Loading...
HomeMy WebLinkAboutPZpkt2020-09-01THE CITY OF AGENDA Afth PLANNING AND ZONING COMMISSION TUESDAY, SEPTEMBER 1, 2020 @ 7:00 P.M. The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on Tuesday, September 1, 2020, at the Anna City Hall located at 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance 3. Neighbor Comments: At this time, any person may address the Planning & Zoning Commission regarding an item on this meeting agenda that is not scheduled for public hearing. Also, at this time any person may address the Commission regarding an item that is not on this meeting agenda. Each person will be allowed up to 3 minutes to speak. We are encouraging neighbors who wish to have their comments included, e-mail Planner II Lauren Mecke (LMECKE(a-)-annatexas.gov) by September 1, 2020, no later than 5:00 PM so it may be read into the record. No discussion or action may be taken at this meeting on items not listed on this agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. 4. Location Map Consent Items 5. Consider/Discuss/Action on a recommendation regarding the White Oaks Addition, Block A, Lot 1- 5 Final Plat. Applicant: Tyler Rank 6. Consider/Discuss/Action on a recommendation regarding The Villages of Hurricane Creek Revised Preliminary Plat. Applicant: Jay Reissig, Peloton Land Solutions 7. Consider/Discuss/Action on a recommendation regarding The Villages of Hurricane Creek - North Preliminary Plat. Applicant: Jay Reissig, Peloton Land Solutions 8. Consider/Discuss/Action to approve minutes of the August 3, 2020 Planning and Zoning Commission meeting. Public Hearing Items 9. A) Conduct a public hearing regarding a request to amend Article 9.04 Zoning Ordinance and Article 9.05 Signs of Chapter 9 Planning & Development Regulations of the City of Anna Code of Ordinances in order to amend regulations pertaining to sign variances. B) Consider/Discuss/Action on a recommendation regarding a request to amend Article 9.04 Zoning Ordinance and Article 9.05 Signs of Chapter 9 Planning & Development Regulations of the City of Anna Code of Ordinances in order to amend regulations pertaining to sign variances. PZ Agenda 09-01-2020 Page 1 of 2 Posted 08-28-2020 Adjorn This is to certify that I, Ross Altobelli, Director of Development Services, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. August 28, 2020. �� Ross Altobelli T Director of Development Services Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 9729243325 two working days prior to the meeting so that appropriate arrangements can be made PZ Agenda 09-01-2020 Page 2 of 2 Posted 08-28-2020 CITY OF ANNA Planning & Zoning Commission September 1, 2020 Final Plat: White Oak Addition, Block A, Lots 1-5 Applicant: Tyler Rank AGENDA ITEM: Consider/Discuss/Action on a recommendation regarding the White Oak Addition, Block A, Lots 1-5 Final Plat. SUMMARY: Five lots on 15.9± acres located at the southeast corner of CR 511 and White Oak Circle. Located within the extraterritorial jurisdiction (ETJ). RECOMMENDATION: Recommended for approval subject to the addition of language from the on -site sewage facility review by Collin County Development Services. ATTACHMENTS: Locator Exhibit f ' .; W HOUSTON.ST y . Final Plat- White Oaks Addition Block A, Lots 1-5 W AUST, N ST w� BAILEY-ST a Ilk Ld Z Q O e ♦� ... w. co 4s/y y 4 w i {i . ■ ! a O lop F- Art - fn fn • -s _ _ � � � fir~ _ LLJ 46 THE CITY OF N r� Attiftt.t.. - Q Proposed Site 16,rCity Limits 1 ¢}r W Parcels 16 ETJ Q 0 250 500 1,000 Feet August 2020 L\Planning & Development\Project Review\White Oaks Circle Addition\LocatorWgenda Map.mxd GENERAL NOTES 1.) The purpose of this plat is to create 5 official lots of record from 3 tracts of land. 2.) This property is located in "Non -shaded Zone X" according to the F.E.M.A. Flood Insurance Rate Map dated June 2, 2009 as shown on Map Number 48085C0180J. 3.) The grid coordinates shown on this plat are based on GPS observations utilizing the AIITerra RTKNET Cooperative network. NAD 83(2011) State Plane Coordinate System (Texas North Central Zone - 4202). 4.) 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/or withholding of utilities and building permits. 5.) All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.) The bearings shown on this plat are based on GIPS observations utilizing the AIITerra RTKNET Cooperative network. NAD 83(2011) Datum. CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Anna, Collin County, Texas. PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document Matthew Raabe, R.P.L.S. # 6402 Date STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person 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 THE OFFICE this day of 12020. Notary Public in and for the State of Texas LEGEND PG = PAGE VOL =VOLUME POB = POINT OF BEGINNING IRF = IRON ROD FOUND CIRF = CAPPED IRON ROD FOUND DOC. NO. = DOCUMENT NUMBER D.R.C.C.T. = DEED RECORDS, COLLIN COUNTY, TEXAS O.P.R.C.C.T. = OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS EXHIBIT, A CALLED 19.28 ACRES KILE PUBLISHING, INC. DOCUMENT NO. 92-0026238 O.P.R.C.C.T. N:7182468.84 E:2586974.21 BLOCK A POB MAG NAIL FOUND 1.12 ACRE / 48,720 SQ. FEET RIGHT-OF-WAY RESERVATION BY THIS PLAT N L � N cfl IW O - Z o CD 0 a o_ O Z U r O 0 0 0 CD Z CALLED 18.06 ACRES Q w Z GLENN DAVIS O DOCUMENT NO. m 20110830000915630 Q O.P.R.C.C.T.LL 0 Z = U D O tU CALLED 399.6595 ACRES BRUNHILD INVESTMENTS, INC. DOCUMENT NO. 92-0033855 O.P.R.C.C.T. 0.22 ACRE / 9,558 SQ. FEET RIGHT-OF-WAY RESERVATION BY THIS PLAT CALLED NORTH TRACT - 39.197 ACRES CHAPEL HILL INVESTMENTS, LTD VOL. 4613, PG. 879 (DOCUMENT NO. 00-0018302) O.P.R.C.C.T. W O Ln O 0 O � O POB BLOCK B N:7181475.19 E:2586969.83 CALLED 4.610 ACRES DANIELLA D. PAPPAS DOCUMENT NO. 20161108001521390 O.P.R.C.C.T. CALLED TRACT 2 - 4.716 ACRES DANIEL AND NIKI JACKSON DOCUMENT NO. 20140707000693750 O.P.R.C.C.T. WHITE OAK CIRCLE RIGHT-OF-WAY BY USE AND OCCUPATION N S 89036'29" E 749.23' S 89°36'29" E 699.23' 50' 446.31' 25' BUILDING SETBACK K K v Y � U � a w Iw o U) rn Z z o Z D K m K N L O T 1 4.24 ACRES 184,807 SQ. FEET CALLED 10.7096 ACRES BRUNHILD INVESTMENTS, INC. VOL. 4206, PG. 1919 (98-0073879) O.P.R.C.C.T. S 89°37'07" E 446.21' L O T 3 CO W 1.89 ACRES 82,230 SQ. FEET ih N CALLED 2.100 ACRES BOBBY AND VICTORIA MELTON °oo DOCUMENT NO. J) 20200116000072810 50'" 50.00' i 1/2 CIRF 0.P.R.C.C.T. "PREMIERE I 446.25 SURVEYING" MAG NAIL i N 89055'31 " W 613.18' FOUND LOT 1, BLOCK A ROJAS ADDITION 40' RIGHT-OF-WAY DEDICATION DOC# DOC# P.R.C.C.T. P.R.C.C.T. CALLED 2.500 ACRES DANIEL ROJAS DOCUMENT NO. 20200518000718480 O.P.R.C.C.T. MAG S 89056'48" E 611.55' FOUNDIL 50.00' 1 1 561.55' 50' CALLED 3.559 ACRES PHILIP AND JONNYE BOWER DOCUMENT NO. 20190808000952470 O.P.R.C.C.T. in N 252.92' L O T 2 3.46 ACRES 150,882 SQ. FEET CALLED 10.7096 ACRES BRUNHILD INVESTMENTS, INC. VOL. 4206, PG. 1919 (98-0073879) O.P.R.C.C.T. 1/2" CIRF "PREMIERE SURVEYING" m Y a L O T 5 CALLED 10.429 ACRES rn BRUNHILD INV., INC. W 2.50 ACRES VOL. 4551, PG. 927 z 108,767 SQ. FEET (DOCUMENT NO. 0 99-0143708) o J m oL0CLK A O.P.R.C.C.T. Z •- 50' N 50.00' 561.32' MAG NAIL N 89027'57" W 611.32' FOUND CALLED 4.928 ACRES JASON W. PIPKIN DOC. NO. 20150917001184860 D.R.C.C.T. Project 2003.011 EAGLE SURVEYING, LLC 210 S. Elm Street, Suite: 104 Denton, TX 76201 SURVEYOR Eagle Surveying, LLC 210 S. Elm Street, Suite: 104 OWNER Contact: Steve Brunhild InvestmentsBrunhild, Inc. P.O. Box 6062 OWNER Bobby and Victoria Melton 5305 Oakley Road Date 08/17/2020 EAR L E (940) 222-3009 Denton, TX 76201 (940) 222-3009 McKinney, TX 75071 McKinney, Texas 75070 (214) 924-1894 Drafter TAR SURVEYING TX Firm #10194177 (972) 800-9831 BLOCK A CALLED TRACT 2 - 6.087 ACRES ANDRIA LAI DOCUMENT NO. 20160331000383300 O.P.R.C.C.T. 1/2" CIRF "PREMIERE SURVEYING" ti ti O � SIJRVEY� JOHN RORACT NO 784 p`B ST L N Ul) r 0 O O CALLED 5.148 ACRES JULIO AND ARMIDA TANGUMA DOCUMENT NO. 96-0095435 O.P.R.C.C.T. 1/2" CIRF "PREMIERE N 89°55'31" W 252.95' SURVEYING" 1/2" CIRF 136.01' "PREMIERE LU SURVEYING" CALLED 10.429 ACRES O 00 BRUNHILD INV., INC. O VOL. 4551, PG. 927 (DOCUMENT NO. 0 ti 99-0143708) O O.P.R.C.C.T. O Z 1/2" CIRF "PREMIERE SURVEYING" N 0) N O O t0 r O O O 7G 1/2" CIRF "PREMIERE SURVEYING" S 89055'31 " E 473.57' 448.42' L O T 4 2.40 ACRES 104,472 SQ. FEET 25.1 581.96' N 89054'23" W 607.14' 25.1 LOT 1, BLOCK A 25' RIGHT-OF-WAY DEDICATION HUTH ADDITION DOC# P.R.C.C.T. DOC# P.R.C.C.T. CALLED 2.715 ACRES DAVID AND ANGELA HUTH DOCUMENT NO. 20200108000031990 O.P.R.C.C.T. CALLED 5.025 ACRES JAMES J. PATTERSON AND WIFE, LAVONA S. PATTERSON VOLUME 1812, PAGE 965 D.R.C.C.T. HEALTH DEPARTMENT CERTIFICATION I hereby certify that the on -site sewage facilities described on this plat conform to the applicable OSSF laws of the State of Texas, that site evaluations have been submitted representing the site conditions in the area in which on -site sewage facilities are planned to be used. Registered Sanitarian or Designated Representative Collin County Development Services OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § N COUNTY OF COLLIN § WHEREAS, Brunhild Investments, Inc., Bobby Melton and Victoria Melton, are the owners of a total of 18.43 acres of land out of the JOHN ROWLAND SURVEY, ABSTRACT NUMBER 784, situated in Denton County, Texas and being a portion of a called 10.7096 acre tract of land conveyed to Brunhild Investments, Inc. by deed of record in Volume 4206, Page 1919 - (Document No. 98-0073879) of the Official Public Records of Collin County, Texas, also being all of a called 2.100 acre tract of land conveyed to Bobby and Victoria Melton by deed of record in Document No. 20200116000072810 of said Official Public Records, and a portion of a called 10.429 acre tract of land conveyed to Brunhild Inv., Inc. by deed of record in Volume 4551, Page 927 - (Document No. 99-0143708) of said Official Public Records, and being more particularly described in two (2) parts, by metes and bounds as follows: PART 1 - LOTS 1-4, BLOCK A: 1 " - 100' BEGINNING, at a Mag nail found at or near the intersection of the center of County Road 511 and the center of White Oak Circle, being in the East line of a called 19.28 acre tract of land conveyed to Kile Publishing, Inc by deed of record in Document No. 92-0026238 of said Official Public Records, also being the Southwest corner of a called 4.610 acre tract 0' 50' 100' of land conveyed to Daniella Pappas by deed of record in Document No. 20161108001521390 of said Official Public Records, also being the Northwest corner of said 10.7096 acre tract and hereof; THENCE, S89°36'29"E, leaving the East line of said 19.28 acre tract, along or near the center of White Oak Circle, along the North line of said 10.7096 acre tract and in part, the common South line of said 4.610 acre tract, in part, the common South line of a called Tract 2 - 4.716 acre tract of land conveyed to Daniel and Niki Jackson by deed of record in Document No. 20140707000693750 of said Official Public Records, in part, the common South line of a called 3.559 acre tract of land conveyed to Philip and Jonnye Bower by deed of record in Document No. 20190808000952470 of said Official Public Records, and in part, the common South line of a called Tract 2 - 6.087 acre tract of land conveyed to Andria Lai b deed of record in Document No. 20160331000383300 of said Official Public Records passing at a distance of 715.90 feet a 1/2 inch iron rod found at the common Y �p 9 South corner of said 3.559 acre tract and said 6.087 acre tract, and continuing a total distance of 749.23 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found at the Northwest corner of a called 5.148 acre tract of land conveyed to Julio and Armida Tanguma by deed of record in Document No. 96-0095435 of said Official Public Records, being the Northeast corner of said 10.7096 acre tract, for the most Northerly Northeast corner hereof; THENCE, S00°15'21"W, leaving the South line of said 6.087 acre tract and White Oak Circle, along the East line of said 10.7096 acre tract and the common West line of said 5.148 acre tract, passing at a distance of 30.14 feet, a 3/4 inch iron rod found and continuing a total distance of 620.77 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found in the North line of said 10.429 acre tract, being the Southwest corner of said 5.148 acre tract, for an inner ell corner hereof; THENCE, S89°55'31 "E, along the North line of said 10.429 acre tract and the common South line of said 5.148 acre tract, passing at a distance of 443.46 feet, a 3/4 inch iron rod found and continuing a total distance of 473.57 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found in White Oak Circle, being the West line of a called 5.6874 acre tract of land conveyed to Cheryl Pavey by deed of record in Document No. 20100811000833490 of said Official Public Records, also being the Southeast corner of said 5.148 acre tract, also being the Northeast corner of said 10.429 acre tract, for the most Easterly Northeast corner hereof; THENCE, S06°07'39"E, along the East line of said 10.429 acre tract and the common West line of said 5.6874 acre tract, along White Oak Circle, a distance of 72.36 feet to a 1/2 inch iron rod found at the Northwest corner of a called 6.1297 acre tract of land conveyed to Terry and Lezlee Kocian by deed of record