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01.06.15 PZ Packet ] 1. Call to Order / Roll Call. 2. Pledge of Allegiance. CONSENT AGENDA (Items placed on the Consent Agenda are considered routine in nature and are considered non-controversial. The Consent Agenda can be acted upon in one motion. A Planning & Zoning Commissioner may remove any item for discussion and separate action. Planning & Zoning Commissioners may vote nay on any single item without comment and may submit written comments as part of the official record.) 3a. Consider and act upon minutes from the December 16, 2014 Regular Planning & Zoning Commission meeting. 3b. Consider and act upon an extension of a preliminary plat for Meadowbrook, being 642 single family residential lots on 230.0± acres, located on the south side of First Street, 900± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D11-0006). 3c. Consider and act upon an amending plat for Tanner’s Mill, Phase 1B, Block X, Lots 2, 7, and 8, on 49.1± acres, located on the west side of Preston Road, 2,000± feet north of Prosper Trail. The property is zoned Planned Development-22 (PD-22). (D14-0085). 3d. Consider and act upon a preliminary plat for Meadowbrook Collector, on 4.0± acres, located on the north side of US 380, 3,500± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D14-0090). 3e. Consider and act upon a preliminary plat for Meadowbrook, being 645 single family residential lots, on 236.5± acres, located on the south side of First Street, 900± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D14-0091). REGULAR AGENDA (If you wish to address the Planning & Zoning Commission during the regular agenda, please fill out a “Speaker Request Form” and present it to the Chair prior to the meeting. Citizens wishing to address the Planning & Zoning Commission for items listed as public hearings will be recognized by the Chair. Those wishing to speak on a non-public hearing related item will be recognized on a case-by-case basis, at the discretion of the Planning & Zoning Commission.) 4. Possibly direct Town Staff to schedule topic(s) for discussion at a future meeting. 5. Adjourn. Note: The order in which items are heard on the agenda is subject to change. AGENDA Regular Meeting of the Prosper Planning & Zoning Commission 108 W. Broadway St., Prosper, Texas Town of Prosper Municipal Chambers Tuesday, January 6, 2015 6:00 p.m. Prosper is a place where everyone matters. Page 1 of 2 CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted on the inside window at the Town Hall of the Town of Prosper, Texas, a place convenient and readily accessible to the general public at all times, and said Notice was posted on January 2, 2015, at 5:00 p.m. and remained so posted at least 72 hours before said meeting was convened. ________________________________________ _________________________ Robyn Battle, Town Secretary Date Noticed Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. NOTICE Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with approval of a majority vote of the Planning & Zoning Commission. NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Planning & Zoning Commission meetings are wheelchair accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569-1011 at least 48 hours prior to the meeting time. Page 2 of 2 ] 1. Call to Order / Roll Call. The meeting was called to order at 6:00 p.m. Commissioners present: Chair Mike McClung, Vice Chair Craig Moody, Secretary Chris Keith, David Snyder, and John Alzner. Commissioners absent: Brian Barnes, and John Hema Staff present: John Webb, Director of Development Services; and Alex Glushko, Senior Planner. 2. Recitation of Pledge of Allegiance. CONSENT AGENDA 3a. Consider and act upon minutes from the December 2, 2014 Regular Planning & Zoning Commission meeting. 3b. Consider and act upon a final plat of Prosper Trail and Shawnee Trail, being a segment of Prosper Trail and a segment of Shawnee Trail, being 9.2± acres, located at the intersection of Prosper Trail and future Shawnee Trail as shown on the Town’s Thoroughfare Plan. (D14-0081). 3c. Consider and act upon a site plan for Windsong Ranch, Block A, Lot 15 (Windsong Ranch Amenity Center Tennis Courts), on 12.3± acres, located on the east side of Windsong Parkway, 2,000± feet north of US 380. The property is zoned Planned Development-40 (PD- 40). (D14-0082). Motioned by Snyder, seconded by Keith, to approve the consent agenda subject to staff recommendations. Motion approved 5-0. REGULAR AGENDA 4. Conduct a Public Hearing, and consider a request to rezone 9.4± acres from Agricultural (A) to Planned Development-Single Family-12.5 (PD-SF-12.5), located 500± feet north of Prosper Trail, 3,000± feet west of Dallas Parkway. The property is zoned Agricultural (A). (Z14-0016). Glushko: Summarized the request and provided information on the surrounding zoning. Presented information on the exhibits submitted by the applicant. Stated staff has received one public hearing reply form, not in opposition to the zoning change. Noted that even though the applicant amended the exhibit to provide for four (4) lots a minimum of 15,000 square feet, staff is recommending denial due to non- conformance with the Future Land Use Plan which recommends lot sizes between 15,000 square feet to MINUTES Regular Meeting of the Prosper Planning & Zoning Commission 108 W. Broadway St., Prosper, Texas Town of Prosper Municipal Chambers Tuesday, December 16, 2014, 6:00 p.m. Prosper is a place where everyone matters. Town of Prosper Planning and Zoning Commission Regular Meeting Minutes December 16, 2014 1+ acre (the remaining fourteen lots will range in size from 12,500 square feet to 13,188 square feet). The proposed exhibit will yield a density of 1.9 units/acre. The Future Land Use Plan recommends a maximum density of 1.6 units/acre. Public Hearing opened by Chair McClung. Rob Baldwin (applicant): Noted that per direction of the Commission, he re-evaluated the proposal to determine where the size of the lots could be increased. He noted that four (4) of the eighteen (18) lots were revised to be in excess of 15,000 square feet; those lots being Block A, Lots 12-14 and Block B, Lot 8. He indicated that the Comprehensive Plan is a guide for development, and he believes the proposal meets the intent of the Plan. He also noted the Planned Development would establish enhanced standards as noted in Exhibit C and indicated that even though the PD will require a minimum house size of 2,500 square feet, the houses will probably be 4,000 square feet. He requested approval of the application. There being no other speakers, the Public Hearing was closed by Chair McClung. Commission Discussion. Several of the Commissioners thanked Mr. Baldwin for increasing the size of the lots. The members indicated that even though the entirety of the development did not meet the minimum requirement for 15,000 square foot lots, improvements had been made to the exhibit in terms of lot size in addition to the enhanced development standards. Several members indicated the request was appropriate. Commissioner Snyder indicated that he believed the request did not warrant a deviation from the Future Land Use Plan. Motioned by Keith, seconded by Moody to approve the request as submitted. Motion approved 4-1 (Snyder opposed). 5. Comprehensive Plan Implementation Action Items. Webb: Summarized the current list of the Comprehensive Plan Implementation Action items. He noted that per direction of the Council and as discussed at the recent Joint Work Session, staff was working on a draft of amendments to various residential design and development standards. He noted the Council was provided an overview of the list of topics at the December 9th Town Council meeting. He indicated staff would provide the Council and Commission the opportunity to review the recommended amendments prior to consideration at a future public hearing. 6. Possibly direct Town Staff to schedule topic(s) for discussion at a future meeting. No items were discussed. 