminary & Final Plats) Dear Mr. Williams: � 109 W. Main St. l.ewisville, Texas 75057 The following is a list of responses along with the corresponding Town comments. We have addressed the platting comments only at this time. We will address engineering comments at a later date and will submit the construction plans as soon as possible. Preliminary Plat a) Comment: The required right-of-way width is 60' on Ottinger Road. Half of this width or 30' must be dedicated on this plat. Response: Pe�� ou�• phone conversation on Friday, Februmy 20, we have providerl a 5' water ancl sanitary sewer easement, in addition to the 25' right-of-way derlication. b) Comment: The emergency access easement shall be 24' in width. Response: We have revised the emergency access easernent to 24' in width. c) Comment: The water line easement at the end of the cul-de-sac should be 15' wide. Response: We have revised the water line easement to 15' in wi�lth. d) Comment: The right-of-way on Dove Road was dedicated previously by separate instrument. Show the full width of the right-of-way dedication on Dove Road and the various dimensions. Response: We have revised the plat to show the full width of the right-of-way dedication on Dove Road along with the dimensions. e) Comment: Correct the Approval Block for the Town officials. Both the Town Secretary and Mayor will sign. Response: ?'he Approval Block has been pr•ovided on the Final Plat only. fl Comment: Add the required note concerning the selling of a portion of the addition by metes and bounds being a violation. Response: This note has been provi�led on the Firzal Plat only. ■ TEL 972 353 8000 FAX 972 353 8011 Alien & Ridinger Consulting, lnc. g) Comment: We are unable to get the legal description to close. There is a discrepancy between the legal and the drawing in the ninth call. Please provide a copy of your closure calculations. In addition, indicate the angle and tangent for all curves. Response: The discrepancy has been corrected and a copy of the closure calculations has been provided. The angle and tangent for all cu�ves has been provicied in the closure calculations. h) Comment: Please use the Town's standard dedicarion statement. Response: This statement has been provided on the Final Plczt only. i) Comment: Two corners of the subdivision need to be tied to the Town's coordinate system. Response.• A request for the Town's moraurnents was made on Friday, February 20. In addition, some a�lditional field wo�•k by our surveyor will be reqasired. This pr•ocess is already underway antl we a�•e hopeful that we will be able to pr•ovide this iraformation pr•ior to Thursday's meeting. j) Comment: Since the subdivision abuts a lake, please deternune the minimum finished floor elevations on the adjacent lots. Response.• The plat has been revised to inclucle a tabde with minimum finished,floor elevations on the a�ljacent lots. Final Plat a) Comment: The required right-of-way width is 60' on Ottinger Road. Half of this width or 30' must be dedicated on this plat. Response: Per our� phone conversation on Friclay, Febra�a�y 20, we have proviclecl a 5' water and sanitary sewer easement, in addition to the 25' right-of-way cleclieation. b} Cornment: The emergency access easement shall be 24' in width. Response: We have 1•evised the emer�gency access easement to 24' in wicZth. c) Comment: The water line easement at the end of the cul-de-sac should be 15' wide. Response: We have revised the water line easement to I S' in width. d) Comment: The right-of-way on Dove Road was dedicated previously by separate inshument. Show the full width of the right-of-way dedication on Dove Road and the various dimensions. Response: We have revised the plat to show the full width of the right-of-way dedication on Dove Road along with the dimensions. e) Comment: Correct the Approval Block for the Town officials. Both the Town Secretary and Mayor will sign. Response: The plat has been revised to include the correct Approval Block. Allen & Ridinger Consulting, lnc. �} Cornment: Add the required note concerning the selling of a portion of the addition by metes and bounds being a violation. Response: The plat has been �•evised to include the r�equired note. g) Comment: We are unable to get the legal description to close. There is a discrepancy between the legal and the drawing in the ninth call. Please provide a copy of your closure calculations. In addition, indicate the angle and tangent for all curves. Response: The dzscrepancy has been correctecl and a copy of the closure calculations has been provided. The angle and tangent for all curves has been provided in the closu�•e calculations. h) Comment: Please use the Town's standard dedication statement. Response: The plat has been revisecl using the Town 's stan�lm�d dedication statement. i) Comment: Two corners of the subdivision need to be tied to the Town's coordinate system. Response.• A request for the Town's monuments was made on Friday, February 20. In addition, some ad�litio�aal field work by our su�veyor wilt be f�equirecl. This proeess is alreacly underway an�l we ar•e hopeful that we will be able to provide tlzis information prior to Thursday's meeting. j) Comment: Since the subdivision abuts a lake, please determine the minimum finished floor elevations on the adjacent lots. Response: 7'he plat has been revised to inclu�te a table witlz rninimum finished floor elevations on the adjacent lots. We appreciate your help on this project. Please call if you have any questions or comments. Thank you, . 1 � Dale Ridinger ,'� Vice President Cc file select figure: Figure Name: <NUII> course: N 00-06-54 w course: N 04-Q3-13 E Course: N 10-59-29 E Course: N 11-59-47 E Course: N 09-16-43 E Caurse: N 06-22-12 E course: N 03-46-11 E Course: N 01-25-46 E Caurse: S 88-27-Q1 E course: N 01-04-56 E Arc �ength: 85.4130 Arc �ength: 364.Q830 Course: N 89-36-10 E Course: S 00-23-SO E Arc �ength: 18.4471 course: s 08-52-27 w Arc �ength: 13.9162 course: s 00-23-50 E Arc �ength: 90.8695 Course: 5 22-44-33 w Press any key for more... Arc Length: 180.1531 Course: N 74-40-53 w Arc �ength: 59.1078 course: N 89-43-59 w arc �ength: 57.6165 Course: 5 71-24-11 w Arc Length: 156.8973 course: S 20-02-03 w Arc �ength: 46.3723 Course: s 35-13-00 w Arc �ength: 78.4962 Course: 5 00-45-48 E arc Length: 119.5226 Caurse: S 13-48-02 E Arc �ength: 61.4873 Course: s 66-35-12 w Arc Length: 55.8171 course: s 45-15-58 w Arc �ength: 59.0216 Course: N 89-38-41 w Press any key for more... Perimeter: 4683.1858 Closure.txt �istance: 281.3527 oistance: 216.76U0 oistance: 43.6700 �istance: 84.6100 aistance: 43.13d0 �istance: 42.0500 oistance: 27.530d �istance: 34Q.9407 �istance: 24.7453 Distance: 178.7730 Radius: 123.5749 Radius: 425.00OQ Distance: 761.6703 Distance: 50.0000 Radius: 114.Q000 aistance: 33.4378 Radius: 86.Q000 Oistance: 2Q.0000 Radius: 225.Q000 aistance: 24.6623 Radius: 125.0000 �istance: 69.2353 Radius: 225.4000 Distance: 176.0704 Radius: 175.0000 pistance: 195.5963 Radius: 175.Q000 Distance: 97.7847 Radius: 175.0000 �istance: 29.3073 Radius: 125.0400 �istance: 95.3077 Radius: 50.0000 Distance: 234.3094 Radius: 159.3800 �istance: 20.3800 Radius: 150.00flQ Distance: 7.4Q00 Radius: 75.00OQ �istance: 137.2420 Area: 620666.3673 14.2485 acres Iwapcheck closure -<Uses listed courses & coco units) Error of Closure: O.Od127 Course: S 51-14-15 E Precision 1: 3693198.61 oelta: 39-36-07 oelta: -49-05-QQ oelta: 9-16-17 �elta: -9-26-17 �elta: 23-08-23 Delta: 82-34-34 oelta: -15-03-06 Delta: -18-51-50 Delta: -S1-22-d8 �elta: 15-10-57 �elta: -35-58-48 �elta: 136-57-46 �elta: -22-06-15 Delta: -21-19-14 Delta: 45-05-21