in Volume 4692, Page 2252 (Document No. 2000-0063790) of said Official Public Records, being the Southwest corner of said 5.6874 acre tract; THENCE, S06°46'49"W, along White Oak Circle, along the East line of said 10.429 acre tract and the common West line of said 6.1297 acre tract, a distance of 106.55 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found at the Northeast corner of a called 2.715 acre tract of land conveyed to David and Angela Huth by deed of record in Document No. 20200108000031990 of said Official Public Records, for the Most Easterly Southeast corner hereof; THENCE, N89'54'23"W, leaving the West line of said 6.1297 acre tract, along the North line of said 2.715 acre tract, passing at a distance of 19.82 feet, a cotton spindle found and continuing a total distance of 607.14 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found at the Northwest corner of said 2.715 acre tract, being the Southeast corner of a called 2.500 acre tract of land conveyed to Daniel Rojas by deed of record in Document No. 20200518000718480 of said Official Public Records; THENCE, N00°46'46"E, along the East line of said 2.500 acre tract, a distance of 177.58 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found in the South line of said 10.7096 acre tract, being the Northeast corner of said 2.500 acre tract; THENCE, N89°55'31"W, along the North line of said 2.500 acre tract, being in part, the common South line of said 10.7096 acre tract and in part, the common South line of said 2.100 acre tract, passing at a distance of 116.93 feet, a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found at the Southeast corner of said 2.100 acre tract and continuing a total distance of 613.18 feet to a Mag nail found at or near the center of County Road 511, being the Southeast corner of a called 18.06 acre tract of land conveyed to Glen Davis by deed of record in Document No. 2011830000915630 of said Official Public Records, also being the Northwest corner of said 2.500 acre tract, also being the Southwest corner of said 2.100 acre tract for the most Westerly Southwest corner hereof; THENCE, N00°15'09"E, along or near the center of County Road 511, being the West lines of said 2.100 acre tract and said 10.7096 acre tract, also being the common East lines of said 18.06 acre tract and said 19.28 acre tract, a distance of 624.92 feet to the POINT OF BEGINNING, and enclosing 13.21 acres (575,584 square feet) of land, more or less. CALLED 5.6874 ACRES PART 2 - LOT 5, BLOCK A: CHERYLPAVEY DOCUMENT NO. BEGINNING, at a Mag nail found at or near the center of County Road 511, being in the East line of a called North Tract - 39.197 acre tract of land conveyed to Chapel Hill 20100811000833490 Investments, LTD by deed of record in Volume 4613, Page 879 - (Document No. 00-0018302) of said Official Public Records, also being the Northeast corner of a called 4.928 acre O.P.R.C.C.T. tract of land conveyed to Jason W. Pipkin by deed of record in Document No. 20150917001184860 of said Official Public Records, also being the Southwest corner of said 10.429 1/2" CIRF acre tract and hereof; "PREMIERE SURVEYING" THENCE, N00°15'09"E, along or near the center of Count Road 511, being the West line of said 10.429 acre tract, and in art, the common East line of said 39.197 acre tract and g Y 9 p in part, the common East line of a called 399.6595 acre tract of land conveyed to Brunhild Investments, Inc. by deed of record in Document No. 92-0033855 of said Official Public 25 S 06°07'39" E records, a distance of 190.95 feet to a Mag nail found at the Southwest corner of a called 2.500 acre tract of land conveyed to Daniel Rojas by deed of record in Document No. 72.36' 20200518000718480 of said Official Public Records, for the Northwest corner hereof; 1/2" IRF THENCE, S89°56'48"E, leaving the East line of said 399.6595 acre tract and County Road 511, along the South line of said 2.500 acre tract, a distance of 611.55 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found at the Southeast corner of said 2.500 acre tract, being the Northwest corner of a called 2.715 acre tract of land conveyed to David and Angela Huth by deed of record in Document No. 20200108000031990 of said Official Public Records, for the Northeast corner hereof; S 06046'49" W THENCE, S00°19'22"W, along the West line of said 2.715 acre tract, a distance of 196.09 feet to a 1/2 inch iron rod with orange plastic cap stamped "Premier Surveying" found in 106.55' the North line of a called 5.025 acre tract of land conveyed to James J. Patterson and wife, Lavona S. Patterson by deed of record in Volume 1812, Page 965 of the Deed Records of Collin County, Texas, being the South line of said 10.429 acre tract, also being the Southwest corner of said 2.715 acre tract, for the Southeast corner hereof; 25' 0.10 ACRE / 4,473 SQ. FEET THENCE, N89°27'57"W, along the South line of said 10.429 acre tract, being in part, the common North line of said 5.025 acre tract and in part, the common North line of 1/2" CIRF "PREMIERE RIGHT-OF-WAY RESERVATION said 4.928 acre tract, a distance of 611.32 feet to the POINT OF BEGINNING, and enclosing 2.72 acres (118,325 square feet) of land, more or less. SURVEYING" BY THIS PLAT N:7181664.58 E:2588189.36 NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, Brunhild Investments, Inc., Bobby Melton and Victoria Melton, do hereby adopt this plat, designating herein described property as WHITE OAKS ADDITION, an addition CALLED 6.1297 ACRES to the City of Anna, Collin County, Texas, and do hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown TERRY AND LEZLEE KOCIAN for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the VOL. 4692, PG. 2252 drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use DOCUMENT NO. 2000-0063790 same. All and any public utility 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 O.P.R.C.C.T. any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: Brunhild Investments, Inc. OWNER: Bobby Melton OWNER: Victoria Melton BY: BY: BY: Steve Brunhild Date Bobby Melton Date Victoria Melton Date STATE OF § STATE OF § STATE OF § COUNTY OF § COUNTY OF § COUNTY OF § BEFORE ME, the undersigned authority, on this day BEFORE ME, the undersigned authority, on this day BEFORE ME, the undersigned authority, on this day personally appeared Steve Brunhild, known to me to personally appeared Bobby Melton, known to me to be personally appeared Victoria Melton, known to me to be the person whose name is subscribed to the the person whose name is subscribed to the foregoing be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he instrument, and acknowledged to me that he executed foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations the same for the purposes and considerations therein executed the same for the purposes and considerations therein expressed and in the capacity therein stated. expressed and in the capacity therein stated. therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE GIVEN UNDER MY HAND AND SEAL OF THE GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this day of 2020. OFFICE this day of 2020. OFFICE this day of , 2020. Notary Public in and for the State of Texas CERTIFICATE OF APPROVAL APPROVED on this the day of 2020 by the City Council, City of Anna, Texas. Mayor ATTEST: City Secretary FINAL PLAT WHITE OAKS ADDITION LOTS 1-5, BLOCK A BEING 15.93 ACRES OF LAND SITUATED IN THE JOHN ROWLAND SURVEY, ABSTRACT No. 784 CITY OF ANNA, COLLIN COUNTY, TEXAS PAGE 1 OF 1 1 PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document CITY OF ANNA Planning & Zoning Commission September 1, 2020 Revised Preliminary Plat: The Villages of Hurricane Creek Applicant: Jay Reissig AGENDA ITEM: Consider/Discuss/Action on a recommendation regarding The Villages of Hurricane Creek Revised Preliminary Plat. SUMMARY: 615 single-family residential lots, 22 common area lots, two parkland lots, one amenity center, and one civic center (fire station) lot on 368.2± acres located on the west side of future Standridge Boulevard 662± feet north of West White Street (FM 455). Zoned Planned Development 689-2015. RECOMMENDATION: Recommend for approval as submitted. ATTACHMENTS: Locator Exhibit ,. Revised Preliminary Plat- The Villages of Hurricane Creek to 1 i 3 is At & W x'�i ' 0 m � :.. - .?r r is •.!�s . • : . has w Z V p SUZIE� N ' O v Z � I y Z - .09 CREEK iMEADOW,DR....■s F� LAKESHORE DR Q 7} �nI.FM 455 KBERRYiDR O�A U W WHITE ST La! i I i =31 o THE CITY OF N V'=� fi 3Q1 Q ■ r City Limits Proposed Site 71�Ij O, Parcels �t�t IETJ r= ► Er 0 500 1,000 2,000 Feet !Y August 2020 L.\Planning & Development\Proiect Review\Villages of Hurricane Creek - Revised Preliminary Plat\Locator\Agenda Map.mzd BLUE SPRUCE LTD PSHP JAN SHERLEY MILLER, ET AL EXISTING JAN SHERLEY MILLER, ET AL ABS A0509 JM KINCAID SUR11c ABS A0509 JM KINCAID SURVEY, FLOODPLAIN ABS A0105 JOS BOYLE SURVEY, TRACT 6, 49.776 ACRI-" o n PARCEL ID: 265730! N88 59 33 E TRACT 1, 31.68 ACRES In- 1�-- 5/8" IRF DISTRICT 0 �� , TRACT 3,119.0 ACRES 3/8" IRF N89 05 29 E 1,757.67 PARCEL ID: 1001338 PARCEL N88018'31 "E 742.84' "DC&A" 427.30' 100, 100, 100, 100, 100, 100, 100, 100, 5/8" IRF 5/8" IRF 205' 170' o 100, �4J 105' 0100, 4 0 0 � 80' 80' 80' "PELOTON" "ILLEG" m o in t- ti 4 5 6 Lor2x p o 8 0 9 0 10 11 12 LOr3X PRIVATE I LOr4X PRIVATE o N 1 2 O 3 � 5 ¢ Q d 1 2 3 PRIVATE OPEN SPACE 7 25' BL OPEN SPACE ± 0.58 ACRES OPEN SPACE ± 2.27 ACRES _ 1 00.00 _ - 25' BL 25' BL ± 0.58 ACRES 100' 100' 80' 80' 80' N88018'50"E 793.96' / JAN SHERLEY MILLER, ET AL ABS A0752 WS RATTON SURVEY, 1/2" IRF TRACT 1, 66.845 ACRES o n PARCEL ID: 2138032 S00 42 12 E / EXISTING LOT 7X PRIVATE 2 32.2 6' FLOODPLAIN OPEN SPACE VPtN SPACE DISTRICT + 0.62 ACRES ± 0.35 ACRES 1/2" IRF N89004'42"E 1,184.38' 5/8" IRF 1g3, °� 178' 100' 100 — — _ — v C-i �o• "PELOTON" N56°39'59"E Aso. — STFtEET'D' _ — STREET'D' 80' -- - s 100, 100, 100' I �'� 4 104' m 3 og 80' 25' BL 100, 105' 120' \ °' 148' �O �V \off co°j ^�� S 72' 106' 41.71 25' BL m ^ 4 O rn- 0 1 rn o �7 11 12 o I N 1 2 3 4 ^ O co �V� �O �� 150' , 2 3 r 4 5 6 Ui Lor 1x 120' W 120, 9 rn 10 1 720 ^ 7 7 ^5 l�� Q� I ° 100' 1 80' 80' 63' O f 2 104' 70' 70 ' 70' TY YO 75' 70' - - , 0 2 N 3 4 5 6 O In z 70' 70' EX TING 'SF-E' ZONING 1/2" IRF P 70' 70' 12 70 85 I Ny 7 s s 10 "� 12 1/2" IRF ~70 70'� 70'� 70� 66' 65, "GEER 3258" - 1' nJ _ J !-1 OPEN SPACE PRIVATE _ Q/ ^` 70 �1 ror ex vRroar O Q / O OPEN SPACE f'- 1° '� 95' S �(/ J $ 5� ' J Q ± o ae acREs o ~ 3 ±4.soacREs o 2 w 5 w ® '�, timv8 �' o �` o e 1 STREET'K STREET 0 2 O f'- 100' YP J m ~� rn o 6 O r \ LOT5XPRIVATE O p Q J (0 Q } \ w U W rn 101 13 \ OPEN SPACE �8 72 ^n, ^, R3660' 70' 144' w 150' w W 120' I �2 ±o.69ACREs 5' 6 QUO ° �� O >> 74' 74' 74' 71 70' 75'y 75 70' 70' TYP 25' BL o 0 120' 100' o s o ° 25'BL j, 8 111' 1/2" IRF (of U)n 1 m- (n 12 11 10 b a- 9 8 7 O' b 3 m 5 v O 14 �O° �� > 00 72s, �O ^�O �� VO ^� 5 1 N 7 8 o g 10 11 No 12 ' 1 0 2 3 4 No 5 6 13 No o , "GEE R �� w �, A moo. / / 10 7' 6 0 107' 0 12p, 3258" Q U N N N F U 120' 9, 1g1 072 72 72' 71' m v Z - Q 25' BL gCi 15 0� 7 ° O 96' 72' W m m 13 2 ^o 105' R 5 2 O 9 r O " HU�� 105' 100 5p 100' �2 , O 0 0. w / 11 6 72' r� COLLECTOR'D' 4 6T ° s \ Teo. 72' �, 1s n115 14 13� 12 11 10 o s �, 0 12p, 1/2 IRF rn 55 16 7 8 L 3 ti N 13 Z o p 4 HZ� - — — A 1 �o w ro16 15 14 Q Y 5 X s, 12 ^ 19 18 0 25' BL o 0 145' , QS o / ��, � � o N20 17� � � 3 VICINITY MAP 0 c0 J 15' BL ti� NcP 17 O e! / �`� 22 21 0 25' BL 70' TYP 70' 52' 3 m 120 21 O 69' 70' 70' 75' 75' 70' -j U o 0 0 ^L� 0 �!`� 6 \ / 13 °' \�P� ®/ N 69' TYP — o STREET 'N — So, h 4 ^ NORTH N.T.S. U 59 cn o 8 y 1 6 ' 18 4� © , 8 l0 72 O9 QQ PG g 73j, 69' 3770' — C6 7 O � � 150' - - W 70 7 GJ�/ 14 O, 13� SQGQ� �p M R � A 3' R50' 20 20, �Q s 0 \s°�°Q0?oP 5 STREET 1 75' 75' 75' 71 70 75' S 75' 70' 70' TYP 25' BL 70' 72' A 29, = NOTES: Q 0 9 0 a I 82' 25' BL S % / 'C B! �, R W � n� No 6 v', 5 14 (/A 35 0 6 29 O 4 gyp, 78' 13 n� 12 11 10 s 8 7 0 0 o co (A 0 0 1aa tS' 19 � � //� ^`L 75' So' 3 4 0 5 s o 7 o �o M 1/2 IRF 1. FLOODPLAINS SHOWN FOR HURRICANE "GEER CREEK (MAINSTEM) ARE TAKEN FROM COLLIN �' 28 22 'Q h 0� To 0� O 23 0 11 h 78' 141' COUNTY DFIRM PANEL NO. 48085C0155J Q o co 60 58 0 7 2 �' I 3 l �� / T �O, 10 0 15s \ ^ 60' N 26 R I 1 N 2 72' 71' O 71' 3258" - 150' ' N 150' mN �p � �s � ti� 3 y�/ � l �"' � 25 0 (n 72' 72' m , —I p cn 150' TYP mr mo 8j, ^ °j, l0 Bl �%, 11 !� / b0 2p, , ^ 24 0 �{ n 78' r m 14 co f�T1 W TYP �Iq R6p 27 ^ 23 \Oi 2 i7�0, 14 \ 3o c'O 10 W ;10 W m N N �— o cn 0 7 O N 15 16 17 j 18 1s 20 21 zz o 23 0 , „ EFFECTIVE 06/02/2009. 57 mr ' �4 0 5 cn 3 •C% °8' cPj 9° 61 yo / �O �°. 12 Q� 69' 71 fil i � 13 12 11 0 0 25' BL S02 00 44 E 7 A Q 0 76' r m n110 9 iv 8 -I 14 0 0 0 r; 2 ^� 6 ti 0 32 3' - 14 0 Z 170, 78' 70' 70' �� , 2. FLOODPLAINS SHOWN FOR UNNAMED 150' O 51 24 5 13 ^ n� 27 25' BL - 70' TYP O 70 , �s26 �s 1 © � Q �° so N 2s o 28 O 69'70' 75' 75' 70, 201.29 TRIBUTARIES AND SCS POND # 45 ARE BASED PUBLIC PARK -I I o 0 13 y N o - 7a' 69' _ STREET'P' — o�— — 8S, ^L el oo �' 0` /ic 's �� / ` 75' — - 1/2" IRF ON FULLY -DEVELOPED WATERSHED HYDROLOGY. LAND DEDICATION 4 50 ^ °' d 12 31 70' R3080' r; 0 56 0 5 0 25 ^� '� el 0 72 0 73' 25, BL 7T 70' 70' TYP 70' 74' THE FLOODPLAINS WERE DEVELOPED AND ± 30.68 ACRES 8s 35 0 �s �\\ 14 / Tlo ' 's \ _ .