7. Adjourn. Motioned by Keith, seconded by Moody to adjourn. Motion passed 5-0 at 6:35 p.m. ________________________________________ _________________________ Alex Glushko, Senior Planner Chris Keith, Secretary Page 2 of 2 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – January 6, 2015 Agenda Item: Consider and act upon an extension of a preliminary plat for Meadowbrook, being 642 single family residential lots on 230.0± acres, located on the south side of First Street, 900± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D11-0006). Description of Agenda Item: On December 18, 2012, the Planning & Zoning Commission approved a preliminary plat for Meadowbrook. Section 7.6.7 of the Subdivision Ordinance states, “if no development has occurred, any Preliminary Plat accepted by the Commission shall expire and become null and void two (2) years following the conditional acceptance, unless an extension of time is applied for prior to expiration and granted by the Commission. The Commission may, upon the application of the Subdivider, extend the conditional acceptance of the Preliminary Plat up to six (6) months.” An application for the extension of this subdivision was applied for on December 8, 2014, along with a letter detailing the purpose for the request for an extension, which is attached for reference. Budget Impact: There are no significant budget implications associated with the extension of this preliminary plat. Legal Obligations and Review: The preliminary plat meets minimum development requirements. Attached Documents: 1. The extension request letter. 2. The approved preliminary plat. Town Staff Recommendation: Town staff recommends approval of the extension of the preliminary plat. Prosper is a place where everyone matters. PLANNING Page 1 of 1 W Z X X 31’ B-B 50’ ROW TYPICAL PAVEMENT SECTION (31’ B-B) N.T.S. 4" CROWN 1/4 "/FT 1/4 "/FT 2’ TYP. 4.0’4.0’ 6"-3500 psi REINF. CONC. PVMT. #3 BARS 24" O.C.B.W. 9.5’9.5’ CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH FIRST STREET GREENSPOINT PHASE I VOL. 2006, PG. 345 PROS P E R M I D D L E S C H O O L N O . 2 A D D I T I O N BLOCK A , L O T S 1 & 2 (LOR E N E R O G E R S M I D D L E S C H O O L ) DOC. N O . 2 0 0 8 1 2 0 8 0 1 0 0 0 4 2 4 0COIT ROAD170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3 75’ PI P E L I N E E S M T . VOL. 52 1 4 , P G . 2 3 0 1 50’ BI - S T O N E F U E L C O . E S M T . VOL. 6 0 8 , P G . 8 6 PHAS E I PHAS E I I PHAS E I I PHAS E I I PHAS E I I I PHAS E I I I 0 100 200 400 SCALE: 1" = 200’ OVERALL EXHIBIT PRELIMINARY PLATTREE LINETREE LINETREE LINETREE LINETREE LINETREE LINETREE LINE TREE LINETREE LINETR E E L I N E TREE LINETREE LINE TR E E L IN E T R E E L I N E TREE LINE TREE LINETREE LINETREE L I N E 75’ PI P E L I N E E S M T . VOL. 5 2 1 4 , P G . 2 3 0 1 55 PROSPER, LP. PHAS E I PHAS E I PHAS E I PHAS E I I I PHAS E I V PHAS E I V 31’ B-B 60’ ROW TYPICAL PAVEMENT SECTION (31’ B-B) N.T.S. 4" CROWN 1/4 "/FT 1/4 "/FT 4.0’4.0’ 6"-3500 psi REINF. CONC. PVMT. #3 BARS 24" O.C.B.W. NO DRIVEWAY ACCESS FROM A 60’ R.O.W. 14.5’14.5’15’ SIDEYARDBUILDING LINE20’ FRONT BUILDING LINE 20’ REAR BUILDING LINE PROPOSED STREETPROPOSED STREET15’ SIDEYARDBUILDING LINE20’ FRONT BUILDING LINE 20’ REAR BUILDING LINE PROPOSED STREETPROPOSED STREETTYPICAL DETAIL FOR ’C’ LOTS TYPICAL DETAIL FOR ’D’ LOTS N.T.S. N.T.S.5’ SIDEYARDBUILDING LINE(TYP.)7’ SIDEYARDBUILDING LINE(TYP.)MIN. 9,000 SF MIN. LOT WIDTH 70’ MIN. 7,000 SF MIN. LOT WIDTH 55’TRACT B-PD 25TRACT A-PD 25TRACT B-PD 25TRACT A-PD 25MEADOWBROOK TOTAL ACRES TOTAL LOTS 229.994 642 JAMES STONE SURVEY ABSTRACT NO. 847 C. WILLIAMSON SURVEY ABSTRACT NO. 948 JAMES STONE SURVEY ABSTRACT NO. 847 C. WILLIAMSON SURVEY ABSTRACT NO. 948 SPENCER GRAHAM SURVEY ASBTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 SPENCER GRAHAM SURVEY ASBTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 25’ LANDSCAPE BUFFER6’ SIDEWALK CONTINUOUS ORNAMENTAL FENCE AND LIVING SCREENING (TYP.)(VARIABLE R.O.W.)SHEET 1 OF 6 SHEET 2 OF 6 SHEET 5 OF 6 SHEET 5 OF 6 SHEET 5 OF 6SHEET 4 OF 6SHEET 6 OF 6 SHEET 4 OF 6SHEET 2 OF 6SHEET 3 OF 6SHEET 4 OF 6 SHEET 3 OF 6SHEET 2 OF 6SHEET 3 OF 64’ SIDEWALK CONTINUOUS ORNAMENTAL FENCE AND LIVING SCREENING (TYP.) NOTES: C.M. - Controlling Monuments H.O.A. - Homeowners Association B.L. - Building Line D.E. - Drainage Easements 2. LEGEND 1. Bearings are referenced to a 117.3307 acre tract, as described in Deed 2004-132951, in the Deed Records of Denton County, Texas. S.S.E. - Sanitary Sewer Easements. - Phase line - Existing Tree Line - Street Name Change - Indicates front yard ALL STREETS TO BE 50’ R.O.W. UNLESS OTHERWISE NOTED TYPE C LOTS TYPE D LOTS 411 231 - 8’ Hike & Bike Trail 8’ MEANDERING HIKE & BIKE TRAIL (100’-200’ RADIUS) 25’ LANDSCAPE BUFFER BERMS & PLANTINGS TO CONFIRM TO TOWN’S ORDINANCE TRACT A ACRES TRACT B ACRES 112.941 117.053 60’ 100’ 100’ 90’ R.O.W.100’100’71’25’ L AN DSCAPE BUFFER 2 5’ L ANDSCAPE BUFFER 1" = 200’ DECEMBER 2012 PARK DEDICATION TO THE TOWN OF PROSPER 17.5 AC. PARK D E D I C A T I O N TO THE T O W N O F P R O S P E R 5.0 AC . (INSI D E 1 7 0 ’ T P & L E S M T . ) 6" LIME STABILIZED SUBGRADE PER TOWN OF PROSPER REQUIREMENTS, 6" LIME STABILIZED SUBGRADE PER TOWN OF PROSPER REQUIREMENTS, PROP O S E D SCHO O L S I T E (12.3 2 0 A C R E S ) 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : L O W D E N S I T Y R E S I D E N T I A L ZONIN G P D - 3 9 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D - 2 5 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 COIT 18 PARTNERS, L T D . DOC. NO. 200704230005 4 5 1 4 0 FLUP: MEDIUM DENS I T Y R E S I D E N T I A L ZONING SF-15 - Open Spaces owned and maintained by H.O.A. (LOT 19 BLK A, LOT 31 BLK B, LOT 36 BLK C, LOT 18 BLK E, LOT 54 BLK G, LOT 16 BLK H, LOT 7 BLK I, LOT 17, BLK N, LOT 5, BLK Q, LOT 70 BLK T, LOT 35 BLK U, LOT 34 BLK V, & LOTS 11, 16 BLK X) US 380COIT ROADCUSTER ROADFIRST STREET PROJECT LOCATION LOCATION MAP N.T.S. V.A.M. - Visibility Access Easement OPEN SPACE DEDICATED TO AND MAINTAINED BY THE HOA LOT 19 BLOCK A 8.562 ACRES 3. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 4. All fences adjacent to parks or open spaces shall be ornamental metal. 5. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and does not set the alignment. The alignment is determined at time of final plat. 6. No floodplain exists on site.(VOL. 5844, PG. 4500)S00%%d45’49"W 490.37’ = 42^10’43" R= 680.00’ T= 262.24’ L= 500.58’ C= 489.36’ B= S33^50’16"W = 30^29’34" R= 470.00’ T= 128.10’ L= 250.13’ C= 247.19’ B= S39^40’50"W = 56^04’09" R= 1080.00’ T= 575.08’ L= 1056.88’ C= 1015.21’ B= S52^28’08"E A A B B B C C C D E E F F F G G G H I I J J K K L L M M N N M M O O O P P P P Q R R S S T T T U U V S00%%d41’30"W 1417.45’N89%%d26’48"W 1104.33’N00%%d06’15"E 406.20’N00%%d04’52"E 1461.48’S89%%d38’35"E 969.49’ N89%%d34’25"W 944.89’ N68%% d 3 1 ’ 2 2 " E 3 0 1 . 2 2 ’ N88%%d11’02"E 941.97’ = 22^07’10" R= 1150.00’ T= 224.78’ L= 443.97’ C= 441.21’ B= N79^34’57"E = 19^39’40" R= 1250.00’ T= 216.60’ L= 428.94’ C= 426.84’ B= N78^21’12"E = 21^03’05" R= 740.00’ T= 140.84’ L= 278.35’ C= 276.71’ B= S44^06’59"E = 54^50’24" R= 860.00’ T= 446.16’ L= 823.14’ C= 792.08’ B= S27^28’19"E = 11^02’40" R= 62.00’ T= ----’ L= 127.74’ C= 106.31’ B= S29^13’16"E = 54^50’24" R= 800.00’ T= 415.04’ L= 765.71’ C= 736.82’ B= N27^28’19"W = 21^42’33" R= 800.00’ T= 153.40’ L= 303.12’ C= 301.31’ B= N44^02’15"W = 20^58’45" R= 800.00’ T= 148.12’ L= 292.92’ C= 291.29’ B= N14^36’44"W = 126^02’26" R= 62.00’ T= 446.16’ L= 121.79’ C= 110.50’ B= N29^10’49"W C1C2STREE T B STREET B STREE T B S T R E E T C ST R E E T E STREET D STREET F STREET G ST R E E T H STREET I STREET JST R E E T J S T R E E T J S T R E E T H STREET K STREET J STREET MSTREET O STREET P STR EET P STREE T Q S T R E E T R S T R E E T S S T R E E T U S T R E E T W STREET X STREET YSTREET ZSTREET AA STREET V STREET AASTREET BBSTREET CCSTREET DDSTREET EE STREET FFSTREET HH STREET IISTREET JJSTREE T G G STREET G G STREET KKSTREET KKSTREET LL Y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 12345678 9 10 11 12 13 14 15 16 17181920 21 22 23 24 25 26 27 28 29 30313233343536 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 10 1 2 3 4 5 6 7 8 9 11 12 13 14 15 1 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29303132 33 34 35 36 37 38 39 40 41 42 43 1234567 8 9 10 11 12 13 14 15 16 171819202122 23 24 25 26 27 28 29 30 31 32 33 34 353637383940 41 42 43 44 45 46 1 1 2 3 4 567 2 3 4 5 6 7 8 9 10 10 1 2 3 4 5 6 7 8 9 10 1234567891011121314151617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1 2 3 4 5 6 7 891011121314 15 16 17 18 19 20 21 22 23 24 25 26 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17181920212223 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 44 89 1 1 2 3 4 5 6789 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 12 13 14 15 36 37 38 39 28 293031323334 N51%% d 4 5 ’ 0 9 " E 2 2 8 0 . 