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HomeMy WebLinkAboutPaigebrooke Estates Prelimary Plat and Final Plat Information MEMO TO: Honorable Mayor and Members of the Board of Aldermen FROM: Mr. Trent Petty, Town Manager Mr. Stan Lowry, Town Attorney Mr. Jeff Williams, Town Engineer SUBJECT: Regular Meeting of March 8,2004 DATE: March 3, 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; therefore, 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 to accommodate the development. MEMO 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: 1. 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, indicate 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,please 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 supporting 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 (C-9) 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 calling 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. Allen & Ridinger Consulting,Inc. Transmittal 109 W. Main St. Date 02/06/2004 Job # 034-001 Lewisville,Texas To: Mr. Jeff Williams, P.E. 75057 Town Of Westlake 2650 J.T. Ottinger Road Westlake, Texas 76262 Re: Paigebrooke Estates-Preliminary and Final Plats We are sending you: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints/Plans ❑ Samples ❑ Specifications ❑ Change order Copies Date No. Description 6 Preliminary Plat and Civil Construction Plans 6 Final Plat and Civil Construction Plans 6 Tree Mitigation Tabulation Sheets for Preliminary Plat 6 Tree Mitigation Tabulation Sheets for Final Plat 1 Preliminary Plat Application 1 Final Plat Application These are transmitted as checked below. ® For your use ❑ Approved as submitted ❑ Resubmit copies for approval ❑ As requested ❑ Approved as noted ❑ Submit copies for distribution ® For review and comment ❑ Returned for corrections ❑ Return signed copies Remarks: Hand Delivery Copy to : File s Signed TEL 972 353 8000 FAX 972 353 8011 Dale Ridin r Allen & Ridinger Consulting,Inc. 109 W. Main St. Lewisville,Texas 75057 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: 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:Per our phone conversation on Friday,February 20, we have provided a 5'water and sanitary sewer easement, in addition to the 25'right-of-way dedication. b) Comment:The emergency access easement shall be 24'in width. Response: We have revised the emergency access easement 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 width. 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: The Approval Block has been provided on the Final Plat only. f) 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 provided on the Final Plat only. TEL 972 353 8000 FAX 972 353 8011 Allen & Ridinger Consulting,Inc. g) Continent: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 curves has been provided in the closure calculations. h) Comment:Please use the Town's standard dedication statement. Response: This statement has been provided on the Final Plat only. i) Comment:Two corners of the subdivision need to be tied to the Town's coordinate system. Response:,4 request for the Town's monuments was made on Friday,February 20. In addition, some additional field work by our surveyor will be required. This process is already underway and we are hopeful that we will be able to provide this 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: The plat has been revised to include a table with minimum finished floor elevations on the adjacent 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 Friday,February 20, we have provided a S'water and sanitary sewer easement, in addition to the 25'right-of-way dedication. b) Comment:The emergency access easement shall be 24'in width. Response: We have revised the emergency access easement 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 width. 