� 75' 75' 75' 70' 70' s5' z5 BL oo �, "GEER DELINEATED ON LIDAR TOPOGRAPHY, WHICH w 150' So, �ti 6l 16 �< �, •- 83' 83' 8 O kl� 14 ro 15 16 17 GNo 18 1s o 20 3258" IS THE BEST AVAILABLE DATA AT THIS TIME. THE 3 REST g- 49 c� �p � 9, O / 69 69 1 N 2 3 ¢ 0 5 s 7 0 120' 120' o FLOODPLAIN LIMITS COULD THEREFORE BE 55 A �� — S� 90, o 'o' ^ el \ 10 O n °' $6 N 4 0 18 N �' 7T 70' 70' TYP 70 1/2" IRF SUBJECT TO REVISIONS BASED ON MORE rn 100' 106' �l 48 \/ O 6 > / 0� �2° �Pq� \^ , /•/\ "sPa E o� 16 N 2 03 70 72' 72' 72' 9 0 -I o W 13 19 152' 184' ACCURATE ON -THE -GROUND SURVEY DATA. NO ZN c0 112' 25.gL > `�' O v. Q 1-1 u'9, OD mo38—ES `, o �T1 Q 78' 81' 144' v m TJ r vo 18' W "GEER CHANNEL MODIFICATIONS IMPROVEMENTS OR ^ti 52 06 OS / ,s /N410, �� 3' s eyQP�� 1s 78' m W w m N Q U W o 53 o S 7 s °� Q�33 O� h ^�$ 70' 73' 70' r -I N 21 <0 20 19 0 18 10 0 0 12 5 4 ^\6 ¢ 3258" ROADWAY CROSSINGS ARE REFLECTED IN THE r ^1y 54 47 �� G �s 6 ° 75' IO Qs e�` FLOODPLAINS SHOWN ON THIS PLAT. [n g. ^ `l• '� • v± 70' 22 0 -p 17 - 7 � 0_ U O 100' 0,0 72 �0 �`Z` �� �/� 90�! �LyQ �'9, 8 20 �i, 5 m J N 6 0 5 25 BL �39120' h OC N 7 0 69' 69' 67' 4 , TYP TYP o tk cn k z - z 35 100' 46 0 !!i L<' 8 �S \� /, 7 o g o 69' -4 0 3 rn w I 196 !` ti 2 N) 19 O 2p, H N — d 11 0 0 11 s _ -ao 3. THIS DOCUMENT WAS PREPARED UNDER 22 TAC Q- ye �l ,°`' p' �� Y 72' 74' R2790' ' a 14' R50' p0+i Uj 663.21 DOES NOT REFLECT THE RESULTS OF AN 9 > Rso, S 1 d • 73' ui 16 129 120' 0 5 00 > 7 \ °' 1 T o1, O 7 4 15 O T R' RFF '/ 20' 0 O R28o2��STREE 72' 50' 0 120' O ON THE GROUND SURVEY, AND IS NOT TO BE 72' 25' BL 72'TYP 9 120' 0 12 0 10 7 2 - M 11 USED TO CONVEYOR ESTABLISH INTERESTS IN \ 3 00 69, 70' 8 s �,10 70 o �5 o W o O� REAL PROPERTY EXCEPT THOSE RIGHTS AND O h� 6 2 �\ 7sr, `L R 78' °3' 120, ,�� >- 75 5 �GN 6 7 0 cn 120' W 120'N. cy) INTERESTS IMPLIED OR ESTABLISHED BY R75' 0' ' ``�' 21 4 "0� - y0 0124' co s w 188' afI _ 1 �., CREATION OR RECONFIGURATION OF THE w T `�O. d rr Q 3 69, TYP 69' 77' - 0 120' 18 0 's, ^P 22 v 23 0 2 = 1 0 2 69 83' 84' ~ CO 36 'L� B 17 71' 83' 83' O N 13 15' BL BOUNDARY OF THE POLITICAL SUBDIVISION FOR o� 0 3 0 40 ! 121, 120 CO 12T 72' 83' 17 w N 14 N WHICH IT WAS PREPARED. I5PELOTON" 7�p. Oh SOS �j 8g 79. 1280 98' m FZ m aoo 6 m I n 112' 7�g, 79' 80 0 14 13 1P o 11 J 15' gL R 1000' 3 " 'A l ^ti 1 o N W 102' 15 �� .1/2 IRF 4 GJ ¢, P7 - O F-I w ^ r 16 25' BL 91, U7 . "GEER 4. A U MINIMUM MASONRY SCREENING WALL IS O 94 26 w I}- 24 W 120 12T 19 0 18117 _ 79, 79' TYP 79 _ 8T 3258„2s 25 R2oo0' 89' REQUIRED ON COLLECOTR B AND ALONG THE o R Qj3' LOT 11XPRNATE � 7 80' R2495' jg'EASTERN EDGE OF THE PROPERTY WITHIN A 5' 42 39g, 85' OPEN SPACE rn 83'83' TYP 34 l 80, 99' 121ACREs 15' BL 10T 8379' 33 o SCREENING WALL EASEMENT. THIS WILL BE 45 p0 cep, � 13' \ SUS4' 31 32 20 78' 1/2" IRF LN 84' 79' 256E MAINTAINED BY THE HOA. 43 ^0 39 0 �4' — . _ R 3097'� — 80' 28 29 30 No gU 7 ^� 8p' 80, 79' 79' N 2s 27 s4' "GEER 3258" 44 S O° 7�'' 38 0 80' 80, 79' 79' 84' I 84' 0 84' 35 (oo 9s 37 36 35 o d 34 22 2325 B: 24 25 80' 80' 83' 84' 891 LOT 50X PRIVATE / r H 33 b } 3p 31 49' 1or 80' 35 �� 0 89' 82' 5/8 IRF OPEN SPACE 80' 80' 82' 82' 87' ± 46.28 ACRES "PELOTON" SCS POND #45 LOT 17X PRIVATE S89°13'07"W 731.48' 5/81RF So, / OPEN SPACE EL IRF ° , " - 'PELOTON" R W ~ OPEN SPACE / ± 7.23 ACRES "PELOTON" S89 13 07 W 741.15 ± 6.52 ACRES N24008'02"W 75.72' PHASE 1 5/8 IRF / N \�F O� 90' 81, 80' 80'„PE OTON" 5/8 IRF Ln ;"PELOTON" co 20 °'TYP 35 RCN 26 27 28 29 30 No AMENITY CENTER 21 20 19-� 18 1] 1/2" IRF ,Q9 25 o s ± 2.25 ACRES 24 � 25' BL 23 7T 8U 25' BL 111' 98. 357' 70' 1 70' TYP / 4 '9'A 6 22 TYP REEK MEADOW DRIVE o h 5/8 IRF "PELOTON" 5/8" IRF EXISTING ELECTRICAL / 7 0� !rL�0 71 �— "/8" IRF N„ LOT50XPRIVATE TRANSMISSION TOWER �o. / / 1 92, 9 p FREE MEAD�w DRIVE g �`� 21 �`� 86' 25' BL 80' TYP 80' O OPEN SPACE TO REMAIN )'Do2o 0 7s�1 l 0 92 �, arex ± 46.28 ACRES N89026'01 "W 350.00' JLRATTAN \ ABS A0510 JM KINCAID SURVEY, 1"- TRACT 1, 40.33 ACRES CC) PARCEL ID: 2649650 EXISTING FLOODPLAIN LL1 DISTRICT M 0 N O z 92 ¢ 5 6 7 N 8 9 N PR�varE m 19 !,� 7 9 l�� - 3 O 30 0 �027ACRES } QV �11 2 �� 77' 78' 80' Q No 71, 95' 89' _ 2 6 O� 1 �lG 18 Q 10 / 11 5 N N U) 30 -< N 15 14L 12 0Op. 35 CQ5 �po�S �03 17 96 - O 11 10 "17 s 6 11g W 878' 80'8 'TYP 80' 80' 1st / �� 4 16 LAKE SHORE DRIVE LAKESHORE DRIVE P G 6 12 / 8 °l g6 ayo O Q- QP °j / 7 99' 80' 80' 11 D� 1 ' f 120' 8T l�,P �jlC (�20, U 3 28 15' BL 15' BL 15 / 3 > 13 / 7 1A O 10 10 25' BL O N 14 O , A cn 23 26 1 °i 21 c00o lG� Q J� of O 20, i' O Oc� 19 20 o 0_ 21 22 N_ 1 w 1 0 27 0 22 O� +Pc�p� 14 �q Cye 29 a 120' 2 \ 6 ` 2 O 29' 113' I Z1 I 126' 2 ° rn rn 14 / �O \\Q O- p > 17 31 0 13 m 22 w 2 0 20 82 Go0`� 15 QV / 12 \ 0� 2° 4 46'12'' 149' 121' �� -i 2 c(Q o? 12o' Ico 125' cwn % �� �A 1 ao , N o 2 0 o rn 120' o cn 125, 13 �!G 1 0� �� ����� 16 5� ro 5 / h 11 10 o 120' 124' ro �io TYP TYP W 0 0 21 13'-pt 3 o c�i O 016 ti `y 13 0 5 7 m o w 12 3 r 3 26' i 19 17 3 W rn W 12 P 12 �Q � e O lli`� ��• 4 0 � � 15 `L � 4 ^ 2 14 S �6 , 2 12 9 coo y ' 4 20 3 P� 6 ^� Os, RBo, 120' 18 89 C) 10 h o lG 72 14 �o O 123' TYP , n 4 4 rn 12 �15 9Se �^ 73 ' Q rn W o ' S rn TYP o TYP rn N C1� O 0 3 co 9 w o 12° N\J 70' 70' TYP 25' BIL 7� o 1 6 8 9 PR va E 2 3 4 a 5 7 OPEN SPACE N O F t 0.22 ACRES 25 J m � N � 19 18L25 16 15 14 TYP 13 12 11 10L 71T 79 s rn 2 19 w_ 5 / 35 CJ/0`� 16 \ . Q� > gyp, 13 110' S W 5 r X x 5 r 10 11 e! 1 O 0� 2 �A m _ �J 8T 76' S5' Ro 0 0 120' P 120' TYP y 26' ct gh U�Q 21' 18 a 72c9 O ^ 33 17 �� 7J7 ZUp o ,� 0 RV 4 6 32 Q �/ 7 6 5 6 m 2 6 9 r 3 �`I 9T r Zn 7 17 6 22' /' 2s O/R 61 118' 96, g6' PDOV�I w ym 7 \ 27 6 S �7 ✓ / 4 /� e� /� \ 0 _..�1\ M \ �o.n 7 m\ 28 7 \� �? 8 3 6 0 8p 12� � i DWIGHT GRIGGER / / FCP ABS A0510 JM KINCAID SURVEY, TRACT 18, 4.67 ACRES / S89010'05"W 849.68' FOUND PARCEL ID: 2649651 FCP FOUND DWIGHT G N01 °00'29"W ABS A TRACT 03-9, 3( 387.21' / PARCEL ID: 1002177 LAND USE SUMMARY USE ACREAGE+/- SF LOTS SF DENSITY �UNITS/ACRE) PERCENTAGE SINGLE FAMILY RESIDENTIAL'PD-XX' - 50°% MAXIMUM LOT COVERAGE 70' x 120' LOTS 84.07 365 4.34 51.4% 80' x 120' LOTS 45.32 185 4.08 27.7E 90' x 120' LOTS 14.51 55 3.76 8.9% 100' x 150' LOTS 19.70 49 2.49 12.0% TOTAL 163.70 654 4.00 44.5% OPEN SPACE 148.55 40.3% PRIVATE OPEN SPACE 94.61 25.7% PUBLIC PARK 36.58 9.9% EASEMENT 17.36 4.7% FIRE STATION 2.40 0.7°% AMENITY CENTER 2.25 0.6% ROW - 42,250TOTAL LF PAVEMENT / 17,000 LF CURVILINEAR (40%) PUBLIC ROW DEDICATION 51.30 13.9% TOTAL 368.20 654 1.78 GROSS 100.0% LOT 2X PRIVATE OPEN SPACE ± 26.81 ACRES POINT OF BEGINNING 5/8 IRF S88058'26"W 777.53' "PELOTON" 22 13 <5,e 14 �N 10 / \ 24 .- X 1L�Q ' `uu' ^\\�`% 7 13 12 11 0 /�� , \ 16 C 6' 13 > 11 V Q 5 22 / 9 ,Typ ° g0 O 12° 1L° 12 9 \ y S46018'49"W 320.76' � 9bo, 9° 232 0� �yP17 11 12 NPP��. ° 6 /5/8RF AC�E� _ - — a6g N 1" 12 O 'ELOTON" N �c 22 \�` s' s 5Q�6 8 u'\O.L\ 'a ro (� ���� 18 10 FIRE STATION c W o 12 > A �< 2° 9 -��! ♦♦ �9 ± 2.40 ACRES �p ° 22 21 < gyp, LOT9XP�fE 19 ; PEpIF ACE � ^ ±� ACRES 20 50 462' �� m Ern ,���������������♦ 122' LOT 19X PRIVATE , RpN� OPEN SPACE 1 \ \ ±1.12ACRES 1 77' m 2 70' 4 TYP 5 25' BL 7 75' ` �l: 3 6 8 o a_ 23 ~ m 23 0 } 16 15 14 13 70' ~ 12 TYP 11 10 9 77� 25' BL 75', 15' BL 1 ' 2 21) LLI � N ~ CO O I) 5/8 IRF "PELOTON" APPROVED THIS DAY OF 2020, BY THE CITY COUNCIL OF ANNA, TEXAS. MAYOR CITY SECRETARY THIS PLAT FILED IN CABINET , SLIDE , P.R.C.C.T. ONE ANNA TWO LTD LOT 10X PRIVATE ABS A0752 WS RATTON SURVEY, 10' OPEN SPACE TRACT 4, 60.7947 ACRES ± 0.17ACRES PARCEL ID: 2518071 EXISTING 'AG' ZONING V8 IRF \ 1� EXISTING ONE ANNA TWO LTD EXISTING 'PD 134-2004' \s' 'PD 2001-18' ABS A0782 THOMAS RATTON SURVEY, :LOTON" ZONING ZONING TRACT 2, 21.05 ACRES �\ PARCEL ID: 2518069 LOT AND BLOCK SUMMARY BLOCK LOTS BLOCK LOTS BLOCK LOTS BLOCK 1 1-5 BLOCK 13 1-16 BLOCK 25 1-19, 19X BLOCK 2 1-8 BLOCK 14 1-23, 1X BLOCK 26 1-23 BLOCK 3 1-12 BLOCK 15 1-7, 1X BLOCK 27 1-14 BLOCK 4 1-12, 6X, 12X BLOCK 16 1-8, 1X BLOCK 28 1-8, 8X BLOCK 5 1-29, 1X BLOCK 17 1-19 BLOCK 29 1-9, 9X BLOCK 6 1-14 BLOCK 18 1-22 BLOCK 30 1-18, 9X BLOCK 7 1-27 BLOCK 19 1-20, 20X BLOCK 31 1-22 BLOCK 8 1-8, 8X BLOCK 20 1-34, 21X, AC BLOCK 32 1-23 BLOCK 9 1-5, 1X BLOCK 21 1-10 BLOCK 33 1-18 BLOCK 10 1-44, 1X BLOCK 22 1-24, SIX, 19X, 24X BLOCK 34 1-17 BLOCK 11 1-14 BLOCK 23 1-16 BLOCK 35 1-56, 2X, 17X, 50X, FS, (2) PARK BLOCK 12 1-12, 1X BLOCK 24 1-27 BLOCK 36 1-8 LEGEND BL BUILDING LINE DE DRAINAGE EASEMENT ESMT EASEMENT SSE SANITARY SEWER EASEMENT UE UTILITY EASEMENT TYP TYPICAL ROW RIGHT OF WAY BLOCK DESIGNATION EXISTING TREE CANOPY PRE -PROJECT 100 YEAR FLOODPLAIN EXISTING FEMA 100 YEAR FLOODPLAIN PRCCT PLAT RECORDS, COLLIN COUNTY, TEXAS WBK PARTNERS LTD / ABS A0197 JOHN COFFMAN SURVEY, / - R\,�,20• TRACT 2, 40.1598 ACRES w PARCEL ID: 2528703 o I L EXISTING 'AG' ZONING DON COLLINS, TED K. TEDFORD & STEVE CAMERON ABS A0782 THOMAS RATTON SURVEY, TRACT 18, 8.55 ACRES PARCEL ID: 2518070 NOTE: THE PURPOSE OF THIS REVISED PRELIMINARY PLAT IS THE RECONFIGURATION OF 63 RESIDENTIAL LOTS & 9 OPEN SPACE/HOA LOTS IN F M 455 ORDER TO PROVIDE CONNECTION TO THE DEVELOPMENT TO THE NORTH. OWNERS CADG HURRICANE CREEK, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TX 75234 DEVELOPER CADG HURRICANE CREEK, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TX 75234 PHONE: 469-892-7200 FAX: 817886-3626 PLANNER / ENGINEER PELOTON • I LAN D SO L UT 10 N S I I I TEXAS REGISTRATION ENGINEERING FIRM NO. 12207 11000 FRISCO STREET, SUITE 400, FRISCO, TEXAS 75033 FRISCO OFFICE PHONE: (469) 213-1800 TEXAS FIRM NO. 12207 1• - 1, l �_I• 111�N do01 rm tf m for Dedp Rubs 4W �for �q or Pwmlt Purpo�. V" rwn pnparrd t+yt, or undr suprMNon o1: Type w �t Mw» m PROJECT NO. CEN13023 FILE PATH J:JOB\CEN13023\ENT DRAWN BY JAK REVIEWED BY MP DATE SEPTEMBER 2014 REV: NOVEMBER 2014 REV: AUGUST 2017 REV: AUGUST 2020 NORTH 0 200' 400' 600' GRAPHIC SCALE REVISED PRELIMINARY PLAT FOR THE VILLAGES OF HURRICANE CREEK ANNA, COLLIN COUNTY, TX CURRENT ZONING: 'PD-689-2015' 651 RESIDENTIAL LOTS 22 PRIVATE OPEN SPACE LOTS 2 PUBLIC OPEN SPACE LOTS (PARKS) 1 FIRE STATION (± 2.22 ACRES) 1 AMENITY CENTER (± 2.25 ACRES) BEING A ±368.2 ACRE TRACT OF LAND SITUATED IN THE FOLLOWING COLLIN COUNTY, TX SURVEYS: JOSEPH BOYLE SURVEY, ABSTRACT NUMBER 105 JOHN COFFMAN SURVEY, ABSTRACT NUMBER 197 J. M. KINCADE SURVEY, ABSTRACT NUMBER 509 J. W. MITCHEL SURVEY, ABSTRACT NUMBER 565 W. RATTAN SURVEY, ABSTRACT NUMBER 752 T. RATTAN SURVEY, ABSTRACT NUMBER 785 AND BEING ALL OF A CALLED 262.41 ACRE TRACT AS DESCRIBED BY DEED TO VILLAGES OF HURRICANE CREEK, LP RECORDED IN VOL. 5430, PG 9864 AND BEING PART OF A CALLED 114.252 ACRE TRACT AS DESCRIBED BY DEED TO DON COLLINS, ET AL RECORDED IN VOL 5257, PG 4877, COLLIN COUNTY, TX SHEET NO. � OF 2 DESCRIPTION: OWNERS BEING that certain tract of land situated in the Joseph Boyle Survey, Abstract Number 105, the John Coffman Survey, Abstract Number 197, the J.M. Kincade Survey, Abstract Number 509, the J.W. Mitchell Survey, Abstract Number 565, and the W. Rattan Survey, Abstract Number 752, Collin County, Texas, and being a portion of those tracts of land referred to as Tract 1 and Tract 2 in deed to CADG Hurricane Creek LLC recorded in Instrument Number 20150529000631020 of the Official Public Records, Collin County, Texas (O.P.R.C.C.T.) and being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "PELOTON" found for the most southerly southwest corner of said CADG Tract 1, being the northwest corner of a tract of land described by deed to WBK Partners LTD. recorded in Volume 4292, Page 27 and being in the east line of a tract of land described by deed to Sunlit Holdings LLC recorded in Instrument Number 20180925001201240 referred to as Tract 2 of said (O.P.R.C.C.T.); THENCE N 01 ° 00' 29" W, 387.21 feet with the common line between said CADG Tract 1 and said Sunlit Holdings to a fence corner post; THENCE S 890 10' 05" W, 849.68 feet continuing with said common line to a fence corner post being the northwest corner of said Sunlit Holdings and the southeast corner of that tract of land described by deed to J. L. Rattan Estate recorded in Volume 343, Page 327 of said (O.P.R.C.C.T.); THENCE with the common line between said CADG Tract 1 and said J.L. Sunlit Rattan Estate Tract the following bearings and distances: N 020 34' 09" E, 1,187.49 feet to a 1/2 inch iron rod found; N 890 26' 01" W, 350.