0 6 ’ S89%%d21’28"E 212.42’ N89%%d35’37"W 1769.24’ N00^32’10"E 73.30’ = 01^12’43" R= 1200.00’ T= 12.69’ L= 25.38’ C= 25.38’ B= N04^43’43"W 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718192021222324252627282930313233 V 2 3 4 5 6 7 8 9 11 12 13 14 15 S 3 8 % % d 1 4 ’ 5 1 " E 1 4 5 . 2 9 ’S00%%d18’44"W 444.50’STREET A SPENCER GRAHAM SURVEY ASBTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3 170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3COIT ROAD(VARIABLE R.O.W.)FIRST STREET GREENSPOINT PHASE I VOL. 2006, PG. 345 162 PROSPER, L.P. CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE PRELIMINARY PLAT MEADOWBROOK TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH 0 50 100 200 SCALE: 1" = 100’ PHAS E I PHAS E I I PHAS E I PHAS E I I I 55 PROSPER, LP.17’VARIABLE R.O.W. DEDICATION PHAS E I 25’ LAN DSC APE BU FFERFUTURE90’ R.O.W.SHEET 2 OF 6 SHEET 5 OF 6 SHEET 2 OF 6 SHEET 4 OF 6SHEET 5 OF 6SHEET 2 OF 6 SHEET 4 OF 6 SHEET 2 OF 6SHEET 3 OF 6SHEET 2 OF 6SHEET 3 OF 6 NOTES: C.M. - Controlling Monuments H.O.A. - Homeowners Association B.L. - Building Line D.E. - Drainage Easements 2. LEGEND 1. Bearings are referenced to a 117.3307 acre tract, as described in Deed 2004-132951, in the Deed Records of Denton County, Texas. S.S.E. - Sanitary Sewer Easements. - Phase line - Existing Tree Line - Street Name Change - Indicates front yard - 8’ Hike & Bike Trail 5 ’ LANDSCAPEBUFFERSCALE 1" = 100’ DECEMBER 2012 OPEN SPACE DEDICATED TO AND MAINTAINED BY THE HOA LOT 19 BLOCK A 8.562 ACRES PARK DEDICATION LOT 20 BLOCK A TO THE TOWN OF PROSPER 17.5 AC. PARK D E D I C A T I O N TO THE T O W N O F P R O S P E R 5.0 AC . (INSI D E 1 7 0 ’ T P & L E S M T . ) - Open Spaces owned and maintained by H.O.A. (LOT 19 BLK A, LOT 31 BLK B, LOT 36 BLK C, LOT 18 BLK E, LOT 54 BLK G, LOT 16 BLK H, LOT 7 BLK I, LOT 17, BLK N, LOT 5, BLK Q, LOT 70 BLK T, LOT 35 BLK U, LOT 34 BLK V, & LOTS 11, 16 BLK X) V.A.M. - Visibility Access Easement COIT 18 PARTNERS, L T D . DOC. NO. 200704230005 4 5 1 4 0 FLUP: MEDIUM DENS I T Y R E S I D E N T I A L ZONING SF-15 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 3. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 4. All fences adjacent to parks or open spaces shall be ornamental metal. 5. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and does not set the alignment. The alignment is determined at time of final plat. 6. No floodplain exists on site.(VOL. 5844, PG. 4500)C C E E G H I I J J K K L L M M N M N00%%d04’52"E 1461.48’S89%%d38’35"E 969.49’ 20’ B.L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L . 20’ B.L. 20’ B.L. 20’ B. L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L .20’ B .L .20’ B .L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L. 2 0 ’ B . L . 20’ B.L.20’ B .L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L. 20’ B.L. 20’ B. L . 20’ B.L. 20’ B.L . 20’ B.L.20 ’ B . L . 20 ’ B . L . 20 ’ B . L . 15’ B . L . 15’ B . L . 15’ B. L . 15’ B.L . 15’ B.L. 15’ B.L.15’ B.L. 15 ’ B . L . 15 ’ B . L . 15 ’ B . L . 15 ’ B . L . 15’ B.L. 1 5 ’ B . L . 1 5 ’ B . L . 15’ B . L . 15’ B . L . 15’ B. L . 15’ B. L . 15’ B. L . 15’ B. L . 15’ B . L . 15’ B . L . 15’ B. L . 15’ B . L . STRE E T B ST R E E T H ST R EET I ST R E E T J S T R E E T J S T R E E T H S TR EET P STREE T Q S T R E E T R S T R E E T S S T R E E T U S T R E E T W STREET KK2 0 ’ B . L . 2 0 ’ B . L . 15’ B. L . 15’ B. L . 2 0 ’ B . L . 8 9 1 2 21 22 23 24 25 26 27 32 33 34 35 36 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 22 23 24 25 26 27 28 29 30313233343536 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 10 1 2 3 4 5 6 7 8 9 11 12 13 14 15 1 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 1 2 3 4 5 6 7 8 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 303132 33 34 35 36 23 24 25 26 95’ 74’ 110’1 5 0 ’ 1 2 5 ’ 130’136’175’70’148’ 135’ 105’ 130’ 1 0 2 ’61’ 6 0 ’ 160’ 146’117’98’6 4 ’ 4 5 ’ 2 1 ’ 5 8 ’ "88’7 9 ’ 8 6 ’ 6 0 ’ 129’ 130’ 130’ " " "" 6 0 ’ 6 1 ’61 ’63 ’ 70 ’ 5 6 ’ 7 7 ’ 5 7 ’ 57 ’60 ’ 61 ’ 7 3 ’ 6 7 ’ 7 0 ’ 140’’ 70 ’ 14 6 ’ 43’ 50’ 50’ 50’98’55’55’55’144’144’131’""""123’ 81’62’65’62’62’ 114’ 65’ 107’ 1 4 ’ 49’55’ 65’ 65’55’158’170’94’22’ 35’ 60’ 52’ 53’ 55’ " " 53’"55’ 58’ 51’ 52’ 53’ 55’53’" " " 65’56’56’56’ 13 4 ’ 13 4 ’ 62’ 55’ 75’57’57’""56’ 55’ 55’ 56’ " " " " 86’ 68’ 66’ 62’ 65’56’61’56’56’62’ " " "134’1 3 4 ’122’1 3 4 ’134’" """"""77’ 69’ 68’ 67’ 64’ 57’64’ " " " " "57’57’58’142’15 6 ’ 1 4 7 ’ 1 4 2 ’ 1 3 9 ’139’" " """"""""140’ 140’’ 6 6 ’52’ 55 ’ 60 ’ 55 ’ """"6 0 ’55 ’60 ’ 70 ’ """ "55 ’"""55 ’60 ’ 60 ’ 60 ’""" 70 ’ 7 4 ’ 8 1 ’47 ’ """""""" 120’ 125’129’130’""" 130’ 130’ 130’ 130’ " " " " " " " " " " " " 9 0 ’ 7 0 ’ 7 1 ’ 7 4 ’ 7 0 ’ 7 0 ’ 6 0 ’ 7 0 ’ 6 0 ’ 6 3 ’ 6 0 ’ 7 4 ’ 6 0 ’ 7 0 ’ 6 8 ’ 6 9 ’ 7 0 ’ 8 0 ’ 7 0 ’ 7 0 ’ 7 0 ’ 5 9 ’ 6 0 ’ 6 0 ’ 5 8 ’ 6 0 ’ 6 7 ’ 5 5 ’ 133’ 124’ 6 0 ’ 5 5 ’ 5 4 ’ 5 4 ’ 5 5 ’ 5 5 ’ 5 5 ’ 140’ 130’ 6 0 ’ 5 5 ’ 7 5 ’ 8 0 ’ 6 1 ’ 5 5 ’ " " " 140’ 130’ 139’ 133’ 134’ 137’ 136’ 134’ 137’ 139’ 142’ 140’ 137’ 135’ 132’ 130’ 6 0 ’ 5 4 ’ 5 5 ’ 5 5 ’ 6 4 ’ 5 5 ’ 5 5 ’ 5 6 ’ 7 0 ’ 6 6 ’ 5 3 ’ 5 5 ’ 5 5 ’71’130’63’67’ 6 7 ’ 5 8 ’ 5 7 ’ 6 0 ’ 7 0 ’ 6 0 ’ " " " 130’ 130’ 7 0 ’ 6 0 ’ 7 0 ’ 6 0 ’ 8 1 ’ 6 4 ’ 6 0 ’ " " "81’96’" " 145’ 139’ 137’ 130’ 130’ 124’ 146’ 9 4 ’68’67’79’ 130’ 9 0 ’70’51’11’53’134’109’145’68’34’58’112’60’56’ 6 4 ’58’ 6 8 ’ " " " " " " " " " " 130’ " " " " " " " " " " 131’98’82’ 6 6 ’ 7 0 ’ 8 2 ’ 6 0 ’ " " " 5 7 ’ 6 9 ’69’ " " 6 0 ’ 6 7 ’ 5 8 ’ 5 8 ’ 6 0 ’ " " " " " 143’ 130’ 8 6 ’ 6 0 ’ 6 0 ’ " " " " " 99 ’ 155’ 130’ 6 0 ’ 31’3 7 ’ 109’ 130’ 6 7 ’ 6 5 ’ 6 0 ’ " " " " " 7 0 ’ 6 0 ’ 7 1 ’ 6 0 ’ " " " " " " 136’ 131’ 130’ 6 9 ’ " " " " " " " " " " " " " 169’ 165’ 1 3 0 ’ 4 6 ’ 8 0 ’ 6 8 ’ 77’ 60’60’60’ 60’60’60’ 60’ 117’130’""145’172’145’132’130’45’87’161’ 22’ 60’ 11 2 ’ 66’60’150’1 4 0 ’ 8 ’ 17’60’ 61’ 60’1 4 8 ’ 50’ 65’ 131’ 82’60’140’"133’ 1 6 4 ’ 1 4 0 ’ 63’ 63’ 55’60’141’134’134’134’134’50’50’ R50’ R50’ R50’ R50’ R 214’318’565’ 930’ 41 7 ’ 649’ 310’ 300’ 290’ 311’185’ 31 8 ’ 23 6 ’ 5 5 8 ’ 320’ 6 0 9 ’ 7 3 1 ’ 310’ 5 9 9 ’327’ 325’290’ 2 6 3 ’ 3 5 0 ’ 400’ 285’ R= 525 ’ R = 3 0 0 ’ R = 6 2 5 ’ 5 6 3 ’ R = 9 7 5 ’ R = 5 0 0 ’ R = 4 4 5 ’R= 59 1 ’R= 9 0 1 ’ R= 500 ’R= 7 1 0 ’ R= 300’ R= 1175 ’ R= 961’ R= 568 ’ R = 2 7 5 ’ R= 643’ R= 250 ’ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 125’ 121’71’ 5 2 ’67’ 5 6 ’ 5 5 ’ 5 3 ’ 5 5 ’ " " 5 6 ’ 6 0 ’ 7 4 ’ 6 0 ’ 6 0 ’ " " 130’ 130’ 6 0 ’ 6 9 ’ 7 2 ’ 6 0 ’ " " " 7 2 ’78’82’ 6 7 ’ 130’ 126’ 129’ 130’ " " " " " " " " " " 7 4 ’ 5 5 ’ 6 0 ’ 6 0 ’ 5 5 ’ " " 5 5 ’ " " " "5 2 ’ 6 7 ’ 20 310’ " " " N51%% d 4 5 ’ 0 9 " E 2 2 8 0 . 0 6 ’ 15’ B. L . 15’ B. L . 2 3 4 5 6 7 8 9 11 12 13 14 15 S 3 8 % % d 1 4 ’ 5 1 " E 1 4 5 . 2 9 ’S00%%d18’44"W 444.50’7’V.A.M.V.A.M . 6 0 ’ 6 0 ’ SPENCER GRAHAM SURVEY ASBTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 SPENCER GRAHAM SURVEY ASBTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 FIRST STREET 170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3 STREET GGCORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE PRELIMINARY PLAT MEADOWBROOK TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH 0 50 100 200 SCALE: 1" = 100’ PHAS E I I I PHAS E I I I PHAS E I I I25’ LANDSCAPE BUFFER55 PROSPER, LP. PHAS E I I 25’ LANDSCAPE BUFFERPHAS E I I I PHAS E I V PHAS E I V 25’ LANDSCAPE BUFFER 25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFER 25’ LANDSCAPE BUFFER 25’ LAND SC APE BU FFER 25’ LANDSCAPE BUFFER 25’ LA N D S C A P E B U F F E R LOT 70 BLOCK T OPEN SPACE 0.707 AC. LOT 5 BLOCK Q OPEN SPACE 0.488 AC.25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFERFUTURE90’ R.O.W.SHEET 3 OF 6 SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6SHEET 2 OF 6SHEET 3 OF 6TYPICAL TURN-AROUND DETAIL NOTES: C.M. - Controlling Monuments H.O.A. - Homeowners Association B.L. - Building Line D.E. - Drainage Easements 2. LEGEND 1. Bearings are referenced to a 117.3307 acre tract, as described in Deed 2004-132951, in the Deed Records of Denton County, Texas. S.S.E. - Sanitary Sewer Easements. - Phase line - Existing Tree Line - Street Name Change - Indicates front yard (60’ R.O.W.)