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: The plat has been revised to include the correct Approval Block. Allen & Ridinger Consulting, Inc. fl Comment: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 revised to include the required 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 discrepancy has been corrected and a copy of the closure calculations has been provided. The angle and tangent for all curves has been provided in the closure calculations. h) Comment:Please use the Town's standard dedication statement. Response: The plat has been revised using the Town's standard dedication statement. i) Comment:Two comers 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 additional field work by our surveyor will be required. This process is already underway and we are hopeful that we will be able to provide this 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. The plat has been revised to include a table with minimum 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, Dale Ridinger 7" Vice President Cc file c]nsure.txt select figure: Figure Name: <mull> course: w 00-06-54 m Distance: 28I'3527 course: m 04-83-13 s Distance: 216.7680 course: m lO-SS-Zg E Distance: 43'6708 course: m 11-59-47 s Distance: 84'6100 course: w 09-16-43 E Distance: 43.I300 course: m 06-22-12 E uistance: 42.0600 course: m 03-45-I1 s oistance: 27.5300 course: w 81-25-45 s oistance: 340'9407 course: s 88-27-01 E oistance: 24'7453 course: w 0I-04-66 s uistance: I78'7730 Arc Length: 85.4130 Radius: 123'5749 Delta: 39-36-07 erc Length: 364'0830 Radius: 425.0000 Delta: -49-05-00 course: w 89-36-10 s oistance: 761'6703 course: s 00-23-50 s Distance: 60'0000 Arc Length: 18.447I Radius: 114'0000 Delta: 9-16-17 course: s 08-52-27 w mistance: 33.4378 Arc Length; 13.0I62 Radius: 86.0000 Delta: -9-16-17 course: s 00-23-50 s Distance: 20'0000 Arc Length: 90'8595 Radius: 225'0000 Delta: 23-08-23 course: s 22-44-33 w oistance: 24.6623 Press any key for more... Arc Length: 180'153I Radius: 125.0000 Delta: 82-34-34 course: m 74-40-53 w Distance: 69'2353 Arc Length: 59'1878 Radius: 225'0000 Delta: -15-03-06 course: m 89-43-59 w oistance: I76'0704 Arc Length: 67.6165 Radius: 175.0000 Delta: -18-51-50 course: s 71-24-11 w oistance: I85'5963 Arc Length: I56'8973 Radius: 175.0000 Delta: -51-22-08 course: s 30-02-03 w oistance: 97.7847 Arc Length: 46'3723 Radius: 175.0000 Delta: 15-10-57 course: s 35-13-00 w Distance: 29.3073 Arc Length: 78.4962 Radius: 125'0000 Delta: -95-58-48 course: s 00-45-48 e Distance: 95.3077 Arc Length: 119'5226 Radius: 50'0000 Delta: 136-57-46 course: s 13-48-02 s oistance: 234-3094 Arc Length: 61.4873 Radius: 150'3800 Delta: -22-06-16 course: s 56-35-12 w oistance: 20.3800 Arc Length: 55'0171 Radius: 150.0000 Delta: -21-18-14 course: s 45-I5-58 w Distance: 7.4000 Arc Length: 58.0216 Radius: 75'8000 Delta: 45-05-21 course: w 89-38-41 w Distance: 137'2420 Press any key for more. . . Perimeter: 4683'1858 Area: 620656'3673 14'2485 acres mapcheck closure - {uses listed courses & ccrso units} Error of closure: 0.00I27 course: s 51-14-15 E Precision 1: 3693I90.6I MAR. 16. 2004 2:14PM Graham Associates, Inc. N0, 7876 P. 2 Allen & Ridinge� Cansulfing, lnc. r 109 W. Main St. lewisvilie, Texas 75057 March 11, 2QC� Mr. 7eff Williams, P.E. Town Engiueer �own of Westlake 2650 J.T. t}ttinger Road W �tlake, Texas 76262 Re: Comuaent Responses for Paigebrooke �tates (Engineezang Comments) Dear Mc. Wiili�ams: Tb�� following is a�ist of responses alvng witl� the cozresponciing Town engiaeering co�ents. vt�e have addxessed the platting com�ents in our pre�vioua s��bmittal,_ Engince��ng 2. PXan and Frofile Sb,eets (C-2, C-3) a� The mi�oam� street widt2� zs 24°. Response: We have provided stcrbilizat�on .t ' beyond the edge ofPr�vement which provid�s a total stc�bilization width of 24'. ri tetter has bee,z subinXtted requ�stirrg appmval on this basis. b. Please �rovide a geot+eckroaical report indicaiiAg tihat the propased paving section as praper for the soil con�ditions and capab�e of supporting Town's emergency vehieles. Response: A geotc:chnical enGine�r has been hired mud we nre still awaiting his recommendations for the pavang section. We have revised the sections to in�:lude a statement that the ul#mate pctving section will be determined by tJie ge�stechraical engineer's r�ecommendations. e. The cul�de-sae should be 50' in diameter. Res,�ons�: The cul-de-sac has been revised tv 54' in diameter, 3_Grading Plan (C-6): The Emer�ez�cy Access Easement shautd be 24' wide. ,R�sponse: The plans have been revised to,�rovide the 24' wfdth. ■ TEL 972 353 80�0 FAX 972 353 8Q�1 MAR. 1b. 2004 2:14PM Gra6am Associates, Inc. NQ, 781b P. 3 Ailen & Ridinger Cansultrng, !n� 4. Xhainage Area Map, Storm Sewex and Erasion Contzal Plan (C-7) a. Provide a 5 year hydraulic anaXysis oi all ditcl�es a�ad a 104-year analysis o�all piges under the street. Itesponse: A'e have revised the plans