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; N 240 08' 02" W, 75.72 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; THENCE N 01 ° 42' 50" E, 1,801.15 feet passing a 5/8 inch iron rod with cap stamped with "Peloton" found and continuing in all a total distance of 1,901.15 feet to the approximate center of Hurricane Creek, being the northeast corner of said J.L. Sunlit Rattan Estate Tract and being the most southerly southeast corner of that tract of land described by deed to Blue Spruce LTD Partnership recorded in Instrument Number 19940826000793830 of said (O.P.R.C.C.T.); THENCE N 560 39' 59" E, 41.71 feet following the center of said Hurricane Creek to the southeast corner of said Blue Spruce Tract and the southwest corner of that tract of land described by deed to MM Anna 325 LLC recorded in Instrument Number 20190411000386110 of said (O.P.R.C.C.T.); THENCE with the common line between said CADG Tract 1 and said MM Anna 325 Tract the following bearings and distances: N 88' 59' 33" E, passing at a distance of 100 feet a 5/8 inch iron rod with cap stamped "PELOTON" found continuing for a total distance of 427.30 feet to a 1/2 inch iron rod with cap stamped "ILLEG" found; N 880 18' 31" E, 742.84 feet to a 5/8 inch iron rod with cap stamped "PELOTON" found; N 89° 05' 29" E, 1,757.67 feet to a 3/8 inch iron rod found for the northeast corner of said CADG Tract 1 and the northwest corner of said CADG Tract 2; N 880 18' 50" E, 793.96 feet continuing with the common line to a 1/2 inch iron rod found; S 00° 42' 12" E, 232.26 feet to a 1/2 iron rod found; THENCE N 890 04' 42" E, 1,184.38 feet to a 1/2 inch iron rod found for the northeast corner of said CADG Tract 2 and the northwest corner of that tract of land described by deed to Anna Investments LLC recorded in Instrument Number 20180622000777080 of said (O.P.R.C.C.T.); THENCE with the common line between said CADG Tract and said Anna Investments Tract the following bearings and distances: S 020 05' 39" E, 55.77 feet to a 1/2 inch iron rod found and being the beginning of a curve to the right; With said curve to the right, having an arc distance of 205.60 feet, through a central angle of 16' 49' 44", having a radius of 700.00 feet, the long chords which bears S 060 27' 08" W, 204.87 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" found; S 14° 47' 37" W, 121.39 feet to a 1/2 inch iron rod found and the beginning of a curve to the left; With said curve to the left, having an arc distance of 205.59 feet, through a central angle of 160 49' 39", having a radius of 700.00 feet, the long chord which bears S 06° 28' 09" W, 204.85 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" found; S 020 00' 44.4" E, 201.29 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" and the beginning of a curve to the right; With said curve to the right, having an arc distance of 116.43 feet, through a central angle of 09' 31' 48", having a radius of 699.99 feet, the long chord which bears S 020 49' 59" W, 116.30 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" found for the northwest corner of a tract of land to One Anna Two recorded in Instrument Number 20070201000151610 of said (O.P.R.C.C.T.); THENCE with the common line of said CADG Tract 2 and said One Anna Two Tract the following bearings and distances: S 070 36' 10" W, 394.08 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" found and the beginning of a curve to the left; With said curve to the left, having an arc distance of 101.69 feet, through a central angle of 08' 19' 18", having a radius of 700.15 feet, the long chord which bears S 030 23' 47" W, 101.60 feet to a 1/2 inch iron rod with cap stamped "GEER 3258" found; S 00° 46' 53" E, 471.72 feet to a 5/8 inch iron rod with cap stamped "PELOTON" found; THENCE departing said common line over and across said CADG Tract 2 the following bearings and distances: S 89° 13' 07" W, 660.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; N 000 46' 53" W, 284.46 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 89° 13' 07" W, 731.48 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 590 26' 33" W, passing at a distance of 15.47 feet the tract line for Tract 2 to said CAGD Tract 1 continuing in total a distance of 195.37 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; THENCE continuing over and across said CADG Tract 1 the following bearings and distances: S 890 13' 07" W, 140.84 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; N 23° 12' 58" W, 16.58 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 890 13' 07" W, 741.15 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 46° 18' 49" W, 259.24 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 430 41' 11" E, 163.78 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 49° 15' 56" W, 47.89 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 420 57' 17" E, 170.01 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 46° 18' 49" W, 570.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 430 41' 11" E, 120.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 460 18' 49" W, 145.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 430 41' 11" E, 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; N 46° 18' 49" E, 117.06 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 430 41' 11" E, 120.00 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 460 18' 49" W, 320.76 feet to a 5/8 inch iron rod with plastic cap stamped "PELOTON" found; S 000 15' 27" W, 421.11 feet to a 5/8 inch iron rod stamped "PELOTON" found for the north line of said WBK Partners Tract and the south line of said CADG tract; THENCE S 880 58' 26" W, 777.53 feet to the Point of Beginning and containing 11,785,601 square feet or 270.560 acres of land more or less. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: CERTIFI-::ATION I, TODD A. BRIDGES, REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, DO HEREBY CE-�TIFY THAT THE MAP SHOWN HEREON ACCURATELY REPRESENTS THE DESCRIBED PROPERTY AS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION IN xx-xxxxxx, 20xx AND THAT ALL CORNERS ARE AS SHOWN. T Ij 3D A. BRIDGES �:EGISTERE❑ PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4940 ''Preliminary, this document shall nol be recorded for any purpose and shall not be used or viewed or relied upon as a rival survey document'' 22 TAC 663.18C Todd A. Bridges, RPLS 4940 Date: 8/21r2020 THAT CADG HURRICANE CREEK, LLC, BEING THE SOLE OWNER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE. DESCRIBED REAL PROPERTY AS THE VILLAGES OF HURRICANE CREEK NORTH, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS AND WE DO HEREBY DEDICATE, IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS SHOWN THEREON. THE STREETS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. IN ADDITION, 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 CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES 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 OF PROCURING PERMISSION FROM ANYONE. BY: MM ANNA 325, LLC B Y: STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2020. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS FRI 9 = N A M r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MY COMMISSION EXPIRES: CADG HURRICANE CREEK, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TX 75234 DEVELOPER CADG HURRICANE CREEK, LLC 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TX 75234 PHONE: 469-892-7200 FAX: 817886-3626 PLANNER / ENGINEER PLANNER / ENGINEER / SURVEYOR ... PELOTON II I LAND SOLUTIONS TEXAS REGISTRATION ENGINEERING FIRM NO. 12207 11000 FRISCO STREET, SUITE 400, FRISCO, TEXAS 75033 FRISCO OFFICE PHONE: (469) 213-1800 TEXAS FIRM NO. 12207 PREUMINARY - FOR REVIEW ONLY 71111%� doa mmb an for Design RoMrw and not I - t - PI d for Construotbm MM" or Pwmlt Purpooes. They wwo p spa ad by. or undw @We oWon oft IIMC PI[ 64an 09_"I 0®0 Tpe or Plat III PE PROJECT NO. CEN13023 FILE PATH J:JOB\CEN13023\ENT DRAWN BY JAK REVIEWED BY MP DATE SEPTEMBER 2014 REV: NOVEMBER 2014 REV: AUGUST 2017 REV: AUGUST 2020 A LEGAL DESCRIPTION FOR THE VILLAGES OF HURRICANE CREEK ANNA, COLLIN COUNTY, TX CURRENT ZONING: 'PD-689-2015' 651 RESIDENTIAL LOTS 22 PRIVATE OPEN SPACE LOTS 2 PUBLIC OPEN SPACE LOTS (PARKS) 1 FIRE STATION (± 2.22 ACRES) 1 AMENITY CENTER (± 2.25 ACRES) BEING A ±368.2 ACRE TRACT OF LAND SITUATED IN THE FOLLOWING COLLIN COUNTY, TX SURVEYS: JOSEPH BOYLE SURVEY, ABSTRACT NUMBER 105 JOHN COFFMAN SURVEY, ABSTRACT NUMBER 197 J. M. KINCADE SURVEY, ABSTRACT NUMBER 509 J. W. MITCHEL SURVEY, ABSTRACT NUMBER 565 W. RATTAN SURVEY, ABSTRACT NUMBER 752 T. RATTAN SURVEY, ABSTRACT NUMBER 785 AND BEING ALL OF A CALLED 262.41 ACRE TRACT AS DESCRIBED BY DEED TO VILLAGES OF HURRICANE CREEK, LP RECORDED IN VOL. 5430, PG 9864 AND BEING PART OF A CALLED 114.252 ACRE TRACT AS DESCRIBED BY DEED TO DON COLLINS, ET AL RECORDED IN VOL 5257, PG 4877, COLLIN COUNTY, TX SHEET NO. 2 OF 2 J W J_ LL EA CITY OF ANNA Planning & Zoning Commission September 1, 2020 Preliminary Plat: The Villages of Hurricane Creek - North Applicant: Jay Reissig UTC]=1►1U_\111=1LTA F Consider/Discuss/Action on a recommendation regarding The Villages of Hurricane Creek - North Preliminary Plat. SUMMARY: 829 single-family residential lots and 29 common area lots on 291.4± acres located on the west side of future Standridge Boulevard and 4,255± feet north of White Street (FM 455). Zoned Planned Development-860-2020 and primarily located within the extraterritorial jurisdiction (Resolution No. 2020-06-733). ISSUES: Waiver for overlength streets The applicant is requesting a waiver from the 1,200 foot maximum block length requirement in both Subsection 9.02.081(o) of the Subdivision Regulations and Section 2.7 Block Lengths of the Anna Engineering Design Standards. The subdivision layout will create two overlength blocks along Lake Hills Drive and North Shore Drive. These roads run across floodplain/Soil Conservation Site lake easement area, so the length cannot be reduced. In addition, these adjacent areas will become open space and community areas; providing a vehicular cross - access to meet the maximum block length requirement would significantly diminish the area to be reserved for these amenities. Please see the attached waiver request. The Director of Public Works is in support of these overlength streets but expressed a public safety concern as a long road may encourage speeding. Staff recommends traffic calming measures be discussed/considered during the civil plan review. Waiver for Cul-de-Sac length of 600 feet The applicant is requesting a waiver from the 600 foot maximum cul-de-sac length requirement in both Subsection 9.02.0281(p) of the Subdivision Regulations and Section 2.10 Dead End Streets, Cul-de-sacs and courts of the Anna Engineering Design Standards. Autumnwood Drive, south of Lake Hills Drive, is shown as being 690 feet from the furthest bulb to the intersection. Please see the attached waiver request. Neighborhood Entry and Interior Features Point System (Neighborhood Design) In 2019, the city adopted the Neighborhood Design Committee's recommended changes to the Subdivision Regulations including a Neighborhood Entry and Interior Features Point System. The intent of the point system is to ensure neighborhoods are provided with quality features and amenities. The Ordinance lacks a defined process for when the required point total should be reviewed. In most cases, when a developer submits a Preliminary Plat it shows the entire development whereas a Final Plat may only show one phase. Direction is needed on when the Planning and Zoning Commission would like for applicants to submit this information. Current staff was not part of the discussions on the Neighborhood Design Guidelines and want to ensure that we are implementing these as intended. RECOMMENDATION: Staff is in support of waiving the overlength street requirement and is looking for direction from the Planning & Zoning Commission to ensure the intent of the Neighborhood Design Guidelines are being met. ATTACHMENTS: Locator Exhibit Neighborhood Design Point Total Waiver for Overlength Streets Waiver for Cul-de-Sac Length Exhibits C-1 & C-2 from SIA Res. No. 2020-06-733 Preliminary Plat- The Villages of Hurricane Creek North CD c a N W . p D c �. z o a Y ♦ I W ..I c z Z v ',Z^ =O W C) � - ca . _ 5..... _ - O ..• . r 71 N A� 0 E COUNTY ROAD-370 } - b ' HACKBERRY;DR _jj ' w k Xt nHEL�MOK•EWFAL_LS DR CREEK,MEADOW DR C7 W W III171111111tlllll111 _ �1■ �I o _J LAKESHORE DR G ; W THE CITY OF N } o Proposed Site 16 or City Limits = Parcels �ttt�ETJ W.WHITE ST _ 455 -- '" = 0 750 1,500 3,000 r:.W FM r ��.,.:,, .t Feet August 2020 L. Tlanning & DevelopmenWrolect ReviewNilloges of Hurricane Creek- North\LocatorWgenda Map. mxd a N Donna Peeler Vol. 4972, Pg. 5535 O.P.R.C.C.T, LL 11 0 _o S30° 43' 15.77"W 12.80' 0 0 v S88° 46' 52.36"W 274.56' Viola Lordsmeer, L.P. Vol. 5680, Pg. 5000 O.P.R.C.C.T. S89° 03' 01.26"W 938.03' i S 1 ° 34' 54.17"W 105.14' / � 2X EX. 50' CROSSTEX NORTH -6 1,745,316 SF TEXAS PIPELINE EASEMENT d� 40.07 AC INST. NO. 20061108001600010 N - -_ Cps orb 5735.0' 80.0'- 80.0'- 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 145.0' - L0 1040 10980 10481 SF 10418 SF SF 1273 SF N 48 1D W N l 0 I� d) 57 O MI C4 47 N co 49 �_ 50 N 51 N 52 N 53 N 54 N 55 N 56 N N 8o7a SF I Z 00 /Otis X 25' B.L. 10355 SF 10291 SF 10228 SF 10165 SF 10102 SF 10038 SF 9857SF 58 �FQ c� cam, 79.7' 80.0' 80.0' 80.0' 81.0' 79.0' 80.0' 80.0' 80.0' 80 3' 59 120.0' IT 95.5' I o O 9000 SF O I I- 10842 SF 121.0' N g �1 1� o CD D � O 10 m 9679 SF�- I (o CD C�I co 120.0' 121.9' 00 60 000 co 55�� It M O 8406%F 0 8579 SF I I 120.9' I L0 r r1 Io 0 1 o 0 11 0 0 1 r I 9671 SF 1 z 120.0' 123.2' 0 61 61 co 00 co O 7 p l 8676 SF J J 8400 SF I 10 12 0 op 1208'. Ir N I N 120.0' 124.6' m l 0 9664 SF o Inst.# 20150123000077570 ° a / ° ��4',�� / 41 QP�, /� \\99 11987SF p 870 \ `4 k L83 CEDAR KNOLL DRIVE 6 s406sF 6j to 8774SF 04 1 � 62 00 N O.P.R.C.C.T. S66 09 44.23 W 68.86 1b' / 7 - °o~ g�0 '``L �o°� /0 200, °�� �Q 11p e o\ .ti^ (50' R.O.W.) 10 13 LLI 120.8' \ D7z00 SF 780o SF \ 25 84 0' 120.0' T 120.0' 126.0' % I a� 40 / O ^`L 79 7' J 120.0' I r 120.0' 9656 SF m 9000 SF 9000 SF O O S22022'47.41"W 72.91' /� 720 Q� h 2g d 60� \ 711325SF lO 9000SF O LU W p1 IpO O W I 8871SF 0 63 OI 6j Hurricane Creek O' O p• O' O �O 28 N LO r ui / 5 p N Estates CO O / \ sr i 65 I I 66 '� 0 14 0 a/ so° O s� ^�l �� 26 q I'� FF J r r` r, s4o0sF (n I UNRECORDED cr 39 •o' 22 \ z663sF 27 0 f 0 Ir '� J p 120.7' CO O 6' \ 120.0' 120.0' 120.0' 727 7576 SF / 7zoo SF O O \ 10455 SF .