(60’ R.O.W.)(60’ R.O.W.)(60’ R.O.W.) - 8’ Hike & Bike Trail 24" ROLLED CURB GRASS-CRETE PAVER BLOCK PATTERNED CONCRETE PAVING 24" CURB & GUTTER 24" BANDED CONC. TYP. 24" BANDED CONC. TYP. 100’ STO R A G E 100’ TR A N S I T I O N 60’90’ R.O.W.50’ RSCALE 1" = 100’ DECEMBER 2012 SEE TYPICAL TURN-AROUND DETAIL (THIS SHEET)SEE TYPICAL TURN-AROUND DETAIL (THIS SHEET) 100’ STORAG E110’ TRANSITION - Open Spaces owned and maintained by H.O.A. (LOT 19 BLK A, LOT 31 BLK B, LOT 36 BLK C, LOT 18 BLK E, LOT 54 BLK G, LOT 16 BLK H, LOT 7 BLK I, LOT 17, BLK N, LOT 5, BLK Q, LOT 70 BLK T, LOT 35 BLK U, LOT 34 BLK V, & LOTS 11, 16 BLK X) V.A.M. - Visibility Access Easement 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D - 2 5 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 3. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 4. All fences adjacent to parks or open spaces shall be ornamental metal. 5. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and does not set the alignment. The alignment is determined at time of final plat. 6. No floodplain exists on site. NOTE: TURN-AROUND SUBJECT TO FIRE DEPARTMENT APPROVAL AT TIME OF FINAL PLAT S00%%d45’49"W 490.37’ = 42^10’43" R= 680.00’ T= 262.24’ L= 500.58’ C= 489.36’ B= S33^50’16"W = 30^29’34" R= 470.00’ T= 128.10’ L= 250.13’ C= 247.19’ B= S39^40’50"W = 56^04’09" R= 1080.00’ T= 575.08’ L= 1056.88’ C= 1015.21’ B= S52^28’08"E G H K L L M M N N M M O O O P P P P Q R R S S T T T U U N68%% d 3 1 ’ 2 2 " E 3 0 1 . 2 2 ’ N88%%d11’02"E 941.97’ = 22^07’10" R= 1150.00’ T= 224.78’ L= 443.97’ C= 441.21’ B= N79^34’57"E 20’ B.L.20’ B .L .20’ B .L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L. 20’ B.L.20’ B.L. 2 0 ’ B . L . 20’ B.L. 20’ B.L.20’ B.L.20’ B.L.20’ B.L.20’ B.L. 20’ B.L.20’ B .L . 20’ B. L . 2 0 ’ B . L . 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L.20’ B.L.20’ B.L. 20’ B .L .20’ B.L.20’ B.L. 20’ B.L.20’ B.L.20’ B.L. 20’ B.L.20’ B.L.20’ B .L . 20’ B.L. 20’ B.L. 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L. 20’ B.L. 20’ B.L.20’ B.L.20’ B.L.20’ B.L.20’ B .L .20’ B.L.20’ B.L.20’ B.L.20’ B.L.20’ B.L. 20’ B.L .20’ B.L.20’ B.L.20’ B.L. 20’ B.L. 15’ B.L. 15’ B.L. 15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L . 15’ B.L.15’ B.L.15’ B.L.1 5 ’ B .L . 15’ B . L . 15’ B. L . 15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.1 5 ’ B . L . 1 5 ’ B . L . 15’ B . L . 15’ B . L . 15’ B. L .15’ B.L.15’ B.L.15’ B . L . 15’ B . L . 15’ B.L. 20’ B.L. 20’ B . L .15’ B .L . STREET B STREET P S TR EET P S T R E E T S S T R E E T U S T R E E T W STREET X STREET YSTREET ZSTREET AA STREET V STREET AASTREET BBSTREET CCSTREET DDSTREET EE STREET FFSTREET HH STREET IISTREET JJSTREE T G G STREET G G STREET KK15’ B.L.15’ B.L. 2 0 ’ B . L . 303132333435 36 37 38 42 43 44 45 46 47 48 49 50 51 52 53 10 5 6 7 8 9 11 12 13 14 15 1 2 3 4 5 6 7 8 9 12 13 14 15 16 17 18 19 20 21 22 23 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29303132 33 34 35 36 37 38 39 40 41 42 43 1234567 8 9 10 11 12 13 14 15 16 171819202122 23 24 25 26 27 28 29 30 31 32 33 34 353637383940 41 42 43 44 45 46 7 8 9 10 1234567891011121314151617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1 2 3 4 5 6 7 891011121314 15 16 17 18 19 20 21 22 23 24 25 26 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181920212223 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 170’51’ 52’ 53’ 55’53’" " " 65’56’56’56’ 75’57’57’""56’ 55’ 56’ " " " " 66’ 62’ 65’56’61’56’56’62’ " " "134’122’134’""""""64’ 57’64’ " " " " "57’57’58’142’139’" """"""""71’130’63’67’ 6 7 ’ 5 8 ’ 5 7 ’ 6 0 ’ " " 130’ 7 0 ’ 6 0 ’ 6 0 ’ 8 1 ’ 6 4 ’ 6 0 ’ " " "81’96’" " 145’ 139’ 137’ 130’ 130’ 124’ 146’ 9 4 ’68’67’79’ 130’ 9 0 ’70’51’11’53’17’ 54’ 56’4’60’65’60’""" 134’109’127’130’"""130’"145’68’34’58’112’60’56’ 6 4 ’ 68’61’70’61’"""134’63’90’61’70’70’61’61’ 108’60’96’31’52’ 60’""""58’ 6 8 ’ " " " " " " " " " 130’ " " " " " " " " " " 131’98’82’ 6 6 ’ 7 0 ’ 8 2 ’ 6 0 ’ " " " 5 7 ’ 6 9 ’69’ " " 6 0 ’ 6 7 ’ 5 8 ’ 5 8 ’ 6 0 ’ " " " " " 143’ 130’ 8 6 ’ 6 0 ’ 6 0 ’ " " " " " 9 9 ’ 155’ 130’ 6 0 ’ 31’3 7 ’ 109’ 130’ 6 7 ’ 6 5 ’ 6 0 ’ " " " " " 7 0 ’ 6 0 ’ 7 1 ’ 6 0 ’ " " " " " " 136’ 131’ 130’ 6 9 ’ " " " " " " " " " " " " " 169’ 165’ 1 3 0 ’ 4 6 ’ 8 0 ’ 6 8 ’ 77’ 60’60’60’70’ 60’60’60’70’ 70’60’ 117’130’130’"""145’172’145’132’130’130’130’45’87’161’ 22’ 60’ 11 2 ’ 66’ 75’60’ 60’60’68’60’""" 60’68’60’ 61’60’ "" "148’146’150’150’"""""1 4 0 ’ 8 ’ 17’60’ 61’ 60’1 4 8 ’ 50’ 65’130’130’106’130’88’155’"""""130’"""70’60’ 42’ 26’60’60’ 70’ 70’ 60’60’ 60’60’""" """165’88’42’27’116’140’131’ 82’60’60’"""""140’"""""""133’86’60’60’""""78’155’108’22’ 1 6 4 ’ 1 4 0 ’ 63’ 54’60’60’"""45’ 63’ 55’60’ 60’ """""""141’130’113’130’""""125’ 5 ’ 58’70’70’61’61’155’130’102’61’61’"""70’ 115’130’130’125’"""130’"""""118’ 172’127’ 156’ 137’ 140’ 140’ 140’ 140’ 140’ 213’ 1 2 6 ’74’84’84’74’91’74’61’85’154’139’85’74’74’58’84’104’159’114’186’ 83’ 12 6 ’ 123’74’140’1 5 2 ’ 130’145’124’ 140’ 140’ 140’ 140’ 140’ 140’70’74’79’74’74’74’74’140’140’85’74’74’74’74’36’37’46’56’4’74’ 13’74’74’120’143’ 10 9 ’109’84’165’261’115’44’ 133’74’89’74’74’74’88’74’56’ 140’ 149’ 152’ 140’ " "83’74’74’75’41’139’140’140’140’74’74’98’132’118’142’ 140’50’234’76’209’ 197’192’18 7 ’ 202’137’202’140’ 146’53’49’49 ’49’81’110’157’11’46 ’ 47’237’7’ 179’ 72’ 81’ 72’" " " " " 1 3 0 ’ 1 3 0 ’ 94’ 80’ 80’ 52’ " " " " "130’ " " " " " "" 74’92’82’85’ 82’ ""74’""""130’130’130’130’"""""""""""""""""""""74’ 74’ 85’ 78’74’"""81’85’"" 74’68’83’69’69’ ""8 4 ’70’72’70’ ""74’""" 77’107’98’ 98’ 89’77’"""140’155’100’123’75’140’"""""""130’130’""""77’72’ 77’74’ 72’72’ """ 107’ 39’132’49’51’ 140’155’130’123’ 38’""117’109’130’130’""130’130’""56’55’45’135’113’46’71’60’ 55’94’80’71’71’71’69’ 70’70’58’15’36’ 55’ 32’ 1 2 0 ’130’13 0 ’ 1 3 1 ’ 13 0 ’ " " " "81’72’74’85’86’ 92’59’98’119’70’42’ 17 ’117’130’130’""55’ 146’180’180’120’9’19 1 ’ 171’ 130’ 129’164’70’70’70’125’125’125’70’70’180’14’74 ’40’42’47’45’60’129’59’143’40’55’ 55’""""""" 55’"55’""""""134’134’"""""""129’267’ 137’ 55’ 55’72’"""""""""""""" 55’ 55’""""""""""""""134’134’134’134’""""""""""""""""""""""""""""""""72’72’55’""72’55’""130’ " " "50’50’ R 50’ R 5 0 ’ R 50’ R50’ R50’ R 50’ R50’ R 50’ R 50’ R 50’ R 460’ 520’ 1032’98’154’318’214’318’930’ 290’ 311’185’ 613’ 7 3 1 ’ 5 9 9 ’327’ 325’290’ 517’ 2 6 3 ’ 3 5 0 ’ 400’345’310’285’450’ 234’326’ 312’180’1 5 4 ’220’363’395’330’254’358’ 356’313’322’307’527’ 875’210’630’310’210’146’8’132’5’R= 5 91 ’R= 9 0 1 ’ R= 500 ’ R = 7 1 0 ’ R= 250’ R= 300 ’ R= 880’R= 300’R= 250’R= 250 ’ R= 1235 ’R= 570 ’ R= 625 ’ R= 2 5 0 ’R= 835’R= 1175 ’ R= 961’ 44 16 17 18 19 125’ 121’67’ 5 6 ’ 5 5 ’ 6 9 ’ 7 2 ’ 6 0 ’ " 7 2 ’78’82’ 6 7 ’ 126’ 129’ 130’ " 20 ""115’55’"""" 55’55’""" 13 7 ’45’""59’" """" " " " 36 37 38 39 """ 56’"""55’55’ 55’""55’""" 55’55’"""30’ 23 ’ 55’55’"""113’51’""72’55’55’"""" 28 293031323334 S89%%d21’28"E 212.42’ V.A.M. W Z X X 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L.20’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE PRELIMINARY PLAT MEADOWBROOK TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH 55 PROSPER, LP. 0 50 100 200 SCALE: 1" = 100’ JAMES STONE SURVEY ABSTRACT NO. 847 C. WILLIAMSON SURVEY ABSTRACT NO. 94825’ LANDSCAPE BUFFERPHAS E I I I PHAS E I I PHAS E I I PHAS E I PHAS E I PHAS E I PHAS E I 75’ PIPELINE ESMT. VOL. 5214, PG. 2301 50’ BI - S T O N E F U E L C O . E S M T . VOL. 6 0 8 , P G . 8 6 SHEET 4 OF 10 SHEET 6 OF 10 LOT 11 BLOCK X OPEN SPACE 0.760 AC. LOT 70 BLOCK T OPEN SPACE 0.707 AC. 25’ LANDSCAPE BUFFER 25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFER25’ LANDSCAPE BUFFER2 5 ’ LANDSCAPE BUFFER225’ LAND SC APE BUFFER255 PR O S P E R , L P . SHEET 4 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 2 OF NOTES: C.M. - Controlling Monuments H.O.A. - Homeowners Association B.L. - Building Line D.E. - Drainage Easements 2. LEGEND 1. Bearings are referenced to a 117.3307 acre tract, as described in Deed 2004-132951, in the Deed Records of Denton County, Texas. S.S.E. - Sanitary Sewer Easements. - Phase line - Existing Tree Line - Street Name Change - Indicates front yard ( 6 0 ’ R .O .W . )(60’ R.O.W.)