to provide for d 5 y� hy�iraulic cmaZysu of the ditches. We have,�roviderl a S year hydraulic anrrlysis for all pipes ns required by code. In addition, we have overlancd relief at alC intet,s ta the existi�g lakes for 100 year events. b. Provide a drainage analysis of the lake to indicat� the 100-year watez surface. Indicate the miniu�um iinished flc�or e�evations on the Iofs as necessary. Respo�rse: Per our eonversation with Mr. i3'iCliams, ccn analysis of the e.xisring Irrkes is nvt necessary because our mini�num finished floors are safeiy above the dam elevations of the exrstrng lalc�s_ Minimum, finished itoors have been added to the Draanage Area Map as well as theglaf_ c. A pipe uuder Qttinger Road dischaz�es onto Lot 4. How is this to be handled on your t�ading Plan? A swale needs to be graded thxough the Iot to convey this flow to thc street Response: Because there are many trees thai would be affected by grarling a swale, and per our carrvc�rsation with Mr. {yiltir�ms, a note has been ar�rlerl to the Grading Flan requiring the builder to provide for the conveyance of drainage around the hame and to the existin� ditches in ,P'aig�brooke Court. d. fiow is tbc drainage to be l�dled at the intersectiom of Paigebrooke Co�t aad Dove Road? It . appeaxs that a pipe is needed hexe .ttesnor�se: An 18 " pi,�e with hendwalls and rack riprap has been adderl to convey the drainage. 5. Uiility Plan (C-8) a. Show tlie t�ation af the fire �.ydrant on i3ove Road Response: 77ie fire hydrar:t on Dove Rorul is now shown. b. Add a�ze hydrant at Statian� 2+OQ Response: The �lans have Ueen revised to include a ftre hydrant at STR. 2+00. c_ Show meter locat�ons $C the center of the �ot ,�esponse: The plans hr�v� been revised to show the meters at the center of the lots. 5. Water De�aai�ls (C-9) a. Cbamge the �'ire hydrant mote to read "Fire hyciirauts to be Mueller, M&� or approved equal" ltesponse: Tfie �,Irzn has been revised tr� rerzrl r�s requested. MAR. 16, 20Q4 2:14PM Graham Associates, Inc. N0. 7816 P. 4 A!!en & Ridinger Cansutdng, !n� b. Delete the "Single Wat�er Service" d�taal in the center af #he sb,eet. Response: The `'Sin�le Wuter Service " detail has been deXeted. e. Water servi,ces st�all. be 2" in size. Ck�ange �iI nates calling �or 1"polyethylene to 2". Response: All references to 1" serv�ce tiries have been revi.sed to 2' : d. Ghange note 3 to read a"Hydra-Storz connection" insteAd of a"4.5" pumper nozzle". Res�anse: The plan has been revEsed to read �s reqr�est� e. �Tot� 6 should read t1�at t�ae minimum depth of buxy i� 42" Response: The plan has be�n revised to read as requested. f. Revise Note �0 to read that msters are to be located at the centez ofthe lot. Response: The plcrn lurs been revised to rectd as requested. Ple�se be advised t�at a Traffic Coz�trol Plan for 4he intersectiom of Dove Road and Paigebrooke Cau�rc aud a Stomiwater �'ollution Prevention Pla�n will be required priar to beginnin� of can5�ucrion. Response: .4 T�rpot �aftic Cvntrot Plan has been added ta the plans. We concur, a Stornawa�er Pollution Prev�ention Plara will be provid'ed,privr.to the beginning of constructzarz. We a�pzeciate your help on this pxoject Please call if you liave any quesrians or cammsnts. 'Z'hank you, �� t l Dale Ridingcr �/�� Vice Preszdezrt ���i� MAR, 16.2004 2:15PM Graham Associates, Inc. N4. 7816 P. 5 Alten & Ridinger ConeulNng, Inc. ��Gh r l, Zooa� N�c. Je�i'VV3llia�na, P.E. Tawn Engineer Town. of Westlake 2654 J.T. Clttin,ger Road WestI�ke, Texas 76262 Yte: Paigebrooke Estates - Pavement'VVidt�s Dear Mr. WilliFUns: ■ 909 W. Main St. Lewisville, 7exas 75057 This letker is in response to your comoa�,ents rcgar�ding the pavemee�t widtv of Paxgebroake Bstates. As you are aware we are providing a 22' wide paved stzeet s�ction rvith apprapriate stabilizataom of the subgrade. The subgrade for the pavement secti4�u extends 1' beyond thc pa�ved surface coaxse �or the roadwap. We be�Zeve this stabilization should be considered in th� evaauation o� our pavement sections. �y stabilizing beyond tk�e surface coarse we ai�e effectively praviding a 24' sectian. '�`our favorable ruling on tk.as xtem would be ap�ciated. '1�V'e appreciate your continued help on tk�i.s �rojeat. 1'lease ca11 if you Iiave any questions az comments. Thank You, � +� Dale Ri�di�nger �%� V'xce �esidenC Cc �le ■ '��L 972 353 8000 FAX 972 353 8011