--� J o O' .. > 120.0' 127.4' 0) 1° ^� 7200 SF \9�' 8400 SF I Y 1 8400 SF 8400 SF 1 W > 1 b O 1 8969 SF I = � I O 9649 SF O I z 7944sF h 111119 •o, 21 - 73.2' _ 95.5' _ to 0 0 0 0 o U O o 4 0 ' 38 �hti 7 \ 6 L° 7451s27\ --- --- l0 29 0 1Q I J CD 64 0� l0 67 J o u� o r1 Io b Y oro 64 co 1 8400 SF O 15 O L0 1) �• A7 ?0, �S, 78.5' 77.9' 14' 120.0' d o 120.0 120.0' d h 7' \ �O �� 20 o I = °�° m Z 120.0' 128.8' J 120.6' Q 7942 SF L ^ 9 10216 SF ^ \(l 62 ° 8719 SF �� 10593 SF I 8450 SF f N 8474 SF 8474 SF N O O I 9063 SF 9641 SF W o 37 N v 10? o � I I i� o W o 3 o c rn �� 7' 19 �o 0 30 0 63 Oi 68 0 o / G / h 7Q h�b� \ 'b I I O o I I r 840o sF I o 16 0 65 o I ^o N a'' 12 j 6 Q8, �. �00. '9� \ 18 ^hh Z UI I r or I J I 0 °o / Qr / 6O N I 120.0' 7695SF 8 0 0' 'AQ C 6�0 120.0' 120.0' 129.8' O J 9648 SF ° \ �/ /� 2' 14094 SF I 1 20.0' I 120.5' �0 36 rn m h Oh ) C 71.p. I a7s1sF 8944SF N 0O N 12g hti/ ^ 8, 0 SF so0 \ \�� 17 I I 31 0 `n 62 Oi I I `n 69 Oi 2 N rn 9634 SF LL (A o 120. T cO 4' �I p S� 1 r r 1 0 r ass, SF cO I I m oo ss7s sF r' c 17 in N C 7 6O 11 6 6 120.8' U 0.0' ® o I It 7220 SF f� njh �i% '� I 1 M 5 ' 6 66 00 I Cfl o 35 O 8153 SF I \ �' �S' 120.8' 12 � \ R W � (b O 8100 SF I 10008 SF 119.5' U 120.0� \ o ,3oos SF 120.0' I Z 8950 SF C, �.\ ��. 119.9' o rn 120.0' oo \ 6O ^n'`' 12 FF I d a; O 1 O m o 70\ \ O' s� `" 16 zo � 0 32 ti n 61 � \ \ �_ 70 o �� M�• 10) 8175 SF J ^ 6 M I O 9t% \ 8100 SF .s I oo �' 10595 SF 1 �� O ° \ 11856 SF �- 8949 SF Q 7 h 34 - 9354 SF OO �h. 1 I 0 6' 6) 1 7 \ °y F �!V X M ^ FF 10009SF 6' 5�.1' S 72 I 1221' 9 12 gy G6 Q A 1p0YRF t�Q 11 N V `8 1p)9, 5 6 13 6'2, ,v J �0 11g \ 541SF 2X o4 9.2' 1 nj°j/ �� 7385 SF 0 4� " V \ c9 a(j �t� \ CO \ CQ FP 4 oo O s �L° 15 "' � 71 o C 1 00 C \ o M 100�(R 7200 SF o' 857, SF 6 °' \SO' 14 �_ h iO \6 / 1 26X 7 / 33 C6. srs 1 4 6 \ � o7sasF / / 29% / Ll co 60 � � o ° � � 77 / Oo' 13037 SF Oj� P P .11 N 88 \ O 7zoo SF �L / 15423 SF \ W YR F O� 2X I o �F ^ /^ ^p' / o / o. s, C�j� so 2S ^�O' \ 7 / / / 6 1, 61 • y5 7�2 \ O 123? 100 6p 1,745,316 SF z .0 -1 00 O O / p• ^ '(/ O e 3 6 77 / / S •01 40.07 AC .2, / / / 10267 SF 6 $ 100YR FP \ 700 rr d �N 32 �� 7 p ASS" .A OO p. \ ti, / ssal SF o 59 $ YR / 720 7792 SF / �� O/ \610, ^� 2 �\ \ G`' FP FA 9386 SF v '9 7200 SF O 58 21'� 100�R <9� I LLJ S36° 57' 57.10"W 720 `O 6, . 8 e0 J \�\ s0 gyp° / % P 59.11' ° FQ 2' 77 8549SF ho 0, °, . 1 FF / OW p�(RF `'? N81 36 59.69 W o°yam N 31 °4> es \ s N 2 l0 9381 SF 26X i i 10 � 76.35' a �. 720 7531 SF o v � T 7 \9s g S6 60 \ o ^�' / / FP / \ 10 6' Cp° Ojh 8976 SF ° \ Q) .< .0, ° ^ 1ooyR S64° 47' 48.27"W 7500 SF ^�h �? \� o ' h �0�000 O` `�° 30 c o 6 h saes sF O \SO°" 10 6i y��e \ I o z 51.43 ° ' S18o 28' 29.64"W rD� o �, 1\' \ o s, cs oo \ I N23 02 33.94 W 79.37' S aj�318 SF � V 6S�' �� 6 �\ 6 7500 SF ^�h 2 1 61.07' 5 h sass SF \ 11 0 �07 <�9 / / 1 N82° 24' 21.97"W S\ 7699 SF �40• / / ' = 25.36' zo FP n, 1 \ 6 8489SF \ 12 „ I N390 57' 49.11"W 100�R o°v \� 29 6?0, 18j A 6, ��^ 6' 9683SF ^h�J 7669 SF I� °°, 2S,el 3 h ,8\ \ (�2 ^tea• O / I �Yv a \ .s • I / r�• 8971 SF \6, �� / / I o ^°o� 28 °° 6.0' �S O-9 \ eQo, ^° 2 �2 \ �' , I 1 I z S430 06' 54.56"W ° 00 fin' / 6 ^� 2S' /\ O'p �� \ L 28.85 9608 SF - r�O '` ., °� 27 6 s0 \ 'O s ��ti' / a r / I I I S53o 19' 07.40"W J Y°° \ 7562SF C '°' �J �� `99' EE �o°' / 1 G / EX. 50' CROSSTEX NORTH 45.87 p 26 60 3 / o I / TEXAS PIPELINE EASEMENT dd 2iJ 00l � op o� \ 7sszsF c� °' 9 p� INST. NO. 20061108001600010 d� LO 2 � 7562SF �' �001 O so ^ I / ����oo N48° 02' 58.83"W � 01 25 °0 80 ss o �-�jr 2X �� 8932 SF .�, 22.02' � � 6 / m� o DO a� 24 ��� / --�' 64 '�MATCHLINE SHEET 3 2X el 1,745,316 SF \ / '0 / 26X- `( / > o 40.07 AC / o 00� - 1 J 81.1' 107.4' 60.0' 60.0' 60.0' 60.0' 6C � o ��-1 p x o / � ' � 1 � I n O X �� 10698 SF co 8297 SF N 8268 SF � 82 10o nosa sF �� 17 0 16 M 15 M d���006 n I I O 18 v / - / 25' B.L. I 68.9' 60.7' 60.0' L 6VILLN <'') 13�,^CONTAIN 1 1-14, BLK G °' MATCHLINE SHEET 2 0 I Q Q 2X ^�. - 1.8,ELK N; °O� I d d `' C15G/ I 110 LOTS 61 1 / FQ PHASE di �Aoo 124.8' 85.0' I 6971 SF / �00 3 � 19 0 0 7aso SF 01 I c) 16 Opp PHASE 2 / / � dI `° 7488 SF `O N 0 15 0 I 11 C dl� f ♦ 11 d O - o z 60' FeOW 124.8' 110.0' ssos sF 7 °y ^O / �p O r I N `&A004 _ �'OO ` \ °°� 1 I m 20 6 o ss14 I � 11C / O 26X 229 7623SF ` d 26X 74 ��O19 ® 125.1' o rn 109183' oI IOq LO Sa18 NAME: M 04, o, °y�Q / 23 2 1' I� 21 m 0 5895SF ' I"' 11 ADORES: U co O TA r0° /h0� ,) 5874sF 9 101.0' IC° 7947SF N PHONE: 0 49 0 O / I \ 109.8' "0 584-, 4 o as2o SF p \ 24 '8' O� • of a 12 0 c5 1 a 6 22 \ �n 7363, 05 rb ^ yd� 7 /^o sansF 1 128.2' o ,n sasSSF \LO 1 CONTAC' o °oz °oy /h 770 ��j 421SF �' \ I 22 � �' EMAIL: Tf s' / 1 ' I I 57026 SF / N iCA 25 72 8030 SF O / n/ \ _ 6X O /(b 7 5877 SF / 3`' 7306 IF 98, N6/ 1 1 1P \ I I / / 72 //o' / \\\"`"'FFE777 0 M)* 70 0' / i 21 / 1 128.2 `LO 5895SF \s� T3' o ay. �� . `' 2F o' a / $ � DATE: N20 31' 06.66"W 46.18' 46 79•y - - - - - - - - ?s, 366 10798 SF 1 L91 WOODLAND PATH LANE d d�-6No0� / ��• 11424 SF N I } �Q Ong 2X 45 10198 SF 19 C 13 (50' R.O.W.) \�sr o I rn 72 9600 SF ' moo 44 �L6 OL 9600 SF 17813 SF 0o S25° 25' 25.31 "W 43 ® / 105.50 a� /o �Oo' °o °o �l 7s7 � / 9600 SF fQ2 ,' ^/ ' 42 O O Q�� 10174 SF O \ Dasara, LLC °� / FF 24 �s 103.9' 70.0' 70.0' 70.0' T 70.0' 70.0' 75.0' 25' B.L. 8400 SF 9000 SF o a o a o 0 0 g oN 10 oN 11 C 12 oN 13 oN 14 oN 15 0 N 10965 SF 8400 SF 8400 SF 8400 SF 8400 SF 73.0' 70.0' 70.0' 70.0' 70.0' 70.0' 75.�O-Al 75.2' 70.0' 70.0' 70.0' 70.0' 75.0' 70.0' 8400 SF 8400 SF 8400 SF 8400 SF 8400 SF 7 0 6 0 5 0 4 0 3 0 2 0 1 0 10691 SF 25' B.L. 9000SF 09.2' 70.0' 70.0' 70.0'- L 70.0' 70�0' 75.0' VILLAGES OF HURRICANE CREEK NORTH LOTTABULATION PAD SIZE LOT COUNT TOWNHOME 184 40'x 110' 141 50'x110' 236 50'x120' 55 60'x120' 132 70'x 120' 55 80'x 125' 26 TOTAL: 829 N 0 100, 200' SCALE: 1" = 100' LEGEND PROPERTY LINE PHASE BOUNDARY LINE 100YR FP 100' YR FLOODPLAIN BOUNDARY 5' PRIVATE WALL MAINENANCE EASEMENT ® PROPOSED LOCATION OF MAIL KIOSKS EXISTING ELECTRICAL TOWERS NOTES: 1. NO LOTS WILL BE SERVED BY A SEPTIC SYSTEM. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WIHTIN THE 100 YEAR FLOODPLAIN PER FIRM PANEL # 48085C0155J, DATED J U N E 2, 2009. 3. ALL CORNER CLIPS TO BE 10'x10', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD AND COUNTY ROAD 506 WHERE THEY WILL BE 25'x25'. 4. ALL CURB RADII AT INTERSECTIONS TO BE 25', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD WHERE THEY WILL BE 50'. 5. ALL REAR YARD BUILDING LINE SETBACKS ARE 10' UNLESS OTHERWISE NOTED. 6. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALLS ARE LOCATED. RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. ALL REQUIRED SCREENING WALLS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. I � I KEY MAP N.T.S. Q N� z 2 w O z Y W W U W z U 2 LL O 'LU v J \J_ a U 0 0 z W U E a w 0 a N I o C O o ^O d�", o000 6 / MATCHLINE SHEET 1 S10° 53' 52.57"W07 0 1 / yQ� 0 Harrison and Janet Smith A �Q/ �-aY° / di�IAOoL Inst.# 19920612000392310 / o PHASE 3 �. I O.P.R.C.C.T. � ^° �...- - - � aoo� goo`' PHASE 2 �� \ / J"w` j CD � � � / o� d� -� / 26X 22 o 0 26X �9.A / O 74 .4, �O°[ j°°y a / /° 23 a � a O o° / w' \ r jj 5874sF 101.0' C1qI W 7 6922 8520 IF oy� / O 5877 SF / 1 I O� •3 (p r) �00 j°° /ham' jj° p� / 11421 IFco I I I 7726 IF [ \ ycA 25�' �� / /V�7106 r5O �/ N� \ _ �� 5877 SF,3� _ IF 7298, -n 7213 /� \\\"` d X /h`b �j°8 �p°o �00 21 7557 SF l / O/ 720 (� IY 26 7578 IF M • �° (0� °' 1005877 IF C70 / 00/ 1/ / W QQ / 51 / �(/ / 48 [ /' 770 moo. 20 �O o v a� 27. 00 \ 7326 IF �' / /�fJ� 27 8 't5% 5 / 7 1' �0 / 19 5 / laL. I I ^Oi CO 8218 SF / 7242, - 7s`9..9, O, 5877 IF /� (p/ 7 6936 IF .'b. J, 6 'O 6289 SF C0 oo ^N / Q o e /(� d 78 v /M 77 O"o' 20 �o j 6270 SF Ogg ty �J 94 } / 52 /o / 47 rn / / °> 3oss sF �On. o° CO 7 / 38 /� 2 6556SF o A o -� 7998 IF L49 /`� 28 °j 18 j a o d 13 m I Z r ^ \ sa77 IF /� UM 6672 SF o0 �ob'� �S 0 1.9' r` ti O / 733 6 164.2' h ^ a d (o / 71 717s sF o D: Q 8532 SF Q/ 1' N J 7 70 M 0 0' 8 o� } Q •- a� M� N� �� dd2i1001 py 8' \ o 7 ! V` 0 o M o° ^I 53 Io I a o I ^IJ 463SF �10 �°' doo cdo 29 /� V/ / m' 17 �co 293, 'n ll7 c- `� \ I O (p '� / 6470 SF -"� 6430 IF �'/ 7812 IF �/ p0• `. 12703 SF 00 111. �` / 0- \ 131.1' I m N l 0 39 I o CO (b v 2, u� W in 710 9 <n 0 f� oC 1 8820 IF O M I N 140.5' 1 158.2' r� U N 6470sF Y O I N 0 rn 134 4 (b / 0 0� __ I W 1 Q 1: c° 16 °' Al o �Q �� rN 1m 54 I � J U co I 45 O I ---� a� I 30 1 J O 6430 SF 7596 SF 10, 27X �o S170 32' 12.04"E 1_ I _ I 1 O 9514SF I U m 110.8'-' I` 10 /',�(`1 21,619SF o _ �vv 108.70' a o 9288 SF I o w I 110.0' w 0.50 AC p N 139.8' 7 40 N m J I O - 5877 IF I O 126, 7' a �O o 601 9399 SF I o I 136.5' ih l m 158.9' m l (� J I clo 31 N l rn O I 15 v l ssa, IF M 55 c09 I 1 O O M I M 6430 IF N � o FP c0 o I z >. - - - - 60.0' 60.0' 110.0' co rn o I N 1 44 C.0 I N N 9366 IF N I- 70.0' 60.0' 110.8' = e0 1 1 G? G Q 1p0YR ov 8, r_ 8747 SF �. 41 o O - - - (n o. 't A l 0 20' B.L. 587o IF 50' OW o 'oo �pOy�� a��� 1,745?316 SF Q 135 \ o \ 120 0 �`� 147.1, I I a I 32 o f 14 �I 114.9' 6� 6� . -t- U_ W O 1 40.07AC salesF O o 0 0 0 o I 6 o O rn fig. / O I 6195 SF 6815 SF �. '� 7759 S o N / YR FP \ 56 43 0� \�s1 9261 IF M w M 37 M 36 35 34 M 110. ' 110 I I 12 / \ S1 42 I - . 9175 IF c- O, co rL <J 4- O d- \ 'R\ 123 $ lJ \ 1 SFS �- O 7800 IF 7800 SF �00 SF �6X I O. tNS') o• 13 N Q _ < (0 cy 33 J 6116 IF / 25 F _ >? 1 - - 20' B.L. 1 L6 Al? °°" 56.8' <� � � -� 70.0' - - � �, g �q �v ter, r N ' o° dr 65.3 „ 123.2_ 118.7' (� 60.0' 60.0' 60.0' \ 762s IF 107. ' J C 6� • P 6679 SF o `` d� 57 p �o_ _ i / 24 's M ww \O 8986sF C46 - TWIN KNOLL LAME - �9� ��. O V 5 t$� 62355E / oLA /3 22 2Cl)3 'o 130 i L63 - _ _ 54 5' 23 g9 9510 IF ' ) A-T � 5 � ' 7393 5� 4j0' (50' R.O.W. - 2X 1oa8a IF L64 - - - C45 - 7' / / r'� � / 7 22 / 587 83_0' 64.5 60.0' 60.0' 60_0' 60.0' 60.0' 60.0' 60.0 54.9_ 54. _ 21 7687 IF FO 5 • - - - L• W / 5996 IF �J J 65.0' 54.5 25 / o Q°� ^o O / ^� 12918 SF 7 , g3.5' / \ 9210 IF 7493 IF 7242 IF 25' B.L. 7336 IF 7368 IF 7399 SF \ \ Q r _ LO 1/� 21 4-, / 1` o o 7430 IF / J - �Lr)ZO c' 0 / �J 7 3 ° ` - 0 13° I 7309 IF 19 p� o 7922 SF 6, p. �, o C 7315 IF o,l 19 18 N 17 �, 16 15 N (v (0 I ao s i- 18 � p %> I ^' N N 14 13 M M 17 co 7820 IF 6575 IF yd, / a �' C (0 BB 11 7273SF `- 7305SF �- N 12 04 11 N r` 15 L6 16 ` 6�.2 /p6 'O. �O° ` N Op� / 126.3' OHO 3' 1 s 120 �' 170.0' 60.0_� 60.0' - - 60.0' 60.0' O W I - 75e4 IF 59 •� �r'cP 4 5 [ (n 60.0' 7612 IF 7467 IF 6 6857 IF / o' y I ------ 60.0' -- 60.0' U) a452SF _ 5 K i m b e r l Powell �j CO ' 1 9310 SF 6 11p 6378 SF I 60.0' V 56.1' S4-2, 2 s9as IF 5 PHASE 2 20' B.L. 69.6' 6 .9' Vol. 5820, Pg. 2130 / 1 � ssa7sF CC oI 10 "n _ 20' B.L. T I Q O - - - - - - 62.1' - - 503 ssaasF 6' O.P.R.C.C.T. 6�/ 20 7 �� - - - - - - _ PHASE 1 _ o0 132 I 6378 IF r.X 50.0' S0.0' S0.0' 50.0' 52.0' U 50.3' Ns 6 50.5' o. 7 � 6a CC; O 52.0' 52.0' 51.6' 59.1' 60.5' 50.0' 50.0' 50.2' / 6200 SF 6200 IF 9266 IF I to in O O v 6? 8 7� W n 125.0' I 9 �I 1 2 o a a "� N 3 N 4 N 5 N 6 v 7 8 w o 0 0 0 Lo 9 2/Y 1 g o Z. I 120.0' �I 8642 IF N N N 9 10 v [] 0 14 0 13 0 12 0 11 10 N 6974 IF i \ I L0 r I 17�6 I 6200 IF 6200 IF N cN- N N N N - `=960 IF LO ~ I I U 6378 IF I- 25' B.L. �6448 IF �6448 SF �6448 SF 6912 IF i 132.4' 8042 IF N 1� m 68.6' 50.0' 50.0' 50.0' �6403 IF 7400 IF 7548 IF l6011 IF �6004 SF l6175 SF - sa c6 8 - 50.0' 52.0' - - - - - - - - - 6' `N_V M _ 52.0' 52.0' 51.6' 58• 60.0' 64.9' 50.0 50.0' 50.9' 58.6' v M / C24 88sa IF I rn 125.0' 120.0' U - - - - o° o - _ HONEYCREST LANE -0` �, '�A 1.0 18 W I �•% C, I I 1 CV 6378 IF 5 _ (0 R.O.W.) L42 50 Boaz sF 1 7 C25 L41 1 ' 1 _ 5p p` \ 11g 2 m o -"" I W {JJ in 125. 120. m 60.5' 49.5' 50.0'50.0' 0' I 1 - - 50.0' E50.0' 50.0' 50.0' 50.0' 50.0' W 50.0'23 /08107 SF ' N N 6378 SF �, - - 50.0' 54.5' 62.8' O I O N I 7490 SF 6159 IF 6115 IF 25' B,L. - - - - - w V' 1 7 �/ / 4 (p' "7. 6 t\ 5909 IF 5841 IF 5772 IF 10 (v O 5703 SF 5635 IF 6251 IF \\ = 5945 IF O O 24 N \ 8042 SF ^ eN- N 0) In �- / 6971 SF ' ^ � 6370 00` 120 0 ^ 120.0' 22 N 21 N 20 N 19 N 18 w 17 16 `° 15 M N o o v J 26 `9 251 sF ` 6254 IF 5� /0 7zoo IF o 725. / N 6378 IF 14 � 13 12 28 5 '0 O• O O 0' 0) "•� 6047 IF 5978 IF .-. 55.7 d Z 69. YY W 55.5' \ /0 16 co CO 3 �� 5 ' 3' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 58.9' w 3 64.2' S4° 32' 41.71 "W 69.40' 72o o 7904 SF �; / \ 72p.o' O o I J O I- - z_ 0' `O O `O/ N 6378 IF Q 59.5' Q _ 49 3' /o 0 12 /oi / - 23X J- 49.8' 70 R 11 O• 7183 SF / / o S 0, Q d 4 O /rn O 4 9.4' 53.7' 52.5' 52.5' 52.5' 52.5' 52.5' 52.5' 52.4' 52.4' 30,182 SF I q o 0.0 50.5 6 Oy Fp 100 0 /(O 15 / i� 0p % �, 79n [n' / �/ Y 6136 SF nnnn ec _ I 1 1 I 1 C Cfl 7 1 0 / v °� J ^ V� � U ' � o io Cv aD z . - � 10 � 11 � U o�/1 r c4 N '4 sn4s X 2 .0, � Q� l / 7500 IF (O/ O• r/ /�• 6137 IF 2 Cl) 3 N 4 O 5 O 6 � 7 (6 8 6 O M N o 01 �2 �J � 6011 IF � 6100 SF _ 6972 IF d S Q 3 5782 IF 25' B.L TI /O 7200 IF j� 72 d' N 6600 IF 55C `� O •0' 7849 IF _ 55' b (poi / (° 14 SO �� (O� 72p O (� S 9 _ _ 6580 SF 6362 IF 6287 SF - 6211 IF - 25' B.L.T - 5985 IF 5909 IF -5834 SF m J - - - Q- - 55.4' 55 4 �'( 7 0 8117 IF 1 O ^ / /0 600o SF 74.0' 53.7' 52.5' 52.5' 52.5' 52.5 52.5' 52.5' 52.5' 52.5' 60.0' 50 53.1' 01 L56 - - ------ - /ti /0 72°6SF SOS j 136� `°l =/ 72po �o c42 _ CEDAR KNOLL LAN_ E o Blue Spruce L.P. �° ,��� / /0 13 0 / �HO�� ^° 6 (50' R.O.W.) Inst.