- 8’ Hike & Bike TrailSHEET 2 OF 6SHEET 3 OF 6SCALE 1" = 100’ DECEMBER 2012 OPEN SPACE DEDICATED TO AND MAINTAINED BY THE HOA LOT 19 BLOCK A 8.562 ACRES - Open Spaces owned and maintained by H.O.A. (LOT 19 BLK A, LOT 31 BLK B, LOT 36 BLK C, LOT 18 BLK E, LOT 54 BLK G, LOT 16 BLK H, LOT 7 BLK I, LOT 17, BLK N, LOT 5, BLK Q, LOT 70 BLK T, LOT 35 BLK U, LOT 34 BLK V, & LOTS 11, 16 BLK X) V.A.M. - Visibility Access Easement 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D - 2 5 3. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 4. All fences adjacent to parks or open spaces shall be ornamental metal. 5. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and does not set the alignment. The alignment is determined at time of final plat. 6. No floodplain exists on site. PROP O S E D SCHO O L S I T E (12.3 2 0 A C R E S ) B B B C C C D E E F F F G G G H I J T U U V S00%%d41’30"W 1417.45’N89%%d34’25"W 944.89’ = 11^02’40" R= 62.00’ T= ----’ = 20^58’45" 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B .L . 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L . 20’ B.L.20’ B.L. 20’ B.L. 20’ B.L. 2 0 ’ B . L . 20’ B.L . 20’ B.L. 20’ B.L. 20’ B. L . 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L.20’ B.L.20’ B.L. 20’ B .L . 20’ B.L. 20’ B.L. 20’ B.L . 20’ B.L.20’ B.L.20’ B.L.20’ B.L.20’ B.L. 20’ B.L.20’ B.L. 20’ B.L. 20’ B.L.20’ B.L.20’ B. L . 20’ B.L. 20’ B.L . 20’ B.L. 20’ B. L . 20’ B.L. 20’ B.L.20’ B.L.20’ B.L.20 ’ B . L . 20 ’ B . L . 20 ’ B . L .20 ’ B . L . 20 ’ B . L . 20’ B.L. 2 0 ’ B . L . 2 0 ’ B . L . 15’ B . L . 15’ B . L . 15’ B. L . 15’ B.L. 15’ B.L. 15 ’ B . L . 15 ’ B . L . 15 ’ B . L . 15 ’ B . L . 1 5 ’ B . L . 15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L.15’ B.L.15’ B.L.15’ B. L . 15’ B . L . 15’ B.L.C1C2STREET B STRE E T B S T R E E T C ST R E E T E STREET D STREET F STREET G ST R E E T H STR EET I STREET JST R E E T J S T R E E T H STREET K STREET J STREET MSTREET O STREET P ST R EET P STREET KKSTREET KKSTREET LL Y 2 0 ’ B . L . 20 ’ B . L . 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 12345678 9 10 11 12 13 14 15 16 17181920 21 22 23 24 25 26 27 28 29 303132333435 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 10 1 2 3 4 5 6 7 8 9 11 12 13 14 15 1 10 6 7 8 9 10 11 1 1 2 3 4 567 2 3 4 5 6 7 8 9 10 10 1 2 3 4 5 6 7 8 9 10 1234567891011121314151617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 155’309’51’ 5 5 ’ 61 ’ 68 ’ 6 8 ’ " " 6 6 ’ 6 6 ’ 6 3 ’ 59 ’ 5 7 ’ 1 9 ’54’45’70’ 45’ 45’142’134’ 313’ 128’ 150’ 154’199’136’130’ " " " " 175’70’ 148’ 135’ 130’ 105’ 130’ 129’ 130’130’"" " " """"" " " 1 0 2 ’ 6 6 ’ 6 6 ’ 6 5 ’ 60 ’ 61 ’ " "61’ 6 0 ’ 5 8 ’ 60 ’60 ’ 14 9 ’39’59 ’ 58 ’ " " 160’ 146’117’98’64’ 4 5 ’ 2 1 ’ 5 8 ’ 60 ’ 58 ’ " " 1 45 ’ 76 ’ 60 ’ "" 65 ’ 60 ’ 61 ’ 60 ’ 60 ’ 66 ’88’7 9 ’ 6 8 ’ 6 6 ’ 6 6 ’ 8 6 ’ 6 0 ’ 6 0 ’ 6 1 ’ 6 5 ’ 58 ’ 6 5 ’ 65 ’ 60 ’ 212’139’158’130’ 78 ’69’123’78 ’ 130’ 130’ 70 ’60 ’60 ’62 ’ 130’ "" 130’ " " 1 2 0 ’78’70’60 ’60 ’62 ’ 4 2 ’51’130’ 130’ 129’ 130’ 130’ """" " """ 6 0 ’ 6 1 ’61 ’63 ’ 70 ’ 5 6 ’ 7 7 ’ 5 7 ’ 57 ’60 ’60 ’65 ’ 65 ’ 70 ’ 60 ’ 63 ’ 64 ’ 61 ’ 7 3 ’ 67 ’ 6 7 ’ 7 0 ’ 135’71’67’60’69’60’""""""130’70’60’""""""60’30’38’130’""""""""133’126’ 140’ 136’ 125’ 126’ 129’ 131’ 130’ 140’’ 131’ 140’ 140’ 132’ 136’ 140’ 148’ " " " " 70 ’ 98 ’28 ’66’85’67’60’60’60’60’8 7 ’143’173’130’29’29’55’70 ’60 ’ 60 ’ 8 8 ’100’55’""""60’60’""58’55’55’""""""70 ’ 5 4 ’ 5 5 ’55’49 ’17 ’20’80’57’57’"""" 119’63’146’138’138’"""""57’57’""""41’70’56’107’56’"""" 69’55’115’65’55’""144’124’75’56’""""56’59’147’144’""""""143’119’144’144’""81’55’55’""7’56’ 90’ 2 0 2 ’157’114’ 11’62’ 66’ 60’62’62’ 1 4 6 ’ 14 6 ’ 43’ 50’ 50’50’98’55’55’55’144’144’"""144’144’131’""""123’ 81’62’65’62’62’ 114’ 65’ 107’ 1 4 ’ 49’55’ 65’ 65’55’158’170’94’22’ 35’ 60’ 52’ 53’ 55’ " " 53’"55’ 58’ 51’ 52’ 53’ 55’53’" " " 65’56’56’56’ 13 4 ’ 13 4 ’ 62’ 55’ 75’57’57’""56’ 55’ 55’ 56’ " " " " 86’ 68’ 66’ 62’ 65’56’61’56’56’62’ " " "134’1 3 4 ’122’1 3 4 ’134’" """"""77’ 69’ 68’ 67’ 64’ 57’64’ " " " " "57’57’58’142’15 6 ’ 1 4 7 ’ 1 4 2 ’ 1 3 9 ’139’" " """"""""140’ 140’’ 6 6 ’52’ 55 ’ 60 ’ 55 ’ """"6 0 ’55 ’60 ’ 70 ’ """ "55 ’"""55 ’60 ’ 60 ’ 60 ’"""60 ’70 ’ 70 ’ 130’ 7 4 ’ 8 1 ’47 ’ """""""" 120’ 125’129’130’"""" 130’ 130’ " " " " " " " " " " 7 0 ’ 7 1 ’ 7 4 ’ 7 0 ’ 7 0 ’ 7 0 ’ 6 0 ’ 6 3 ’ 6 0 ’ 7 4 ’ 7 0 ’ 6 8 ’ 6 9 ’ 7 0 ’ 8 0 ’ 7 0 ’ 7 0 ’ 5 9 ’ 6 0 ’ 6 0 ’ 5 8 ’ 6 0 ’ 6 7 ’ 5 5 ’ 133’ 124’ 5 4 ’ 5 5 ’ 5 5 ’ 7 5 ’ 139’ 133’ 137’ 136’ 134’142’ 5 5 ’ 5 6 ’ 7 0 ’ 6 6 ’ 5 3 ’120’19 1 ’ 171’ 130’ 129’164’70’70’70’125’125’125’70’70’180’14’74 ’40’42’47’45’60’129’59’143’55’ 55’""""""" 55’"55’""""""134’134’"""""""129’267’ 137’ 55’ 55’72’"""""""""""""" 55’ 55’"""""""""""""" 55’ 55’""""""""""""""134’134’134’134’""""""""""""""""""""""""""""""""66’55’""""" 115’55’"""" 55’""""134’""""""""141’""""""174’75’ 60’55’ 87’85’ " 135’ 146’"" "74’84’115’150’134’134’124’""""72’ 72’ 60’ 60’ 55’ 55’ """ """""""""""""""134’134’60’55’""" 81’74’ 74’""""""7’239’186’82’116’62’100’74’"74’73’130’ 120’70’72’55’55’""""""70’72’55’55’""""""130’ " " " " " " " " " 130’175’177’175’176’175’177’176’"173’110’ 46’74’55’"""""" 50’ 50’ R 50’ R50 ’ R 50’ R 50’ R 50’ R 50’ R 599’318’416’ 445’154’ 1032’98’154’318’318’318’214’318’6 8 8 ’ 383’ 565’ 317’ 930’ 41 7 ’ 310’ 5 9 2 ’154’338’ 3 1 1 ’ 48 5 ’396’649’ 310’ 300’ 290’ 311’185’ 613’ 31 8 ’ 33 1 ’313’115’23 6 ’ 5 5 8 ’ R= 525 ’ R = 1 2 4 5 ’R= 2 2 5 ’ R = 9 3 5 ’ R = 3 0 0 ’R= 2 2 5 ’ R = 6 2 5 ’ 5 6 3 ’ R = 9 7 5 ’ R = 5 0 0 ’ R= 1175 ’ R= 961’ R= 568 ’ R = 2 7 5 ’ R= 643’ R= 250 ’ R = 3 2 5 ’ R= 305’ R= 300’R= 1230 ’ R= 300’R= 730 ’ 1032’ 445’ 409’124’134’74’ 84’74’84’ 74’"""""""" """"" """""R= 225’130’ 144’192’173’140’""60 ’60 ’55’ 55’ 55’ 129’" 60 ’ 10 ’ 10 0 ’ 11 1 ’ 130’ 143’ 175’ 6 4 ’ 6 4 ’74’89 1 1 2 3 4 5 6789 1 125’ 121’71’67’82’ 20’ B . L . 20 ’ B . L .20’ B.L.9 9 5 ’176’29’16’51’130’ 130’74’74’84’134’134’74’"" 74’74’"""124’124’134’74’85’124’134’134’124’134’""85’85’ 74’ 74’74’74’ 12 13 14 15134’N89%%d35’37"W 1769.24’ N00^32’10"E 73.30’ = 01^12’43" R= 1200.00’ T= 12.69’ L= 25.38’ C= 25.38’ B= N04^43’43"W 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718192021222324252627282930313233 V 2 3 4 5 6 7 8 9 11 12 13 20 4 ’V.A.M.V.A.M . 6 0 ’ CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE PRELIMINARY PLAT MEADOWBROOK TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 JAMES STONE SURVEY ABSTRACT NO. 847 C. WILLIAMSON SURVEY ABSTRACT NO. 948COIT ROAD(VARIABLE R.O.W.)POINT OF BEGINNING 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH 0 50 100 200 SCALE: 1" = 100’ PHAS E I PHAS E I PROS P E R M I D D L E S C H O O L N O . 2 A D D I T I O N BLOCK A , L O T S 1 & 2 (LOR E N E R O G E R S M I D D L E S C H O O L ) DOC. N O . 2 0 0 8 1 2 0 8 0 1 0 0 0 4 2 4 0 ss ss SS SS 170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3 55 PROSPER, LP. 75’ PIPELINE ESMT. VOL. 5214, PG. 2301 SURVEYOR’S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivison regulations of the Town of Prosper, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office, this day of , 2012. NOTARY PUBLIC, STATE OF TEXAS CERTIFICATE OF APPROVAL Approved this day of ,2012 by the Planning & Zoning Commission of the Town of Prosper, Texas. Planning & Zoning Commission Chair Town Secretary Town Engineer Planning Department LOT 31 BLOCK B OPEN SPACE 0.761 AC. PHAS E I I SHEET 5 OF 6SHEET 5 OF 6SHEET 4 OF 6SHEET 5 OF 6 SHEET 2 OF 6 25’ LANDSCAPE BUFFER5 ’ LANDSCAPEBUFFER100’ STORAGE10’100’ TRANSITION100’ STORAGESCALE 1" = 100’ DECEMBER 2012 OPEN SPACE DEDICATED TO AND MAINTAINED BY THE HOA LOT 19 BLOCK A 8.562 ACRES 110’ TRANSITION55 PROSPER , L P . CLERKS FIL E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP: MEDI U M D E N S I T Y R E S I D E N T I A L ZONING PD- 2 5(VOL. 5844, PG. 4500)2 0 ’ STATE OF TEXAS COUNTY OF COLLIN NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, 218 PROSPER LP. acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as BROOKHOLLOW, an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. The PROSPER 380 COIT PARTNERS, LTD. does herein certify the following: 1. The streets and alleys are dedicated for street and alley purposes. 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper. 5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public’s and Town of Prosper’s use thereof. 