# 19940826000793830 ��h /0 72°0SF2p0 0 73 (SO R O� /� BB s75asF �, /� / Q0, 5 _ - - - - - - 550 O.P.R.C.C.T. ',�° azsssF \ - - - - - - - - - - - 50.0' -1 / /moo So' O•w� �N �' ^ /7233SF �0-0 50.0_ 50_0' 50.01 50.0' 50_0' 50.0' 50.0' 50_0' 50.0' 60.00'7I ; 59.1' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' - 12 1 /- ' 24 7233SF 6036 SF 5566 IF 25' B.L. 5495 IF 5496 IF 5497 IF 5498 IF 5499 SF 5599 SP O OI I I O O 2O B.L• O 11 ss09 IF 10 11� �����//// O O O O O O O O O O O 0' (0 /o / 23 22 0 21 6 20 6 19 0 18 0 17 � 16 15 0 14 0 13 Io of O O �saossF 0 ^ o o _ 17 _ 15 ^0 2 2S ssoo $ ssoo sF ssoo6SF ssoo IF 14 13 12 gOAI 7200 IF 7 O I I 5500 IF 5538 SF 5720 IF 54.3 O N • ^ o" /000' � °' • 0' l 730.6� 66.9' sass IF sass IF Z Y 54.4' (O 2 / c0 / 63.5' 60.8' 51.8' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 60.0' I � p 59.1' 50.0' 50.0' 50.0' 50.0' 50.9' 54.3' ° 1� aCIV� / 20.0, V C0� ® co, 7522 SF / 1 LL I Q N o 72oa sF m o N 7 /� ease sF (� 4 53.4 i 56.0' 64 1' F /o 0 2S 69 53.0' 52.9' 52.9' S2.9' 52.9' 52.9' 52.9' 52.9' 53.8' 60.0' Q 59.1' 50.0' 50.0' 50.0' 50.0' 51.1' 51.7' 6601 IF 6601 IF \r 6601 IF °A / (V (p 8' /U N Z 5837 IF .... 10 O/ pp� 2X / 0 10 0 3 124.0' �� O 5837 IF o o Q oI 1 0 2 0 3 0 4 0 5 6 0 7 o g o 9 d��F 72 0 /v �o 01 1 2 Zo 3 Zo 4 0 5 0 6 0 7 0 8 o g o 10 0 11 0 12 �o z o 0 0 0 0 0 II / 0 O O O 6601 IF 6601 IF 25' L. 6601 IF a� Q' Cp 7757 IF (y `Z M ! 5837 SF 5837 SF ! 6601 SF J �I LO 6601 IF 63:5 O /` 7 /(p / '^ I� 6601 IF 6601 IF [e , �ti / 8456�F O 32 8' 8165 IF co 1 9926 IF 6183 IF ! 5930 IF 5837 IF 5837 IF 25' B. L•- -5837 IF 5837 IF _ V / ^ ^ U - 2.9' 52.9' 52.9' ! 52.9' 52.9' 52.9' 52.9' 52.9' 53.8' 60.0 159.1' 50.0' 50.0' 50.0' 50.0' 52.0' 53.5' 60�7' ^ooyQ ° ����� oo� / 0 4 I 126.9' 86.0 53.0' 5 52 - - - - �� ��� 1306' 9176SF /( 1 � m `° \A RIVERCHASE DRIVE L45 / � �/ a / 0 1 _ 3 - - 10601 IF 74 co r" 1ppYR FP /� 8 'C) 5.3 1 IN 11096 IF �C`� (50' R.O.W.) - M 11224 IF 5 I L6 1 11.2' S�3' 49.8' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0'� 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50 0 l 0 3 25' B.L. 129.6' N 1 ��� 9302SF 25' B.L. o 0 0 0 0 0 0 iV \ a� 2X I v (0, ^M // �� 1,745,316 SF I 7 N � \ \ \ 40.07 AC 9249 IF 0 ^ oov \ �� 144.8' 13.1' co a" \ O 5' WALL MAINTENANCE ESMT M0 D P ------------ A R K W A Y 20 ! (120' R.O. W.) ---- - ° N9 as ix _ N880 59' 33.00"E 427.28' oov W W 4 ire o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q (0 126.4' U7 C0 1r L6 L i2 19 � 20 � 21 � 22 23 24 � 25 26 27 v I L LP m Q Q 7 5 6 `r' 7 8 9 10 11 12 13 ! 14 ! 15 16 ! 17 18 sslosF J N 8115 IF I (`? _ _ �J2, 5910 IF 49.6' 6 I M N a 6L 22X .7, 6402 IF ! 5750 SF 5750 IF 5750 IF 5750 SF 5750 IF 5750 IF 5750 SF 5750 SF 5750 SF 5750 SF 5750 SF 5750 SF �5750 SF 5750 IF 5750 IF 5750 SF 5 0. SF 5750 SF 5750 SF 5826 SF - 142.1' r, 63.9' 5750S 50.0' S0.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 22X 50.0. 50.0' 50.0' 50.0' S0.0' 50.0' 51.6' 53.7' 5- CONTAINING LC 1-14, BLK G; LO- _ _ _ -- - - 1-8, BLK N; LOT: 2X 14.4' _ - - - - - - - - _ - - - - - - - - - f� 1-28, BLK U; L( �5' WALL MAINTENANCE ESMT LOTS 1-11, BL N88° 18' 31.00"E 742.84' ROSAMOND PARKWAY - -- ------ - L68 - - - - (120' R.O.W.) CITY OF ANNA ETJ ANNA CITY LIMITS N890 05' 29.00"E 1757.67' Tract 1 CADG Hurricane Creek, LLC Inst.# 201505290000631020 N 0 100, 200' SCALE: 1" = 100' LEGEND PROPERTY LINE PHASE BOUNDARY LINE 100YR FP 100' YR FLOODPLAIN BOUNDARY 5' PRIVATE WALL MAINENANCE EASEMENT ® PROPOSED LOCATION OF MAIL KIOSKS EXISTING ELECTRICAL TOWERS NOTES: 1. NO LOTS WILL BE SERVED BY A SEPTIC SYSTEM. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WIHTIN THE 100 YEAR FLOODPLAIN PER FIRM PANEL # 48085CO155J, DATED J U N E 2, 2009. 3. ALL CORNER CLIPS TO BE 10'x10', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD AND COUNTY ROAD 506 WHERE THEY WILL BE 25'x25'. 4. ALL CURB RADII AT INTERSECTIONS TO BE 25', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD WHERE THEY WILL BE 50'. 5. ALL REAR YARD BUILDING LINE SETBACKS ARE 10' UNLESS OTHERWISE NOTED. 6. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALLS ARE LOCATED. RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. ALL REQUIRED SCREENING WALLS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. I �1 A r - KEY MAP N.T.S. H Q z 2 W i H O z Y W W U W z U_ LL O W 0 Q J \J_ Q N / I 1 d�-100 l / - f as / J LL.UL o z 00, N890 47' 13.38"W 602.59' 81.1' 107.4' 60.0' 60.0' 60.0' 60.0' 60.0' 10698 IF 8297 IF 8268 IF 8211 IF 8153 IF 8096 IF 00 Co17054 17 6 N �� IF p° 1 16 M 15 m 14 m 13 m 12 ch 2X O 25' B.L. / 18 y 8 9 60.7 60.0' 60.0' I 60.0' 60.0' 73 ^ S . 1026'- S880 58' 59.62"W 933.16' ANNA CITY LIMITS CITY 9--AMA ETf ------ --- 7 171.4 9507 / / o' � � � EX. 50' CROSSTEX NORTH / \ 2X �°� 2Xo a h J ti s 2X 1 TEXAS PIPELINE EASEMENT JP °' 1 1,745,316 SF INST. NO. 20061108001599970/ / 40.07 AC O s0; \ / 117 5763 IFQ �� 8456126.1, / v/ 9038 IF 4j j 5763 IF � � / / 5713SF 9�' V / 0 3093 SFJJ. / / K U) N M , �^ L31 H bEN CREEK DRIVE J 38.1' w - Ss j� h o Q�/ �� 6 r�o9/ / 2X Cl)- - 50 RT.O.W. �' ^ 4 J 83 Q Q 7� / 5615 SF \ �'' 1. \ 6' / d = ,•5 G ( ) - - \ /�4> jjo O Q�GOQ `j. `1h j� 5 0, p�� O / o ¢0 ' - Cl) - dd �1I�006 85.0' 7 1 110.0' 110.0' 63.6' \ Q j 5885 SF / �Q' 00, -0 124.8' 6971 IF 1 co 0 1 o 7 62o IF 2 h° / � p O, O / \ p � 13 14 / iO 7490 IF ih I 1 - <q J �ti 23 L I 93 j0 L' 4 h% '/ �C. NQ10 � � � o (0 15 `° 1 M O M o o , h� S/ / sass IF -0, sass IF O /� �P G �Q Z �j 12 O 77 I84 F .0, ^p 15 OQ� 10 19 0 °' 0 16 o Soso IF u'' J / P 7144 IF O' 24 8448 IF c7 7 \ Cl) 110.0' O �0' 3 / ��J 5�` / i 11'O, p3• 43) szlasF �. r 7488 IF N 110.0' O O' C! a _ �J !V / 4439 SF / 5608 IF d9 N 6414 IF e- 25 S 7 P' V K 1 / ' 1100 60� 124.8' 110.0' 22 - O Q0 GG JSO / �` /� �/ 10 O aaao o 17 rn 49.8' \ \ N O C / 0 14 m m I s6zs sF ¢ O N 2/ `L 2 / �� N j, O oo� N 20 O N ? P ^o s h / CJ 2/ 4462 IF O' < M 5628 SF 110.3' \s, 26 SO \ 4 Jj 5885 IF (� / ! v ) 9 'O. / �` %j I 7623 IF 110.0' 19X •0, a / 26X I G Dti' asas - p. !k � S 5500 IF ° 6538 IF 'O, Q• � 2 / O �A3.6' 109.8' 5819SF o o. 21 61 00 ��° �/ �/ 8 O, 5 �/ 125.1 o 18 o o \ ssoo sF S j 1 !! P jj O 13 I (9 10 (O 6173 IF 27 ° �v ��% j 4589 IF \0 / 23 g 1` °Q 21 0 LO Ln sass IF 1 cn 110.8' S0 ^00 O, \0, 5�� jJ 109.6' o \0, pssoo IF \ i �0 • J asas IF p0 X'b JJO 5874 SF 101 .0' I O 7947 IF N I 109.8' S847 SF I O• I OI 28 So \ `110 P� / �.. J 5 24 d �' / 22 \� o. 12 O I 19 Io 1^ o s 6s0SF / , SO ^ °ssoosF° / 5 / ti O, / / Q� J 4589 IF / Q / °s 128.2' I LO `c' U' \ I 0 �° 5 5 sosasF O O 5895 SF I 111 \ / �J 29 0 / n� J 4589 IF NQ• jk2• o• / JJ s8n s 421 SF oo I `� 1' cfl J 6 cr 6 \ S. 0 J / / / P h O / / 6? 22 co o 1Qg �\ o S °ssoosF \ / J 4 O p� y3 �� 16 ^ -Q D) 25 `�' �3 cO 109 $' O 5872 IF \ N 19 0_ / °O, ^° // L J 4589 IF /� / R / V Go J 5877 IF / 3' _ �� 7306 IF 7298, I , r I O b030 IF 1 1 �I \ 20 \� O\ 6165 IF /OHO 13 \ 30 ^O� D`l'/ O3 °' /`L� j, v J0 0 i 21 12g.2' S1 5895 IF \`� 111. .o \ S 9386 IF S0 / jJ Q• Ik / '\ o �- o s cr g 6 � O p �\ \ O, /O � 4589 IF � 1 8 � 4726 SF � O / 7578 IF U? ^(�n i �J� V \ , 23 c9 ` $ 5891 SF \ •O 0 7 p0 . 52 / O / 2 / 7 / Q 1(/ ! 1pg 0• \ �{j 1 s 7¢ h / 7 asas IF RO' O 6 a7sz sF �O v Q" 5877 IF 9, ^ - 19 •� 20 / / 3 ! �o O asaa IF 10 s \ rn 21 / I� �\ 6631 SF 14 s ^� / I 0. [O S1 61 1 . O 1 6' 4688 SF 5 N 331 sa9ssF ° 1� s \ 19X p/ O O• / Q \ 1 \ \ O � �n\ t3�� n� 6� � \ S 4721 SF � / 20 'V�, J F p' / 19 �1,_ �. 6 \ \ ` ^ I��� �3 \ 11 g a O 5906 IF \ J V' Og 'CP� 9093 SF �j� /OJ / / 8°' J2J 6602 IF k 0��� O 6289 IF '1 _�(/ v V a C5� O O�Q / C ' /O• (O/ J 6936 IF /rOrO' jj �`N • O� 1 1p n 'O\ 22 �CS� O�J \ \ 8o3s 5F ��� �J/�y\� v C �' ?0 r' 17 sz7o IF g y 5 9 �` I \ 6� c� 1 \ � O • / \ 6S' `v0 (O J, j, Ag • ,2 S! P O �' 5895 IF 12 ' a% (S� Oj • / 7 �j �c / 7 s, C2315 9 <\O /f. �\ L /^� J ^ Q/ �S !i O 82365E \ 3X v `O v rn \ ' o, 1/ 8 00' 10 ' Os J2 �Q' / M 0\ J / ¢s _l v CA v 1 8 /�. j27 6556 IF (kg $ 3g 121 ' tS cS 5904 SF 7--\ • 6' 4J S. // O © O V 7700, ss7z IF �°Oj / /so`b S LA3 C2j 26X L sass sF ® \ �0 3 0� 23 \ / 15 0' Q J 19 /� / 4° / O�� V (Y? g • 6288 IF 21 (O 7 7178 IF / (O / / 7 2 ^ 5436 IF \¢6+ � O 12 8 S � is \ 5796 IF 1 2 �• J � �J / M �' / 8 DQ M 6 S 5896SF �� O QO' J2 �% °• O o' % 22 / 2 / / \O 1 \� °" P ? s 4j / J 3 @ °' 23 0 5567 IF 17 rn oO J 93, 9� ^� o 16 A \ O 16 J .. JJ 18 / 6 5906 IF J 5966 IF °O 4533 SF /�° \ ^ m 6430 IF O5' 7812 IF �/ 5761 IF 11Q' 24 �f \ 8907 SF \ / / / ?°' ^° �• �° / �� / <0 7 s A O JA 11 / 4533 IF /o �� ^ 24 W iro 1 j0.0' 9 h �O/ co s 11 2 ♦ 5905 SF \ �� °' O h / / / ° J s8as IF O / 1 7 17 /p°' �� 0 8 6 5 0.2� � Y O CO N / n rn \.� 11^ s ss S ssoa IF 2' ti 4 JS ho/ / / �./ J? / J < \ ^' /y pj 73¢' O N W O C� °\ \ / •0, 4533 SF °' _ ```CC/ h / JJ ?g Q �L COI 16 - ¢' O' 10 /` O 5745 IF •D, •t9, �% p� •o, 25 SO J 01 1-1 6430 IF C � 7596 IF O 27X g A' s0\ S 1 0 O < 5905 SF S� '�� 5895 IF \ 1 O 5885 IF ° / ^/ �/ 28 \ N 16 21,619SF \ �Q 7 �� S 'A S \ V `1 JJS h°/ 110. 1000 V 4 \'] �1 O I� s \' ° h 0. 45335E LLJ 0' rn 0.50 AC p o- / 5741 IF 'O, 0 q �QO O, 26 \0, (3) Q' sass sF / ^ J 15 P° 00, /co`' Q / 126. T 6 Q \C \ 5 S6 �� sass sF �/ 9 / ^/ J?0' OO 1 ^/ 7 2a�sos IF N\� O I 15 6901 SF \ 2 SO\ ' 9 \ \C 5900 IF S` \ \ s, \SiS / O / / 4533 SF / O J / 6430 IF N / 11Q' •� s� N - s ° \ 27 r o' r ti• 77 �, / v �°' / �' �.' o / �. o I I 1 1 co CA3 �� 3 \.� �� O \/f _ sS ° 5885 S 08 110.0' 50' OW \ �J ^^ \ h F S0. `^/ a JJ 14 Q, �' 30 0' �o °� j �• I �\ \ 5750 IF 2s j �.e0\� s, ��59004SF SO\ \Ss' 28 CO O O / ` �1 4533 SF /O z•' /� JJO 45 S 4559 IF 45.1' `Ay o, V ��// Q S ^ 1^/ ?0, h O ^ h 27 ' l �2, �I 114.9' 66• / < `so\ 8 3 S (i 0, \ o o / / 13/!O 0, p• ^ / q(1 \' QZ t$� o 6 6326 IF 'Z O 7 / O ^ J `J o 31 • o� S 4884 SF A �+ 0 14 6� / �� 1� S \ \� 0, O \C! SS ^o Q �ti' 750, h Q / ^ Jaso8 sF \S2' 26�? y F3 O I O 6195 IF 6815 SF 7759 SF O \ •s, 3 6% ` / / 0` /4533 SF /O J J \ ^ ^ o s� 56 / 2 s7aa GL I R9\ \ 0' �i o' JO / 2 , ^ I 1 12 / 9 s \ O \ 5905 SF 9, \ m 7 % cV0 12 32'0' p° S O @ ¢0 25 �,• / 2 11 rn L \ sass IF n ^ 7 � 26 O 1? �\ 5771 IF 7 �` ts0 J � � � O J J0, /O J �` / J 4510 SF 20\9S' °' 170 ^ N 1 3 O g, Q <J c9 I \ 1� \ Q �/��J/ ti ^ram° S\ ry V 176 [t00/ //J1 ^ 4533 SF ^ J ° \ J I 1 I / / j 25 \ Q 1 W \ J 5805 IF O, �I S 5909?F S •S' Cfj �/ 7 / / O` / /, / J' V 6116 IF s' �' °• / ° / e °' s S sa7a sF 6 ^ 7 O' O 33 \ ¢ °z7oo sF 9 5.5 r0• / \ \ 0 5885 IF 11 \ O' s' 107.9� CAA yA� -- 7 6679 IF j / 6 sacs IF L 6 h O S ^° 1 77 O / ^ J7 / \ O "� A/ 24 't5: / \ \ �\ Q' \ t5 ^� O, s ^ S0, °' / 4533 IF °• JJ \ �' '� 34 O 4737 SF Q0, �ti Q 585, IF \ • 9' �U h / �/ / /p / �2, \ / ``� O h \ / zzso s 30 \ -ItBOA 9/ �s 6235 SF ��% 1Q' \ \ \'�' ® QO O Cf0°. 5797 SF / J 1 0 ��O 1 J Cry. L ^� 35 o O SO \ • 5073 IF 29 O p \ 23 '°' g / V �o \ 5 J, O, s� 5 / ^ 4533 SF '0' o zzsos C1 C45 y4.T .�� 1 O SS\ Sy ^� ssoasF T 7750 0o a / /� _ n �� j _ 2S 36,E / 2 �` =<J9 T 7393 SF O j7 7958 IF O' 7, O ° �V 0 1-x \ 54• 22 '� / s87a IF s / �ti sa3s IF \ `S / p / 77 9 ^. \ O' \� 0' 41\ �M' zzso s 54.9' � i ,L. O 7687 IF Q� / QO Q l/ 25 \ 4 ^ � 5977 SF °, C+i 5750 SF 4533 SF 7 /O CO/ 3 g' � O "' °, 57 ^ � 27 54.5' _ _ 2 s 21 .0 6 JJ 2 /6�' / S S S ^ S 7 4 0 �� ° a / \ s\ 26 `r' / 5996 IF O \ S ° 7 40 ` a. / SO O O, \ 3 O' o S / 7 8 /h \ O zzso sF 2 1 - � 20 M � � " !/ \ C, \ J, 0' �°' <v 7 7szz IF 7922 IF 6 / / ^ 5990 SF o' V 7' O M 0� 2 7309 IF i- 18 19 co ! j / 5Q' j� 3 /Op 4, C •� '� ° 24 -S \< \ ^ SS h s7so SF / 0' /� • / / wry / 3 �0� \ 25 `9 O 17 ch 7820 IF / 6 O. SO\ '9 A 3 P / Z 41 ¢' / 4 z �� / 6575 SF % �J / O� \ O 5745 IF S •2, 4504 SF J Q 2 2700 SF ry 17 �'L O� S' 2S, 16 o M 6 ( j cj0 / / 'p C/\�` S 0, \ �' 2 ^h' ® M� 77S O p / /.� p 7177 p h/ \ 9 / M° / �' 18 0 2� ! 758a IF % 4 ` /_ [�` o' 5440 IF 24 °' o eb / / Q Q /- �' O �' h / _ �' ry' sza3 h z7oo sF 19 �' W 7612 IF 746' yg 6' 6 6857 IF /G)Q• 1 �, �� o. aaao IF o. �` 7 O 2 , V p. o• j GG 23 S¢ 1 0 / a / p / 30 0o IF / L d / 3 , S o S, /O' S7 S 2318 SF �• 54.2' /, y ° S \ s' h h 42 0 `'� j 23 20 0 56. p,2 6906 SF 5 CPQ O \ 5745 IF °0 \ /// \ 6660 IF Z 5750 SF V 7 6 ^� °' / z25o SF z25o SF 2 ^ 6 .g' 62.1' i y �67 / 9254 IF O S� °° \ ('50 , `� N 77 0 v OJ 7 7� 5302 SF 39 40 \ 5 7, S 2396 S 21 0 10, /o aaaz IF ¢ 22 1 Eo 2250 SF V 3150 SF 15 SF v ¢' a8sz sF \ zsas sF 5p 6944 IF O v� 6, ^ 22 \S \ .8, 0' moo/ d / / � D 726 /O ^ zsas s 22 - - _ 3 \ � 6¢ / S Q v o' o� L � � ti zzso 50.5 cow 6 / 6 jjS 16 O /` ° 5745 SF S�p O� O,(� / �0 5807 IF / m• 7 5 aaao sF 43 o ¢00 380 / S� Q Q' 21 �' ry``� �, zzso 14 z25o 2 , i0.0' 50.0' o, 7 >? cab P� �, h / % S J ' 1-� / / 0 7• o �/ Boss IF �. zzso sF o / / Q• `b / / S S, O \ / 0: o \ ¢ . �O �p S sF 13 F zSFo S ` O h 2 O 1 O 0' ^ o? N L, ` 5 j 17 0 6, n 21 st9\ 77S e / /� a 727 /°. 00 37^� [y��C/ 20 �h 2S, 20, zzso O N N s ! 2y, 8 • ya `1J / V l'0� 7 e 5745 SF 's' o, O'/ / / / ¢, b, \ / V z25o SF 2 . e 1 2 IF o 10 N 9 / O 7 / O' 10 0 h 6 / Boaz sF co O h 4 aaao SF 44 2 2 ¢ 0 J �/ S <. 