7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the easements. 8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. 9. All modifications to this document shall be by means of plat and approved by the Town of Prosper. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas. WITNESS, my hand, this the day of , 2012. BY: 218 Prosper LP. Jim Williams STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared JIM WILLIAMS known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of , 2012. Notary Public, State of Texas THENCE, along said curve to the right for an arc distance of 121.79 feet (Chord Bearing North 29^10’49" West - 110.50 feet), to a 1/2 inch iron rod set on a curve to the right, having a radius of 800.00 feet, a central angle of 21^08’12", and a tangent of 149.26 feet; THENCE, along said curve to the right for an arc distance of 295.12 feet (Chord Bearing North 14^41’28" West - 293.45 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 1200.00 feet, a central angle of 01^10’57", and a tangent of 12.38 feet; THENCE, along said curve to the left for an arc distance of 24.77 feet (Chord Bearing North 04^42’50" West - 24.77 feet), to a 1/2 inch iron rod set; THENCE, North 89^34’25" West, for a distance of 1769.24 feet, to a 1/2 inch iron rod set in the east line of Prosper Middle School, an addition to the Town of Prosper, as described in Volume , Page in the Plat Records of Collin County, Texas; THENCE, North 00^32’10" East, along the east line of said Prosper Middle School, for a distance of 73.30 feet, to a 1/2 inch iron rod found at the northeast corner of said Prosper Middle School; THENCE, North 89^26’48" West, along the north line of said Prosper Middle School, for a distance of 1104.33 feet, to the POINT OF BEGINNING and containing 229.994 acres of land. LEGAL DESCRIPTION (Meadowbrook) WHEREAS, 55 PROSPER, LP., is the owner of a tract of land situated in the James Stone Survey, Abstract No. 847, J.C. Williamson Survey, Abstract No. 948 & the Spencer Graham Survey, Abstract No. 359 in the Town of Prosper, Collin County, Texas, being part of Tract 1 and Tract 2, as described in Volume 6050, Page 214, in the Deed Records of Collin County, Texas, and being more particularly described as follows: BEGINNING, at a 1/2 inch iron rod found at the northwest corner of Prosper Middle School No. 2 Addition Block A, Lots 1 & 2, an addition to the Town of Prosper, as described in Document Number 20081208010004240, in the Plat Records of Collin County, Texas, being in the east line of said Coit Road (Variable R.O.W.), same being in the west line of said Tract 2; THENCE, North 00^06’15" East, along the west line of said Tract 2 and along the east line of Coit Road, for a distance of 406.20 feet, to a 1/2 inch rod set; THENCE, North 00^04’52" East, continuing along said east and west lines, for a distance of 1461.48 feet, to a 1/2 inch iron rod set; THENCE, South 89^38’35" East, departing said lines, for a distance of 969.49 feet, to a 1/2 inch iron rod set; THENCE, South 00^18’44" West, for a distance of 444.50 feet, to a 1/2 inch iron rod set; THENCE, South 38^14’51" East, for a distance of 145.29 feet, to a 1/2 inch iron rod set; THENCE, North 51^45’09" East, for a distance of 2280.06 feet, to a 1/2 inch iron rod set, being in the south line of First Street (CR No. 79); THENCE, South 89^21’28" East, departing said east line, for a distance of 212.42 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 1150.00 feet, a central angle of 22^07’10", and a tangent of 224.78 feet; THENCE, along said curve to the left for an arc distance of 443.97 feet (Chord Bearing North 79^34’57" East - 441.21 feet), to a 1/2 inch iron rod set at the point tangency; THENCE, North 68^31’22" East, for a distance of 301.22 feet, to a 1/2 inch iron rod at the point of curvature of a curve to the right, having a radius of 1250.00 feet, a central angle of 19^39’40", and a tangent of 216.90 feet; THENCE, along said curve to the right for an arc distance of 428.94 feet (Chord Bearing North 78^21’12" East - 426.84 feet), to a 1/2 inch iron rod set at the point of tangency; THENCE, North 88^11’02" East, for a distance of 941.97 feet, to a 1/2 inch iron rod set; THENCE, South 00^45’49" West, for a distance of 490.37 feet, to a 1/2 inch iron rod set on a curve to the left, having a radius of 1080.00 feet, a central angle of 56^04’09", and a tangent of 575.08 feet; THENCE, along said curve to the left for an arc distance of 1056.88 feet (Chord Bearing South 52^28’08" East - 1015.21 feet), to a point of reverse curvature of a curve to the right, having a radius of 470.00 feet, a central angle of 30^29’34", and a tangent of 128.10 feet; THENCE, continuing along said curve to the right for an arc distance of 250.13 feet (Chord Bearing South 39^40’50" West - 247.19 feet), to a point of reverse curvature of a curve to the left, having a radius of 680.00 feet, a central angle of 42^10’43", and a tangent 262.24 feet; THENCE, along said curve to the left for an arc distance of 500.58 feet (Chord Bearing South 33^50’16" West - 489.36 feet), to a 1/2 inch iron rod set; THENCE, South 00^41’30" West, for a distance of 1417.45 feet, to a 1/2 inch iron rod set; THENCE, North 89^34’25" West, for a distance of 944.89 feet, to a 1/2 inch iron rod set, on a curve to the right, having a radius of 1260.00 feet, a central angle of 00^54’32", and a tangent of 9.99 feet; THENCE, along said curve to the right for an arc distance of 19.99 feet (Chord Bearing South 04^34’38" East - 19.99 feet), to a point of reverse curvature to a curve to the left, having a radius of 740.00 feet, a central angle of 20^58’45", and a tangent of 137.01; THENCE, along said curve to the left for an arc distance of 270.96 feet (Chord Bearing South 14^36’44" East - 269.44 feet), to a 1/2 inch iron rod set on a non-tangent curve to the right, having a radius of 62.00 feet, a central angle of 11^02’40"; THENCE, along said curve to the right for an arc distance of 127.74 feet (Chord Bearing South 29^13’16" East - 106.31 feet), to a 1/2 inch iron rod set on a curve to the left, having a radius of 740.00 feet, a central angle of 21^03’05", and a tangent of 140.84 feet; THENCE, along said curve to the left for an arc distance of 278.35 feet (Chord Bearing South 44^06’59" East - 276.71 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 860.00 feet, a central angle 54^50’24", and a tangent of 446.16 feet; THENCE, along said curve to the right for an arc distance of 823.14 feet (Chord Bearing South 27^28’19" East - 792.08 feet), to a 59/64 inch iron rod set at the point of tangency; THENCE, South 00^03’07" East, for a distance of 185.80 feet, to a 1/2 inch iron rod set a the point of curvature of a curve to the left, having a radius 200.00 feet, a central angle of 96^30 ’50", and tangent of 224.14; THENCE, along said curve to the left for an arc distance of 336.90 (Chord Bearing South 48^18’32" East - 298.46 feet), to a 1/2 inch iron rod set; THENCE, South 06^33’57" East, for a distance of 60.00 feet, to a 1/2 inch iron rod set on a curve to the right, having a radius of 1360.00 feet, a central angle of 01^02’22", and a tangent of 16.23 feet; THENCE, along said curve to the right for an arc distance of 32.46 feet (Chord Bearing South 84^07’04" West - 32.46 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 600.00 feet, a central angle of 35^07’48", and tangent of 189.93 feet; THENCE, along said curve to the left for an arc distance of 367.88 feet (Chord Bearing South 67^14’12" West - 362.14 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 660.00 feet, a central angle of 16^03’46" and a tangent of 93.13 feet; THENCE, along said curve to the right for an arc distance of 185.03 feet (Chord Bearing South 57^41’11" West - 184.41 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 470.00 feet, a central angle of 56^10’11", and a tangent of 250.80 feet; THENCE, along said curve to the left for an arc distance of 460.76 feet (Chord Bearing South 37^38’59" West - 442.53 feet), to a 1/2 inch iron rod set; THENCE, South 01^07’55" West, for a distance of 75.01 feet, to a 1/2 inch iron rod set; THENCE, South 00^27’56" West, for a distance of 