2S, 13 6 12 6 11 ` ss7a sF / \ / �� 00 Q' c5 �Sz, �S ° \ 7 0 77.0, O / alas sF 40 6 @ \ 0' Q 19 L `'/ N N N g 8' �)// Q i- n1 5 L� J 18 15 S ^^ 20 sr \ 9 L 0' o• �7 7 /� 0' <. <.4� 10 O; 6960 IF �J \' V V Q / FO 7 \ ' 6' '96'' '1 �7• /� /D` 76` �c0 / `V h ^ 2S, o / v O' / Q S 6226 SF / 7 6458 SF 5745 IF M 4j / 7' CO Sl 1 8 3 h M 011 IF �6004 IF 6�" 6912 SF 6' �! Oj Q ° 3 / / 45 ' 0 zzso SF `1' S' `� ° 9 58.6' ``O/ \ ° \ aaaosF �D' 0 2S, ti i0.0' 50.0' N 58.6 r, 19 O �0 h� Ste, ^^ 19 SO o 77.0, o \ \ slsz sF / ^ 46 w ¢�O' / 3X z7ao sF h O 2S, �SO, C)j) zs7z'b _ 0 S c�Qj / D 14 ^ s' s47s sF 0' / po/ aaao sF /po \ W b 47 ° ^ 17 �° . 3 22s0 2 , R C? A yQ • .) 6567 IF �Q. 7j, 6155 SF / C3 \ 2 �2 O \/hh 5249 SF ^ 4510 4723 SF 00 O SF S 2 Q ` '30' / 3150 SF W SQO, ^^5s o $ 66S\ 0 777.0, 0 6 0 �A 44- \S, 48 12270o sF 14 _ / aaao SF I /C ¢ , 1 ? 15 p. ' .� 6575 SF � / g � J 13 (�p ° \ 96 p° p0 NM r 2' 41. @ L41 yQ <J� 21 6273 SF jCD 6234 IF 4�� / J0 S ^° 17 j , V C ♦ ^ti 15 M / /� S' zzso 16 `?o 2S' W _ p 0' 0 •Q / 9 gip, ^ sazo sF ¢ 77 1 6¢ ¢ 7S �\ z25o sF 2zso sF O 3S, sF 2zso e�, 2S, Cg y0,p' y 22 S 6539 SF y6/ J 1 Z / 6368 IF (Q' \ \ 7.0, O OO O / 14 ry� o° 2 , SF z25o z25o J�O, T 50.0' 50.0' o. co 0 j9 / / / ° / JJ 13 �i( \ S �� S % �J / 7361 IF � 7' O h z25o SF Q - M N j �J' 61 .p ¢ z25o SF 1 2 S 1 8 IF w �/ �. N 23 6467 SF y6j /, O / (7°/ ?0, ^ / S� ?g, C?\ C1L r0' 2j / 13 3150 SF 11 SF z25o 19 2710 IF �' 25r V / '1 N / / 7.6' z25o SF z25o S z25o SF _ 2 5945 IF NO Cp \ 53 5329 IF T > __ 5787 SF O, 07 24 ` 6370 SF y 9 11 /� / 5827 IF / 8 16 \ 21 X / ^ Q 12 ry S' IF 2,g, c9 ! y / (k 6294 IF ° / jj / St l$� 8034 SF I C, O \•cP / 3 2 10 2sFo 3 20 h rn IF 26N 25 szs4 sF 14 A' < �. 52 zzso IF 9 7w 27 26 6111 IF yy $ / . 10 / `� cO 739a IF o N �p �9 L �� , 11 h S' zzso O' 21 ^ Z �'' p (b ti 8 sF 22 _ 55'�` / 5895 IF 1 2 O co 109.5' / ` S S \ ��. Q09/ �� / O �� z 2S, 2 2 7 2S' 236o9rSF 253 S 23 / , Ag � �' szss IF 65 • / � h'9 3 7 55.5' A g / O j 15 J U O A q/ S 2, s^ssF \ 10 �� �/ FAQ S' 2S° < 3 251 w 55.1' sr 9 ° 8101 IF I O @ ^^ B.L. ° rL 4 ,� 1 /C O 55.3' A9 / h / j / o O S ti 7 \ 46.6' zzso sF \ @ 6 0' 25' J O - - _ Ag 5' s szsl IF /y A / ass, IF �'' S �° 9, �^ / S ¢ \ O (b. 2s, 9 h 3S, zzso 5 Q -_ _ _ $, 4g.7 8 / 5 / pp9/ JJ 16 c��/ 11 15 ^/ O J7 O °' 4\ ^ 50 / 2700SF° v 3150SF S 2S' 2SSF 2700SF 15X 25' r , 50.0' 50.5' 49 . M. 7 ! 6270 IF / �f / O -7 5776 IF 'r ^ O O 2 30 2 Y U o. 6 / yy / O°. 099' : O� JJ o / / as3o sF \ �0, aas7 sF ^ 49 ^ 827ao sF 7 2S �SO, CAS 0' S Lfl a 9 ! 6233 SF / / p. 5823 IF 1 \ ¢ \ 5 O O ^ ��. �/ zso sF 2\ O 3 4 2IF8 M y �' O 7 asas SF . o °' \ O \ ,(� 3 O � o 0 2 0 3 N 4 a' ! 6174SF � / y A� / js 17 5/ /O J 10 h / / °. 7J0 /^ \ •O' / 3X /` ^� �� �?S, 8 @ z821 2 p O C �' 5776 SF 14 �'' /4630 SF \ 0 IF '�, S 6 2358 ON 6011 IF 6100 SF A' Q 'CQ, 5995 SF Q• O J / , �• St 744,092 SF ' 9 % �/ 9 SF _ y5 // 50% 0 co h 95, O' 7S �0' 17.02 AC h �° 2S' 22so 2i' � 2; LL. CssoosF 5782SF 25' B.L• y5•A' 2 18 �' ° °j / J 2 O / 9), / rY sF 10 2 3p, m G - - 55 / p �/ 6027 IF / j 9 / 5910 SF �J' / / J ° K ^ \ \ \ J �� / ° J¢0 2SFo 11 S 8 25 25' 3( 4' /p h h / O' 7 ¢ o O' 2zso 12- 50.0'zzsosF O J 53.1' 55•45i (�O 09 5776SF O J 13 4630 IF /fL 7579SF 6S'' C �6, 19 <,tk p ,g, �o JS / J 3 0 O • � • 0' �9)/ 4 L (� (� �Ty/� SF 22so 13 2584 sF x L 13 '6. 6046 IF /!j j s 1 5910 SF �J� / , O• JJ ^ 6175 SF \ ¢ \ A 4200 SF % SF 14 20 �JQ • O 5776 SF �i / / 4630 SF °' / ^ - ^ ' 7q �/ - y�0'/ 6052 SF ��% /O 7 �' / �O 7jS 12 / / p J 4 �� / / 27^�J �, ¢6 A/51 S�� V j90, / ry° 3500 IF 6 p S V'0, O CO - 5Q� �� 5910 SF O'°' J? �\ 26 `�' @ \.9' \'qS[� \ Z p` rn / 0' �/^ G� S ^ ^ ` 2258 SF t9 3500 3500 IF `� v 2S' p O �� 6046 IF yA� / 5776 SF 00 5776 IF J 11 ��/ V (� 50.0' 55� I 0 as3o sF �. S2�2S, 25 0.0' 50.0' 50.0_ 50.1 50.0' 50.0' _ _ 6? Q' 6 O �' ! 5°° S @ _ °� O / , \ SF `� 12X `V LL 2377 2Q' I, to 23 ` 6027 SF �J j /p y 7°t9 rL�j e%• �J�,� _ ` / / 5910 SF js°' / / t° / JJJ�' ry�/^/� �///�; O� ¢ 5r 5360\ ^ 24 i '� ` ` ii 9 5' Mh ` SF J¢00' 4 �� O N p' 2 F 3 B• (3M 25' B.L. 6509 IF d ! 6777 IF j �JQ 5 2` oQ j ` 49.3 5595 IF <O' `[/`� M , M J0 ; G O 25' 245 I 0 0 0 y `' h/ /� F 6X -I' J V 3 z37s 5 10 I! 1 / O A� / 5 jcS 10 O' O J7 64630SF (SO, � S ^ Q 09, O sF z361 17 16 15 14 13 12 11 W 636 _ y0� 4 5776SF 6 / �O 5910 IF O, 1 / �/ / /L ? , ! 5806 IF p A O _ ` °" O/ S6S7' R o �O r0}^ V 1, ~ M 2 2SFa IF 2i 5500E 5538 IF 5720 IF 60 41 / / yp t9 5776 SF y(k P5 - �\ 1 GHQ Jjs 9 ��/ _N jjj O /fL O \ �/\ �, / �j► / IF 500 IF 5500 IF 5500 IF I v`+ - LVV `[` 54.4' �° / JJ77 4630 IF O �' / J �? ^moo ti �O �� %f / zao8 5, )0.0' 500I 50.0' 50.0' 50.9' 54.3' ' ' 3 `O 9Q01 ti� W U 25 6y 5 00 5776 SF 1 G�, O / 5910 IF O- 4630 IF °' 7' IF O 3( 2 yA' �' SQ J 3� /o O N 20. t�s, �� Q /� ,� M I gE 2 �■ 64.1 I 1 o sns sF / / v �GJ js 8 `� / tp � 7JJ 8 �� /� O z 7804 IF �4'. 6� 11.0' x (so S O_- i0.0' 50.0' 50.0' 50.( 51.1' 51.7' 56.0' 6601 IF _ O 716aSF ` 5A1 ` O� �� Q \\� >' ' / �4 P �O \ R. c / U 6601 6601 IF 9 I(Si ` yA 1 �33 Z� ,,•0 �s10 SF 50/ / ' Q/ C'v �5�'` a6zJOJ, 9 '0' /�/,� `� h \6S J ^ 21 ^ \ \ / O �`r ¢ p O, \ O %� C8p V PHASE 1 - 2 0 3 4 5 6 0 7 No 8 0 0 1�, 1_ p. / 6Q �(�\ ` Q- 0 `�/ \ s15asF 52.6 4 - V� 65 ' 6 / \ iO O /`G �J SO 4 ^[y 5341 IF \ 11.0' �O 4710 L 6601 IF 6601 IF I 1 / yQ �` ° 5910 SF ��/ � \ °' 6 40 601 IF 6601 SF! 6601 IF 6 1 p ' /� �P \ �l�P ��• P / \. 06 �, 4 O Alt7. ^. ^ 4710 IF 4p O, - _ V O' 22 5575 IF '` •0' \ ____ 3.5' 50.0' 50.0' 50.0'L50.( 52.0' 53.5' 60-7' 1 Q yQ • '5510 IF 5910 SF / /�01 �O cb 6672 IF 40 e�\ \ .° 23 ^ry0 yp • 5910 SF s 4 / !r! �\ • \ 19 5866 SF \01 Y69 L45 - 5p 5910 -- '3 O � / / ` `C, V �P U i\ .1 20 \ 5910 IF 0. 'O y3� (�\ P G52 / t>?S;\ 1 s 60 ¢ 2 3� �z 50.0' / / P�� / / / \ Q06 St9\�� 1 7 �O' 5856 IF ).0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' �, 1 y M 21X y3� / y �� 5170SF ¢ °' S817SF 16 21 25' B.L. / ten' �sr, ^^� 0 0 0 0 / / ��� 2S Q77, 4j\ IF 15p f 26 � / /� 1 >-0 21 22 23 24 25 r' 27 22X / / / K 5910 IF 5910 IF / 7X Q \ ^ 1 ^ \°°" `2 2 A \ ^' 50 IF 5750 IF 5750 IF 5750 Sf 5750 IF 5826 IF / / - 3.0' 50.0' 50.0' 50.0' 50.0' 51.6' 53.7' 53.7 O° 5315 SF^�3' 10 s 4 c? / -1 12 / / Q0\ 5322SF _ 5311 IF _ _ �J - - - - - 130,832 SF ° A \r' 13� �. �Q- 3.00 AC / alas IF 112.0 / 0 AY - � -- / A�° 1 ° 6X - - -� CITY OF ANNA ETJ ° }_ ANNA CITY LIMITS N88° 18' 49.09"E 793.96' / 0"E 1757.F- Tract 1 CADG Hurricane Creek, LLC Inst.# 201505290000631020 IO.P.R.C.C.T. 60.0' 60.0' 60.0' 83.8' 50.31� sr0 O 78a4 IF 7827 SF 9297 IF M CO 10313 IF N 11 7941 IF 4 10 N 9 25' B.L. N 8 M. ^ 7 M 60.0' 60.0' 60.0' 60.1, ^ - - S9. ,, *4 O 35 ^• a710 sF 9X 34 ^ 4701 IF S 2, 8X 95.0' (TYP) ^ 3j6 25' 25' 25' 25' 5315 5� 61 5; o D 2850 s o 35' 25' 22so z25o z25o z25o 25' 31 4 0' ,� 32 ^.31 1 36 M a IF IF SF SF f V ¢O.O, 2p, B ^ O 1 2.7 z37s - 3 50 IF 14 13 12 11 10 8 C. `r' 37 `�12?2701 �� U 4p•0' '� 30 NP (\I sF N 15 z25o o \V `W� \ \ 4p 0' 42. 8679 IF �� COI it N 38 2SF5 N O IF B 20' B.L. IF �� �/ ^ , \ 4 89 8636 IF o I 35' 25' 25' 25' 25' 25' 25' 3 2375 _ (p 6649 IF \/ .°.O 29 N 39 IF N FAW_NWOOD DRIV ��Q" CO 1 Q O C, o 40 2375 04 - D tlrn� v 955, S co 120.1' N sF N g0' TYP (50' R.O.W.) = 109.7' (O 4978 IF ( ) �V /, . OJ _ / 8074 SF M O I N 2SF5 41 J N 30 25' 25' 2 O ,�(/� 4934 IF I - � O 28 O m (O � tO a6 11 ,n `* 125.0' �2375 O � J M 3151E M 700 IF 2250 20' B. J 9 I r Uj N IF 42 N N SF �O\� 111.0' c' m 124.0' J 5000 IF 2SFo 2 N ~ 21 20 19 1 4460 SF 5000 SF ! 1 O 27 O I o 432850 O N ��••O�v \ os o 1 10 0 a 125.0' M IF M J 2250 �0 30' 25' zsF zz t.J / 110.0' v 125.0' O m 5000 IF ,RS ^ N 3 IF N 4400 IF 4400 IF 5000 SF U O 0 26 O 16 7 Q 0 7 0 l l 0 13 0 �- N 125.0' v 110.0' 110.0' 125.0' _ 0 5000 IF o 4400 IF 1 y ^ 5000 IF > 1 0 25 O 4400 IF O �!! �0� 6 01 10 14 CD O 125.0' v 110.0' O�/ L _m 110.0' 125.0' m �/'� 0 5000 IF b 4400 IF 01-1 O 4400 IF 5000 IF O V / 24 V O N rl Ir N /A 125.0' 00 15 N I v 110.0' L 110.0' 125.0' Lu 5000 IF M I O 4400 SF 4400 IF 5000 SF Z 23 O 04+ 10 4 J z 0 4 01 10 16 00 � o 125.0' a LLJ fl 110.0' m J 110.0' °' "' 125.0' w J LO ��O J 4720 SF Q s 5461 IF O 4400 IF M �0-Izr 3 N 1Q 1 0 3 0� l0 17 cO J O 22 C 5 zzso cj sF N 30' 25 zzso 6 0 25' 25' 1225( SF N O IF 8 9 10 11 2701 SF OM 700 SF 2250 z25o IF IF 2C 90' (TYP) 30' 25' 25' 25 HOLLY PARK LA F7. ---�(50' R.O.W�.)� nl c.I n I I In71 on- I I,,. 17 - 17i n 0 100, 200' SCALE: 1" = 100, LEGEND PROPERTY LINE PHASE BOUNDARY LINE 100YR FP 100' YR FLOODPLAIN BOUNDARY 5' PRIVATE WALL MAINENANCE EASEMENT ® PROPOSED LOCATION OF MAIL KIOSKS EXISTING ELECTRICAL TOWERS NOTES: 1. NO LOTS WILL BE SERVED BY A SEPTIC SYSTEM. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WIHTIN THE 100 YEAR FLOODPLAIN PER FIRM PANEL # 48085C0155J, DATED J U N E 2, 2009. 3. ALL CORNER CLIPS TO BE 10'x10', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD AND COUNTY ROAD 506 WHERE THEY WILL BE 25'x25'. 4. ALL CURB RADII AT INTERSECTIONS TO BE 25', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD WHERE THEY WILL BE 50'. 5. ALL REAR YARD BUILDING LINE SETBACKS ARE 10' UNLESS OTHERWISE NOTED. 6. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALLS ARE LOCATED. RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. ALL REQUIRED SCREENING WALLS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. I / KEY MAP N.T.S. Q z 2 LIJ 1 O z Y LLI LU U W z U LL O W J \J_ S ^ 77 4589 SF �° z 1 p q 4726 SF O �C/ K/ -0, ' O �s8s SF D°3 �L j �G a7sz sF �O� �v� Q' Q� �, % ? 19 `V 19X ��� 7Q 76� 4688 SF�� \ 6' 4721 SF 20 '�, ���: ��Qr �' ��� ��8� J�jQ 6602SF �Q� � ����� J� �" 8236 9F 16 3X }`'�C���Jw gQ' 6288 SF �iv / 21 O \ O V` O / 12 / p / ji 9 2S ^� 5436 SF --"16 AO 5966 SF O 4533 SF 7 1$ 0' /�h0 Cj6 ,QS \�•,, 6243 F ^O 23 O 5567 SF t / 533 SF 70' / O 24 >F o°' ^ jj 17 /�o ^� g8' 6 5 0.2� S,� /4533 SF ,0' O / ` V G \ J\J^' <29 7 \ O Ci 16 28 v 45 J 515 0° 770 / N 29 /4533 SF Q' / O O 1 ^/ 7 4508 SF /y 7 / 4533 SF Q' O ^/ 4508 SF '\ 27ry �° �!_O / , JQ / O !V� 4559 IF �O / /1;14533 SF JJJQ /O _ l/v, �O/ j 350 QF �° �S2' ^ 26 48814\SF O ^ryO / JJ 12 °° 32 Q' �� �9S 2 �� �0' ^ 25 / '; / 4533 SF 70, ^ / JJ 4510 SF 91 O �Q•e\ QQ 01 JJ 11 \ 33 �' ° \0' �d �TJ-o/ 95.5, 4533 SF JQ' /�° / 77, ry IQ) `34� 4737 SF \oQ / 2700�F0 / 31X 2250 S / 77 0 / \Oy 2 \ p © ^� zzso s C10 8.46 AC / / 1 \ > 356 5073 SF 29 1° 3 F / 0 /4533 SF 0 O' 1� 2 ^ 36,E / 2 cyh 479 7 9 ^ T \ \ �5�. ` C/ 0. 0' 4 �S' M' 2250 S F / O /�? Q, o o/ �3sg\ R O iQc ? o' ^' / 27 �`, 31 X / 4533 SF /O' Si g ° / / , 40 \ \ �J s� ti 26 00, \ P�IgSF 77 h 7622 SF �O 2250 SF �O 2S, 617 ` 3 4X / �/ 1'Q' /o / / �ti/ 25 PNq 1 4504 SF 73 �. 117,117 SF 7 41 34, / yj sr �p z7oo sF O / ti 17 -1 00 2S' 2 / 2.69 AC s? 4440 SF 77 ? 0' �O �ti / 73 5440 SF O O 5243 \ �� / / ry� 2400 SF / \ 30, 1 8 19Qjo` , v � ' 2g • 3 L20 / 42 Q'S' /�O' h SF "7 23 M° / 3iS' 2S' 2318 SF 200 Off' ^ 1' 30, O 77%0' /O ^ 5302 SF ^'39 ro \Q, / 2250 SF 2250 SF O 2 ^ 00 O 25, \ S 2396 SF 21 ^ ^' O 25' aa8z SF 45.7' �O �O 22 `� 16� ^ rn zzso 25, 4X 12 ^ z25o 2505SF 2 ^ SF 25' 6,4' �O' 4 4882 SF `` 2250 SF V 3150 SF 15 SF 2646 SF 04 SF 24 2,rj 5 444o sF 43 0 38 / S� Q Q�' h zzso zzso J 30, 71 /, \0' ^O p ,'T p 21 o ry 3S, SF 14 SF zzso �S' �� z7oo sF 25 26 O ?Q, O O/ 5069 SF ^ z25o SF 2250 N ' �O' 72 /� Q00, 371( j0` '20 �� 2s, 20, 13 SF z25o 30' 3p, 25' z25o 27 .Zp SF 2700 SF Q 4 4a4o sF \ / Q �� S 2S, 6� 12 sF 2 sF zSF z250vv 29 30 ((y�.am� z25o SF / ��/771.0, /o / 4749 SF `10 , lte ?o,e \T 0, `p 0 -� " J 19 ry� J6 � 1/ V 2 , J 11 S' 3 sF `- /b0 716 p� 0' �• �. / � tih ^� S 2 , hM o 'O' 3232�F 62S' zs77 25, 30, rn / h / 17 •1 �O '1 18 so sF Z v 3S' S ryyo 0 9 nj o 8 sF zszz zass 4440 SF �`• 0 40 O // 2v^, 7 SF X 71. O 6152 SF / ^"� 46 cb 0' 3X O 2700 SF 4j O 2S, (60, O/� i 2672 O 6 SF 2411 2 ---- /h ^`1^ 47 ^ 4723 SF / p 17 �° 13 zzso 2S, O 3 sF ^ o o 4 3 h 5249 SF 4510 SF O• (wj / 3150 SF SF 0' ^ O O) 40 2SF 2754 SF 26 ° 44. 48 co/ h 16 '\3S' 14 2S, 2S �% �v� 30' 25' 0) h M 1vo i M h ' 1"/ 2' 41. 6 � `L 15 25' rn °' /C 4 �y^ 15 M° /� �S' zzso 20' �S• ® 25 25' rn V 64 JS `T \ `/' 2250 SF 2250 SF ij5., SF 16 6 2 L, 28.7 25' 25' nj o C 14 �G/ °. zzso 17 <. S• 9 30' (V p b° / AQ ..00 2250 SF O 1 2 2S' SF 2SF0 1 8 2SF0 30' L 15 M 7361 SF V• J' �� z25o 3 �/ �. � c � � 13 ry Q" 3150 SF 11 SF zzso 19 z710 sF 0' 25, 53 ^ 5329 SF '6, v 2250 SF �� �1 3S, 2250 S 1 0 2SF0 SF 2S 20 _ 25' 30' © ^� 52 \d'. / / ' zzso SF 1 S 9 zzso zzso 0' 1 21 o zzso 2SFo 4I 2 SF Q In O SF ° sz h `L / O j 1 2S, 8 sF z7ss sF 22 23 M go,- L1J S\ p o /` R < S' 253 S 24 14 0 .S' ^�51 0 10 ti� �/ Jy �/ 2S, 2Q, 7 3 3o' 25' zs78sF M Ur ,^�o 46.6' p zzso SF / O� p' \ �k[ 2 6 6 Q' 25' 30' N 2250 SF Q yQ\2pe 5179SF A\`� 9 `1� O /� �'S `/Q/C / �. zzso 5 O x� P 13 un Q'� ^ 50 ,� �1 2700 SF l,Q 2 1 A �( 2S' SF 271111 N 4Q\ 4467 SF ^. / ` p �O ^ v/� 80 3150 SF 5' /� 1� / �ii• 1 5X 25' 25' N H 12 49 (Zj' h 82700 SF 7 z25o SF 2 S/2 N, O�.C� `` S J?Q, p� 4 2SF8 30' J 2250 SF Q `. 4885 SF ^cL gX ti 7 MO 3S 8 0'e S 2 \ • 0 �\ �,C� za21 3 2 1 N - 11 Z \ \ / 744,092 SF 2250 SF z25o SF 9 . S' •J �j" 69 SF 2358 O CIO LO z25o SF /S .0' 17.02 AC 6 h :v R° 2S' zzso 10 2S' 9' sF z81a N N 10 <I L� / 9�' / SF 2 \ 3o' 2 SF 2250 SF zzso sF v / . J zzso S' S' \ 5 0 SF 11 G /' . 