39.65 feet, to a 1/2 inch iron rod set; THENCE, South 44^32’09" East, for a distance of 35.36 feet, to a 1/2 inch iron rod set; THENCE, South 89^32’09" East, for a distance of 125.00 feet, to a 1/2 inch iron rod set; THENCE, South 83^49’31" East, for a distance of 100.50 feet, to 1/2 inch iron rod set, in the north line of U.S. 380 (Variable R.O.W.) THENCE, North 89^32’09" West, along the north line of said U.S. 380, for a distance of 320.00 feet, to a 1/2 inch iron rod set; THENCE, North 00^25’51" East, departing said north line, for a distance of 74.52 feet, to a 1/2 inch iron rod set; THENCE, North 08^12’25" East, for a distance of 75.69 feet, to a 1/2 inch iron rod set on a curve to the right, having a radius of 530.00 feet, a central angle of 57^12’26", and tangent of 289.01 feet; THENCE, along said curve to the right for an arc distance of 529.18 feet (Chord Bearing North 37^07’51" East - 507.47 feet), to a 1/2 inch iron rod set at the point reverse curvature of a curve to the left, having radius of 600.00 feet, a central angle of 16^58’03", and a tangent of 89.50 feet; THENCE, along said curve to the left for an arc distance of 177.68 feet (Chord Bearing North 57^15’02" East - 177.03 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 600.00 feet, a central angle of 04^44’30", and a tangent of 24.58 feet; THENCE, along said curve to the right for an arc distance of 49.13 feet (Chord Bearing North 51^06’46" East - 49.12 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the left, having a radius of 200.00 feet, a central angle of 62^47’21", and a tangent of 122.05 feet; THENCE, along said curve to the left for an arc distance of 219.18 feet (Chord Bearing North 22^03’51" East - 208.37 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 630.00 feet, a central angle of 09^16’43", and a tangent of 51.12 feet; THENCE, along said curve to the right for an arc distance of 102.02 feet (Chord Bearing North 04^41’28" West - 101.91 feet), to a 1/2 inch iron rod set at the point of tangency; THENCE, North 00^03’07" West, for a distance of 209.86 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 800.00 feet, a central angle of 54^50’24", and a tangent of 415.04 feet; THENCE, along said curve to the left for an arc distance of 765.71 feet (Chord Bearing North 27^28’19" West - 736.82 feet), to a 1/2 inch iron rod set at the point of reverse curvature of a curve to the right, having a radius of 800.00 feet, a central angle of 21^42’33", and a tangent of 153.40 feet; THENCE, along said curve to the right for an arc distance of 303.12 feet (Chord Bearing North 44^02’15" West - 301.31 feet), to a 1/2 inch iron rod set on a non-tangent curve to the right, having a radius of 62.00 feet, a central angle of 21^42’33", and a tangent of 153.40 feet; A A B B B C C C D E N89%%d26’48"W 1104.33’N00%%d06’15"E 406.20’20’ B.L .20’ B.L.20’ B.L. 2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B .L . 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L .20’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B. L .20’ B.L.15’ B.L. 15’ B . L . 15’ B . L .15’ B.L.15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L. 15’ B.L.15’ B.L.15’ B.L.15’ B. L . 15’ B . L . STRE E T B STRE E T B S T R E E T C ST R E E T E STREET D STREET F STREET G ST R E E T H 2 0 ’ B . L . 20 ’ B . L . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 2 3 4 10 11 1 2 3 13 14 15 16 17 18 107’ 95’ 74’ 110’1 5 0 ’ 1 5 5 ’ 114’67’ 174’6’1 2 5 ’ 1 2 5 ’ 1 3 3 ’ 16 6 ’ 1 1 9 ’13 0 ’99’100’74’74’80’137’ 125’ 125’ 125’ 130’ 130’ 14 2 ’146’193’129’74’124’126’76’ 13’ 117’ 130’ 74’ 68’68’68’67’74’74’80’125’ 146’ 169’63’74’49’49’50’70’57’ 78’ 132’161’8 2 ’ 1 1 2 ’ 1 9 ’ 155’309’51’ 5 5 ’ 61 ’ 68 ’ 6 8 ’ " " 6 6 ’ 6 6 ’ 6 3 ’ 59 ’ 5 7 ’ 1 9 ’54’45’382’ 313’ 146’1 1 3 ’ 154’70’ 45’ 45’142’134’ 313 ’ 128’ 150’ 154’199’136’130’ " " " " 175’70’148’ 135’ 130’ 105’ 130’ 129’ 130’130’"" " " """"" " " 1 0 2 ’ 6 6 ’ 6 6 ’ 6 5 ’ 60 ’ 61 ’ " "61’ 6 0 ’ 5 8 ’ 60 ’60 ’ 14 9 ’39’59 ’ 58 ’ " " 160’ 146’117’98’6 4 ’ 4 5 ’ 2 1 ’ 5 8 ’ 60 ’ 58 ’ " "145’ 76 ’ 60 ’ "" 65 ’ 60 ’ 61 ’ 60 ’ 60 ’ 66 ’88’7 9 ’ 6 8 ’ 6 6 ’ 6 6 ’ 8 6 ’ 6 0 ’ 6 0 ’ 6 1 ’ 6 5 ’ 58 ’ 6 5 ’ 65 ’ 60 ’ 212’139’158’ 78 ’ 78 ’ 130’ 130’ 70 ’ 130’ 60 ’60 ’ 130’ 130’ 129’ 130’ 130’ """" " """ 6 0 ’ 6 1 ’61 ’63 ’ 70 ’ 5 6 ’ 7 7 ’ 5 7 ’ 57 ’60 ’60 ’65 ’ 65 ’ 70 ’ 60 ’ 63 ’ 64 ’ 61 ’ 7 3 ’ 67 ’ 6 7 ’ 7 0 ’ 135’71’67’60’""""" 60’"""""30’38’130’"""""140’ 6 6 ’52’ 6 0 ’55 ’60 ’""55 ’ 60 ’""" 70 ’ 7 4 ’ 8 1 ’47 ’ "" 120’ 125’129’130’" 130’7 0 ’50’ R50’ R 5 0 ’ R50’ R41 7 ’ 310’ 3 1 1 ’ 48 5 ’603’718’396’649’ 310’R= 275’R= 300’ R= 37 0 ’ R= 2 5 0 ’ R= 525 ’ R = 1 2 4 5 ’R= 2 2 5 ’ R = 9 3 5 ’ R = 3 0 0 ’ R = 6 2 5 ’ R = 2 7 5 ’R= 225’130’ 144’192’173’140’""60 ’60 ’55’ 55’ 55’ 129’" 60 ’ 10 ’ 10 0 ’ 130’ 143’ 175’ 6 4 ’ 6 4 ’74’20’ B . L . 20 ’ B . L . 9 9 5 ’ N00^32’10"E 73.30’ 7 7’ 10’ 11 6 ’ V.A.M.V.A.M.V.A.M .STREET A20’ B. L . 20’ B. L . 20’ B.L.20’ B.L.20’ B.L.20’ B.L.15’ B.L.15’ B.L.15’ B.L.0 50 100 200 SCALE: 1" = 100’ CURVE TABLE CURVE NO.DELTA RADIUS LENGTH TANGENT BEARINGCHORD 1. 00^54’32" 1260.00’ 19.99’ 9.99’ 19.99’ S04^34’38"E 2. 20^58’45" 740.00’ 270.96’ 137.01’ 269.44’ S14^36’44"E 3. 04^44’30" 600.00’ 49.13’ 24.58’ 49.12’ N51^06’46"E 4. 01^10’57" 1200.00’ 24.77’ 12.38’ 24.77’ N04^42’50"W CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E OWNER ALLEN, TEXAS 75013 972-396-1200 WARREN CORWIN OF OUT OF THE IN THE PRELIMINARY PLAT MEADOWBROOK TOWN OF PROSPER COLLIN COUNTY, TEXAS JAMES STONE SURVEY, ABSTRACT NO. 847 J.C. WILLIAMSON SURVEY, ABSTRACT NO. 948 SPENCER GRAHAM SURVEY, ABSTRACT NO. 359 5400 DALLAS PARKWAY FRISCO, TEXAS 75034 972-618-3800 CLEBURNE SMITH 55 PROSPER, LP.U.S. 380JAMES STONE SURVEYABSTRACT NO. 847C. WILLIAMSON SURVEYABSTRACT NO. 9485 0 ’ B I - S T O N E F U E L C O . E S M T . V O L . 6 0 8 , P G . 8 6 7 5 ’ P I P E L I N E E S M T . V O L . 5 2 1 4 , P G . 2 3 0 1 5 0 ’ B I - S T O N E F U E L C O . E S M T . V O L . 6 0 8 , P G . 8 6 STREET K K STREET K K STREET K K 60’SHEET 6 OF 6SHEET 6 OF 6SHEET 4 OF 6SHEET 4 OF 6SHEET 6 OF 6 NOTES: C.M. - Controlling Monuments H.O.A. - Homeowners Association B.L. - Building Line D.E. - Drainage Easements 2. LEGEND 1. Bearings are referenced to a 117.3307 acre tract, as described in Deed 2004-132951, in the Deed Records of Denton County, Texas. S.S.E. - Sanitary Sewer Easements. - Phase line - Existing Tree Line - Street Name Change - Indicates front yard - 8’ Hike & Bike Trail 25’ LANDSCAPE B UFFE R 2 5’ L A N DS C APE BUFFER 25’ LAN D SC APE B U FFER 25’ LA N D SC APE BU FFER SCALE 1" = 100’ DECEMBER 2012 & SID EW ALK EASEM ENT & SID EW ALK EASEM ENT & SIDE WAL K EAS EMENT& SI DEWALK EASEM ENT60’ R.O.W .60’R.O.W.60 ’ R. O . W . - Open Spaces owned and maintained by H.O.A. 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 55 PR O S P E R , L P . CLERK S F I L E N O . 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 FLUP : M E D I U M D E N S I T Y R E S I D E N T I A L ZONIN G P D 2 5 3. "Notice: Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utility and building permits". 4. All fences adjacent to parks or open spaces shall be ornamental metal. 5. The thoroughfare alignment(s) shown on this exhibit are for illustration purposes and does not set the alignment. The alignment is determined at time of final plat 12345678910111212345678910111212341314151617181920212223242526272829303132333435COMMONAREA R-1COMMON AREA S-1COMMON AREA S-112312345678910111213141516171819202122123456789101112AABCCCOMMONAREA A-1COMMONAREA A-1COMMONAREA B-1COMMONAREA A-12324252627282930313233AA112345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667123456789101112131415161718192021221234567891011121314151617181920212223242526272829303132332345678910111213141516171819202122234748495051525354555657585960616263646566676869707172737475763938373635343332891011121314123456789101112131415161718192021222324252627282930313212345678910111213141516171819COMMONAREA K-1COMMONAREA K-1COMMONAREA K-1COMMONAREA G-1COMMON AREA F-2COMMONAREA K-13334353637383940414243444546123456789101112131415161718192021222324252627282930317654321123456789101112131412312212112011911811711611511411311211111010910810710610510410310210110099989796959492919089888786858483828180797877767574737271706968676665641234567891011121314151617COMMONAREA F-1COMMONAREA E-193AAAAAACOMMONAREA A-2COMMONAREA A-2COMMONAREA D-1AA3435363738394041424344454647484950515253545556575859606162631234567891011121314151617181920212223242526567891011121314151636373839404142434445464748495012345678910COMMONAREA R-3COMMON AREA S-2AAAAAAAAADDDDEEEFFFFFFGGGGCOMMONAREA G-2COMMONAREA F-2HHCOMMON AREA F-1JJJKKKKKKKKKCOMMONAREA K-2COMMON AREA K-2KKKKKKLLLLCOMMON AREA L-1COMMONAREA L-1LLLLMMMNNNNNPPPCOMMON AREA P-1K-2AREACOMMONRRRRRRRRRSSSSSTTLOT 1, BLOCK VLOT 1, BLOCK WLOT 1, BLOCK XLOT 1, BLOCK YUUCOMMONAREA L-1 N89%%d34’25"W 944.89’ = 21^03’05"R= 740.00’T= 140.84’L= 278.35’C= 276.71’B= S44^06’59"E = 54^50’24"R= 860.00’T= 446.16’L= 823.14’C= 792.08’B= S27^28’19"ES00%%d03’07"E 185.80’ N00%%d03’07"W 209.86’ = 11^02’40"R= 62.00’T= ----’L= 127.74’C= 106.31’B= S29^13’16"E = 96^30’50"R= 200.00’T= 224.14’L= 336.90’C= 298.46’B= S48^18’32"E = 62^47’21"R= 200.00’T= 122.05’L= 219.18’C= 208.37’B= N22^03’51"E = 35^07’48"R= 600.00’T= 189.93’L= 367.88’C= 362.14’B= S67^14’12"WS06^33’57"E60.00’ = 01^02’22"R= 1360.00’T= 16.23’L= 32.46’C= 32.46’B= S84^07’04"W = 56^10’11"R= 470.00’T= 250.80’L= 460.76’C= 442.53’B= S37^38’59"WS00^27’56"W39.65’N00^25’51"E74.52’ = 57^12’26"R= 530.00’T= 289.01’L= 529.18’C= 507.47’B= N37^07’51"E = 54^50’24"R= 800.00’T= 415.04’L= 765.71’C= 736.82’B= N27^28’19"W = 21^42’33"R= 800.00’T= 153.40’L= 303.12’C= 301.31’B= N44^02’15"W = 20^58’45"R= 800.00’T= 148.12’L= 292.92’C= 291.29’B= N14^36’44"W = 126^02’26"R= 62.00’T= 446.16’L= 121.79’C= 110.50’B= N29^10’49"W = 16^03’46"R= 660.00’T= 93.13’L= 185.03’C= 184.41’B= S57^41’11"W = 16^58’03"R= 600.00’T= 89.50’L= 177.68’C= 177.03’B= N57^15’02"E = 09^16’43"R= 630.00’T= 51.12’L= 102.02’C= 101.91’B= N04^41’28"W20’ B.L.20’ B.L.20’ B.L.20’ B.L.20’ B.L. 15’ B.L. C1 C2 C3STREET J EET K K STREET LLN08^12’25"E75.69’S01^07’55"W75.01’16171819202122232425262728291234567811234234567891010126’140’"""87’ 143’173’130’29’29’55’""80’57’57’""""119’63’146’138’138’"""""57’57’""""41’70’56’107’56’""""144’ 147’144’""""""87’85’"150’134’124’""81’74’74’""""""7’239’186’82’116’62’100’74’"74’130’175’177’175’176’175’177’176’"173’110’46’74’55’""""""50’ R50’ R599’115’R= 300’R= 1230 ’R= 300’445’409’124’74’6789176’29’16’51’134’134’74’""74’85’124’134’134’1213 = 01^12’43"R= 1200.00’T= 12.69’L= 25.38’C= 25.38’B= N04^43’43"WS83%%d49’31"E100.50’S89%%d32’09"E125.00’S44^32’09"E35.36’N89^32’09"W 320.00’ To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – January 6, 2015 Agenda Item: Consider and act upon an amending plat for Tanner’s Mill, Phase 1B, Block X, Lots 2, 7, and 8, on 49.1± acres, located on the west side of Preston Road, 2,000± feet north of Prosper Trail. The property is zoned Planned Development-22 (PD-22). (D14-0085). Description of Agenda Item: The amending plat shows 116 single family residential lots and 9 common area lots to be owned and maintained by the homeowners association (HOA). The purpose of the amending plat is to dedicate a hike and bike trail easement to Block X, Lot 2, to allow for public access on the hike and bike trail, as well as to dedicate access easements to Block X, Lots 7 and 8, to allow for public access on the sidewalk along Coleman Street. The preliminary plat conforms to the Planned Development-22 (PD-22) development standards. Budget Impact: There are no significant budget implications associated with the approval of this amending plat. Legal Obligations and Review: The amending plat meets minimum development requirements. Attached Documents: 1. The amending plat. Town Staff Recommendation: Town staff recommends approval of the amending plat subject to: 1. Town staff approval of all additions and/or alterations to the easements on the amending plat. Prosper is a place where everyone matters. PLANNING Page 1 of 1 AMENDING PLAT TANNER'S MILL PHASE 1B 116 RESIDENTIAL LOTS DEVELOPED TO PD-22 SF10 & SF15 STANDARDS & 9 HOA LOT S (3.0433 Ac.) 49.047 ACRES OUT OF THE SPENCER RICE SURVEY, ABSTRACT NO. 787 AND THE COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 147 TOWN OF PROSPER, COLLIN COUNTY, TEXAS H TRO N POINT OF BEGINNING PLAT AMENDMENT PURPOSE: H TRO N AMENDING PLAT TANNER'S MILL PHASE 1B 116 RESIDENTIAL LOTS DEVELOPED TO PD-22 SF10 & SF15 STANDARDS & 9 HOA LOT S (3.0433 Ac.) 49.047 ACRES OUT OF THE SPENCER RICE SURVEY, ABSTRACT NO. 787 AND THE COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 147 TOWN OF PROSPER, COLLIN COUNTY, TEXAS PLAT AMENDMENT PURPOSE: AMENDING PLAT TANNER'S MILL PHASE 1B 116 RESIDENTIAL LOTS DEVELOPED TO PD-22 SF10 & SF15 STANDARDS & 9 HOA LOT S (3.0433 Ac.) 49.047 ACRES OUT OF THE SPENCER RICE SURVEY, ABSTRACT NO. 787 AND THE COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 147 TOWN OF PROSPER, COLLIN COUNTY, TEXAS PLAT AMENDMENT PURPOSE: To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – January 6, 2015 Agenda Item: Consider and act upon a preliminary plat for Meadowbrook Collector, on 4.0± acres, located on the north side of US 380, 3,500± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D14-0090). Description of Agenda Item: The preliminary plat shows a segment of a future collector which will serve the Meadowbrook subdivision, from US 380 to Meadowbrook. The preliminary plat conforms to the Planned Development-25 (PD-25) development standards. Budget Impact: There are no significant budget implications associated with the approval of this preliminary plat. Legal Obligations and Review: The preliminary plat meets minimum development requirements. Attached Documents: 1. The preliminary plat. Town Staff Recommendation: Town staff recommends approval of the preliminary plat subject to: 1. Town staff approval of all right-of-way dedication, turn lanes, drive openings, street sections, and easements. 2. Town staff approval of the preliminary civil engineering plans. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – January 6, 2015 Agenda Item: Consider and act upon a preliminary plat for Meadowbrook, being 645 single family residential lots, on 236.5± acres, located on the south side of First Street, 900± feet east of Coit Road. The property is zoned Planned Development-25 (PD-25). (D14-0091). Description of Agenda Item: The preliminary plat shows 645 single family residential lots. Access will be provided from First Street and Coit Road. The preliminary plat conforms to the Planned Development-25 (PD-25) development standards. The previously approved preliminary plat included a 12.3± acre land reservation for a proposed school site. The school district has indicated that there is no longer a need for a school site in the Meadowbrook subdivision; therefore the proposed preliminary plat does not include a reservation of land for a future school site. Budget Impact: There are no significant budget implications associated with the approval of this preliminary plat. Legal Obligations and Review: The preliminary plat meets minimum development requirements. Attached Documents: 1. The preliminary plat. Town Staff Recommendation: Town staff recommends approval of the preliminary plat subject to: 1. Town staff approval of all thoroughfare locations, design criteria, right-of-way dedication, turn lanes, drive openings, median openings, street sections, hike and bike trails, and sidewalks. 2. Town staff approval of all additions and/or alterations to the easements on the preliminary plat. 3. Town staff approval of all studies required by Section 14 of the Subdivision Ordinance, including, but not limited to, a flood study, wetland delineation study, habitat study, and vegetative study. Prosper is a place where everyone matters. PLANNING Page 1 of 2 4. Town staff approval of all preliminary water, sewer, and drainage plans. 5. Town staff approval of street names. 6. Revising the preliminary plat so that all lots meet the minimum width/lot requirements of Planned Development-25 (PD-25). 7. Revising the preliminary plat to provide a delineation line between Tract A and Tract B. Page 2 of 2 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – January 6, 2015 The Town Council cancelled their regular meeting for December 23, 2014; therefore no action was taken on any items previously acted on by the Planning & Zoning Commission Prosper is a place where everyone matters. PLANNING Page 1 of 1