25' 30' N zzso SF 7579 SF 6 zzso 12 zso sF 30', L8 9 U) w \.0, �9 z25o SF � SF 2584 SF Q —J 225o 13 ^ L13 Gl N zz50SF 0 Z (0 6175 SF \ \Q6+ \ A/y 2250 SF F ry V 4200 SF % SF 14 Q' �� 9p' $ N U L 0' '9 27^� \ " SF 6 ° -3 M 2803 SF 26 `b <01e \69 /yqs 2 ti 2 9Q, ry 3soo SF �p 30' CO 0 25, 1017 M 2 ^� 25 ^ •<• O 2258 SF ry (O 3500 3500 SF 5 "1 25' Q x 7 `+0 9? �n C) SF `� `o), z377 20'g. 3p� 3 / 'e\ 53660 SF ^00 24 O \ 95, v^, 2932�SF -ry JS(Q 4 1 2X p' 1 SF M 5595 SF 4j� ` M M Q' r N O) 2 3 01 4 O M 6X '�' Cl) �7� 7Q 3 G Q 30' 25, z37s z37s 5 6 rn 13X cc ?6 0p ��� / 12 T Q9, 2 2988 Go 25F SF 2SF1 2723 Q' /�, ^ \� '� M 8Q 1 SF 43 rr 25 25' SF O �2 ^R,°ti� �O /•v 1, / v^^ / 0' 2808 W U 30' _— J ��/ \ % SF O 6^ 11.0' 0��� p� / (80 S �' Q \ �, � � � 4 0' � R O' w) O� cs0— \ _ 1 sF �52.6 11.0' �O 4710 SF 4p 0' \ - 5575 SF ^ 4710 SF 40.o' ` — °j 02��O 4710SF 4p0'C ^35 12, X_cb C. 89X 3�i" 4701 SF .11 \'9' O / 33 ^ 5315 SF 61.5' 40 0' ^ 32 t .31 % 4 20, ` - Qj Cq U \ 0 40 0' 4 30 / E7�� 424 3-0, of 4��C/ 164 298636SF co 6649 SF � Q 10 ( of / / e 9s S, Os co 120.1' 109., 8074 SF V M O 4978 SF 28 O 61 O O J� V Z 4934 SF � 9 I 11 `r 125.0' 6X 111.0' M co 124.0' w 5000 SF v 4460 SF O C)5000 SF O U OV I O 125 0' I W O 8 OI IO 12 O ... .. C ` i 110.0' 125.0' v J 5000 SF / 285( 4400 SF 4400 SF 5000 SF v/ O -026 CDI M 44 SF O C) 70 7 o I o0 13 0 �- N 125.0' 371, 110.0' LO 110.0' 125.0' z O 5000 SF O N 45 2SF N / I 4400 SF I O § I O J 440�SF O I I O� 500014 b I O O I'T 125.0' I N 46 237 �, lJ `>j V SF N J 5000 SF / 110.0' O p L� m 110.0' 125.0' m— �" 0 4 '0 47 23F N 4400 SF p 4400 SF 5000 SF p - _� CD 24 7 I N / N N o 125.0' 2371 N ' 5 m 0 o 5 o I I o 15 0 (n soon SF `r' 95 48 SF `0 110.0' �n 110.0' 125.0' L J N N M I 4400 SF 5000 SF z 23 O I 93.8' 0 4400 SF o rn 6 o 49 0 l Io16 6 W I1 110.04 . m z 110.0' "' I I °' 125.0' w 125.0' M 90.9, N LO 4400 SFJ 4400 SF 4720 SF Q S 5461 SF O, M 0 3 I Q I o0 3 oI Io 17 cO J_ 22 �I 110.0' LL 110.0' 104.5' a 9 CV 4400 SF 4400 SF 4055 SF 104.4' CD 1570 SF � - I 110.0' 2 I I 18 I I� 4055 S1F I 5x o 0 110.0' 103.9' 5185 SF 4568 SF 5131 SF s j ItiO 1 1 mI ISO 19 0 �� 502420 . ��I jj � 110.0' 110.0' 150.2' 3 ANNA CITY LIMITS N89° 04' 41.92"E 1154.08' Tract 2 CADG Hurricane Creek, LLC Inst.# 201505290000631020 O.P.R.C.C.T, U Q N 35' 25' 225o z25o 5250 z 25' 30' SF SF Szzo F SF 50 SF 14 13 1 12 11 10 15 zzso B 1229so SF z7oo s SF 20' B.L. 25' 25' 25' 25' 25' 25' 30' 32^ FAW_NWOOD DRIVE 90' (TYP) (50' R.O.W.) L3 in 30' 25' 25' 25' 25' 30' 3151 IF M d 2250 i SF 2 �N ~ O J 2250 ,O 3 SF N 700 SF z25o 20' B.L. 2250 21 SF SF 2700 20 19 18 17 16 zzso 22s0 30' 25' sF sF 25' 30' 90' (TYP) 30' 1 25' 1 25' 1 25' 1 25' 1 25' 1 25 HOLLY PARK LANE_ (50' R.O.W.) L5 21 5' 125' 130'1 30' 125' 25' 25' 125' 125' 12 1p1.1 \ 1 s 7 M O e— go A' J 2276 6 - �\ Op sF tP g0. n W z25o N _ --I5 SF M N m 2250 00 01 4 SF N N 2250 �1 B 3 sF N N 2250 2 g0, N Z I P J N SF U 2726 1 SF M DR_IF_T_WOO_ LA E L4 (50' R.O. ) Io BFB ANA 40 ACRES, LLC INST.# 20190412000390800 0. P. R. C. C. T — C81 TO BE DEDICATED \ \ AS RIGHT OF WAY ONE ANNA TWO, L TD. INST # 20070207000151600 0. P. R. C. C. T. BFB ANA 40 ACRES, LLC INST # 20190472000390800 0. P. R. C. C. T. N 0 100, 200' SCALE: 1" = 100' LEGEND PROPERTY LINE PHASE BOUNDARY LINE 100YR FP 100' YR FLOODPLAIN BOUNDARY 5' PRIVATE WALL MAINENANCE EASEMENT ® PROPOSED LOCATION OF MAIL KIOSKS EXISTING ELECTRICAL TOWERS NOTES: 1. NO LOTS WILL BE SERVED BY A SEPTIC SYSTEM. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WIHTIN THE 100 YEAR FLOODPLAIN PER FIRM PANEL # 48085C0155J, DATED J U N E 2, 2009. 3. ALL CORNER CLIPS TO BE 10'x10', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD AND COUNTY ROAD 506 WHERE THEY WILL BE 25'x25'. 4. ALL CURB RADII AT INTERSECTIONS TO BE 25', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD WHERE THEY WILL BE 50'. 5. ALL REAR YARD BUILDING LINE SETBACKS ARE 10' UNLESS OTHERWISE NOTED. 6. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALLS ARE LOCATED. RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. ALL REQUIRED SCREENING WALLS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. / i i''p �III�I011 IIIIID��� �� I�Illlll��li I :1�•� � � � � �1 111111111 11111111//'�� KEY MAP L____ N.T.S. H Q ry Q Z_ 2 J Nut ry O Z Y LLI Lu U Lu Z U_ ry LL O ' Vl 'LU v J \J_ 6 a N� Cl) 12R I / 22R f f / I f / 21R I f / — 20R f f f 0 / 19R f 18R S88- 55' 42.44"W 491.23' �---,, / f 77 3X 744,092 SF 171.4' / f / f 17.02 AC/ 3.8' 50.3'� of CO_ 9507 I EX. 50' CROSSTEX NORTH FQQ 2X h �' 2Xo 8 \ •b I 2X TEXAS PIPELINE EASEMENT 7SF '� rn INST. NO. 20061108001599970 10313SF 0 �?' <�,� 1,40.076SF / AC 3X M t9p\ j17 57635E j b. 12 7 Cp , \ /� 2 v0' �O �"�/�j �`� 8456 SF6 r ^M 9038 SF 4jN .7 5763 SF / 1O. 7 S 6 3 0' 6 G/� ` 9 >' ^�� 5714 SF` ��` V / O 6093 SF 1 S' / / I? f / Cl? S9� s4ss do 5� Q`,w � �'p 6 L6�38.1' 1 9\61 /4 o o C) �'L�' 5 5�j / 6 40 5 •�' �O' / `O !s 5885 SF°' f 6201 SF ` p O, O / O 13 14 93) 7 CO oti' 4 hoj �� G�°% J P \ / J 7784 SF 7144 SF O f �. 7s 5885 SF `P Oti 12'O, ^`V15 5885 SF .p, O I !� \�(\�(�•� �j 4439 SF ly f 8448 SF 0 �tL• 3 / �\ CJ\ ' / / �j ) 1 1 •o, p,'3 J ' 4 3 5218 SF O• 25 / 2. SO°' \ \ A 1 ,'sp, °o / , P ,� / / 10 0 444o SF O Sts © �'`o �S / �`•L O 2 /� / 5�/ �2% ��< 4a62 SF C 5885 SF /l�✓i' 9 0, tip 55 0 9F ^^°0 00 SF 6538 SF 1,S°� $>p 458V 27 tip \70 / • ,�V ��j ,1j 4589 SF ���Q� op O- gip, �47 / _AP�� >, 7 5500 SF \ r' L. ) 4589 SF ' 28 So \ boo P�'7 6 'O, /� / /121• �C/ Q p' Q%• 4589 SF f S / 3 \qO ��° ssoo SF j �0% L° 5 O, / CSC/ 0O 29 Spp O` 9084 SF / n� '�j 4589 SF / /poi 16 ^�(/� O D`L' 0, \°O .`30 s000 \ / /� /©'��ss sF /Doi/ D L/�c� �� 17 ��J `0� �� 31 X 4589 SF � 4726 SF 0'`"O - ?p, 589 SF �1�/ / 196' 4792 SF 11 1h� 7p 1 47SF 9X G�� / / '6' 4688 SF /� / \ S 21 � / 20 V, 80, 7 7J 6602 SF ��C/�0O��� Urban Crossing Block A Inst.# 2013-568 O.P.R.C.C.T. 13R I I I I I I 14R I I I � I � I I I I I 15R 16R 17R SRC' 5 2°W 933.16' ANNA CITY LIMITS MATCHLINE SHEET 3- - cITY9�,raAtl 9 O m N ce) I �Z I I CO I U I i I I s �/� CD 7 Q/ � 8236 SF 3X ��//' `0 v 4; �.0' ��` /� /O 6�8 SF � �i�/ // 21 (6 O \6� Ov f 1 2 / �I p �^ j 77 �S ^O 5436 SF \gs ^O 0 Sheikh Alam Vol. 4335, Pg. 955 0,P.R.C.C.T. — - - - - - - - - - - MATCHLINE SHEET 4 f / 7 5966 SF O 4533 SF 0' /O / �tj� 'e 22 °•23 \ 1� 7s0�O/ / ^ 7718 /(� Q76' 6243 SF ^�J (S 5567 SF / 11 / / 533 SF ,p' / n° 24 5885 SF 6 / 7 17 A8' 50• O 7S0' y°O/ 7� 4533 SF 01 C) 10 1 16 i885 SF^/ �� 28 \Ln h / 4533 SF � 5 77p / N� f N 777 Q 29'0 0 /4533 SF p' / O O `�^� J 4508 SF 1J\� f 70 1 777 4/_�`1O O �' 30 ° p° ^o^ 6' 7�, cfl /4533 SF °' �O V �'• 7 4508 SF 27 `\ 45., `~,[ �° l,� / . 7p O ry� 4559 SF f ' 7q / / Ln �O C / �` /4533 SF7'7 o' /� _ l��j� ��/ 77 �50 �F �° \S\ ^ 26 4884\ F A,(,�� O ^moo /;� 7712 °o 32 0' �o° S'9 2o'el q p ^ 25^�' Z o / 4533 SF °' o6 �7� �4-, / 770 aslo SF 0 2pU e� gp p 9 J �� 11 //��\ 33 �' �. \o' o Yp 9 5. 5 , �/453310'°, ° / /y 7\\ �'° ^� 34 O 4737SF Epp, f �2700SF % 31X 1 70 / h h• \ 30 \ / 1 \ 0 j 2^`ti 356 5073 SF 225029 �° 368,312 SF 7� 0' /O /,Q ^ z250 S GAO 8.46 AC / b• 4533 SF /moo• 1 \ 36,E f 'Z 4� 479 9 n' z Cj�Q >p.0' 4, � k ^�� 22so S F 9 / o .p, o ° \3S \\ 1 < 27 31 X ^/ 4533 SF /O• / O � 77, p /v 7622 SF \ �O 650 SF -�0 2S, C'%� PH ASE 3 4X I O 4504 SF 0 / / �ry / 73 �C` (\ / 25 �� / nj� ^ °^�` 2S. ASF 117,117 SF 7 41 34, /� A �p 2700 SF O � ti 17 ti" �ry 2S. 2 2 2.69 AC 00 71I p, 00 N / 5440 SF 5243 \t9 / f h 22700 SF / \ 30, 1 8 1 g�'� ^ tb 26 3 4440 SF �,. �`/ 73� /O' O SF Q / O / 3S' 2S' 2318 SF O �• ^ ,, -,.. 42 S' a �,`�' gip, f 2`23250 SF 1 20 ^° °0' 30 25' rn J O 76 /6 ^ 5302 SF ^ 39 �, \ O 4Q 22so SF 1 G 06 2 O % l: ti 2396 S 21 2,�J' 0' O �' 4482 sF 45 7' <(/ lv 22 ^ rn 22so 25, 4X I \ O' 7 L cj ^ ry zzso zsos s 22 ^ sF 25, d b• 26 , /O• ^ � 22so SF V 3150 SF 15 SF 04 SF 5 aaao SF 43 4 O 38 a88z SF Q �. zs4s sF93 24 J S' 3p 0` A QJ h 2250 2250 l 71 / \p, .°• � p /< O 21 o ry 'S' sF 14 sF zzso �S' 1�� 1700sF 25 26 22so I� / O 7�4441 O O s069 SF 22so SF / / 2 ^4 37 �,° O �� 'r 20 �' 7 / 2S, 2p 13 SF 22so S 30' 30' 25, 2256 27 28 9 30 SF a BFB A NA 40 ACRES, L L C / /o 27 o p. ^ !� R SF / 44 .g \ / �` 22so SF S 2S,/e� I1 2 SF 2 SF 25F0 2250 29 30 /\ Q AZ 771• p, /O / 4749 SF gp ° e ° e \Op' Q -Y 1 9 �� 6 Y 2S' 11 3 30 2 sF 25, o 716 0' °' �. �• ti ^w �C`/Q 2 0�10 0 323zSF 63s' 2577 3p, INST # 20990472000J90800 l IVI J h / 7' 18 �1 v 3S. \" 1� S ryh o 0 8 sF zszz /� C. /� �'•J 3 aaao SF 45 t• • p, Qp p 2250 SF /c 2S, `� O gam' 7 sF 2466 x 0. i . R. li. C. T. O 71, p, O \ 6152 SF / ^^� 46 tb •O' 3X 2700 SF 4� O 2S, I tJOi �OI I/ 2S, SF d' <V 5 SF 25' /Q 1' 2672 O j� 6 SF 2411 /J/ 4440 SF b. l ^ f , \ /o \ ° ^'47 17 y °° 13 0 4 z3s 30' \/�h 5249 SF ^ 4510 SF °• 4723 SF �O O 3150 SF SF S' • O 3p, �� O d' 3 ^' n O O O 2SF 2754 SF 17,2 0 26 Q — 2S : 48 / 16 ' (3 , 14 �S' �J ' V 3 rn r� M 1. p' / o R 4 \ co h z7�01F \S 2S, F 0' 28' rn Ui M u0 aaao sF po 4.2' 41. 4 6 ti o 2, 15 ® 25' 25' 25, rn rn rn 17,1 �644' 7S v[/ Q� ^� 22so sF 15so SF / p 3S S 2SF zzso ?p 6�25 2S, Cg 28.7 25' 25' 30' p" 17 0 \ 4p �O / zzso SF 14 cL �� �° 12 2S SF 2SFo 18 2SFo 3°' L 15 7361 SF V• 1' ���� 13 �� 31505E 1 1 2SF0 22so 3p, 19 2710 SF 25' 53 ^ 5329 SF 5 / 7 .6, zzso 1 �� �/ 3S 2250S 1 O zs6o SF 2S 20 25' 3p, - LL 111 © ^� 52 \'d', / f ' zzso s�F1 � 2S, 9 2SFo zzso t?0' rn 21 °� 2SFo zSFO sr h `1 / 0 \ 2S, 8 sF 2 z7ss s 22 23 cogo, LLJ h� o ti 4 7 S 253 S 24 14 0 O S' ^�51 \9' 0 10 tih �^ A �� 2S. 2p, 7 3 30' 25' rn zs7ssF ^ 46.6' p 22so sF / V 0' \ ' 6 6 p' 25, 2250sF Q o Qp�2peC 5179 SF O. 2S'B.L. / 9 (Lh O 3is' ��� 2S /25�. 2SFo 5 O c7 50 2700 SF A 2700 SF d' ^ / O o �`j�► �O 3150 SF 2S' 1 • `^. �ii' 15X 30' 25' ^� —' N H O 4467 SF ^^4n RJ• i h v2700 SF 00 / 7 22so SF ?S/' �O�R V n 3p' d .. 258 30' / I I 1 50 SF 7 1 N 0 100, 200' SCALE: 1" = 100' LEGEND PROPERTY LINE PHASE BOUNDARY LINE 100YR FP 100' YR FLOODPLAIN BOUNDARY 5' PRIVATE WALL MAINENANCE EASEMENT ® PROPOSED LOCATION OF MAIL KIOSKS EXISTING ELECTRICAL TOWERS NOTES: 1. NO LOTS WILL BE SERVED BY A SEPTIC SYSTEM. 2. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WIHTIN THE 100 YEAR FLOODPLAIN PER FIRM PANEL # 48085C0155J, DATED J U N E 2, 2009. 3. ALL CORNER CLIPS TO BE 10'x10', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD AND COUNTY ROAD 506 WHERE THEY WILL BE 25'x25'. 4. ALL CURB RADII AT INTERSECTIONS TO BE 25', EXCEPT ALONG PRAIRIE RIDGE BOULEVARD WHERE THEY WILL BE 50'. 5. ALL REAR YARD BUILDING LINE SETBACKS ARE 10' UNLESS OTHERWISE NOTED. 6. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALLS ARE LOCATED. RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. ALL REQUIRED SCREENING WALLS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ��♦ �IIIIIIp�� INIIIIIIII':1� llllliili .P•� � �1 111111111 1111111/ KEY MAP N.T.S. H Q Z C G Lu O Z Y L.IJ W U Lu Z U 2 LL O Lu J \J_ a N CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING Cl 0110 46' 42" 200.00' 20.63' 41.11' 41.04' S07° 51' 25"E C2 076' 57' 26" 50.00' 39.74' 67.16' 62.22' S52° 13' 29"E C3 090' 13' 06" 50.00' 50.19' 78.73' 70.85' S45° 48' 45"E C4 029' 03' 08" 350.00' 90.69' 177.47' 175.57' S13° 49' 22"W C5 071 ° 50' 55" 50.00' 36.23' 62.70' 58.67' S36° 37' 39"E C6 032' 59' 01 " 500.00' 148.03' 287.84' 283.88' N 15' 47' 19" E C7 090' 00' 00" 50.00' 50.00' 78.54' 70.71' N55° 39' 14"E C8 021 ° 37' 35" 200.00' 38.20' 75.49' 75.04' S68° 31' 59"E C9 021 ° 37' 35" 200.00' 38.20' 75.49' 75.04' S68° 31' 59"E C10 090' 00' 00" 50.00' 50.00' 78.54' 70.71' N77° 16' 49"E C11 016' 33' 42" 500.00' 72.77' 144.53' 144.03' S660 00' 02"E C12 088' 06' 13" 50.00' 48.37' 76.88' 69.53' N01 ° 05' 51 "W C13 018' 11' 22" 1461.00' 233.88' 463.82' 461.87' N33° 51' 35"E C14 033' 26' 11" 1589.00' 477.27' 927.30' 914.19' N41° 28' 59"E C15 007' 30' 55" 400.00' 26.27' 52.47' 52.43' S61 ° 28' 39"E C16 0110 41' 22" 500.00' 51.18' 102.01' 101.83' S51 ° 52' 30"E C17 0440 35' 27" 200.00' 82.01' 155.65' 151.75' S680 19' 32"E C18 0900 00' 00" 50.00' 50.00' 78.54' 70.71' S440 22' 45"W C19 0630 10' 33" 760.00' 467.33' 837.99' 796.18' S320 12' 32"E C20 0090 55' 04" 2015.00' 174.83' 348.79' 348.36' N480 55' 43"E C21 0100 19' 41" 2015.00' 182.11' 363.22' 362.73' N290 55' 44"E C22 0600 31' 32" 500.00' 291.74' 528.18' 503.97' S300 53' 01 "E C23 0050 49' 56" 500.00' 25.47' 50.90' 50.87' N690 56' 29"E C24 0350 15' 13" 700.00' 222.41' 430.70' 423.94' N71 ° 27' 52"E C25 0030 08' 34" 2000.00' 54.86' 109.70' 109.69' S89° 20' 14"E C26 0910 26' 22" 200.00' 205.09' 319.18' 286.37' N260 40' 25"E C27 0890 38' 35" 50.00' 49.69' 78.23' 70.49' S62° 47' 06"E C28 0050 07' 19" 1175.00' 52.56' 105.04' 105.01' S20° 31' 29"E C29 0130 00' 12" 1175.00' 133.91' 266.67' 266.09' S29° 35' 14"E C30 0120 44' 22" 1175.00' 131.17' 261.26' 260.72' S42° 27' 31 "E LINE TABLE LINE LENGTH BEARING L1 263.90' S01 ° 58' 04"E L2 43.42' S130 44' 46"E L3 299.61' N890 17' 48"E L4 165.00' N88° 01' 56"E L5 316.22' N890 04' 42"E L6 370.69' S00° 42' 12"E L7 82.41' S280 20' 56"W L8 291.43' S00° 42' 11 "E L9 237.51' S72° 33' 07"E L10 318.26' N00° 42' 12"W L11 76.28' N32° 16' 49"E L12 184.32' N10' 39' 14"E L13 77.07' S79° 20' 46"E L14 264.81' S57° 43' 11"E L15 259.04' S79° 20' 46"E L16 209.17' S57° 43' 11"E L17 25.00' N570 43' 11"W L18 706.19' N32° 16' 49"E L19 14.70' S57° 43' 11"E L20 259.56' S740 16' 53"E L21 169.02' N57° 43' 11"W L22 160.97' N450 08' 58"W L23 220.34' N24° 45' 54"E L24 114.60' N58° 12' 04"E L25 25.00' S31 ° 47' 56"E L26 83.25' S65° 14' 06"E L27 67.49' S57° 43' 11 "E L28 231.08' S56° 51' 47"E L29 126.53' S57° 43' 11 "E L30 516.45' S46° 01' 49"E LINE TABLE LINE LENGTH BEARING L31 581.03' N890 22' 45"E L32 77.62' S00° 37' 15"E L33 25.00' N36° 06' 45"W L34 25.00' N540 54' 25"W L35 311.60' N240 45' 54"E L36 120.63' S00° 37' 15"E L37 15.77' S61 ° 08' 47"E L38 106.37' N72° 51' 27"E L39 27.59' N670 01' 31 "E L40 380.89' N530 50' 16"E L41 163.50' N89° 05' 29"E L42 548.20' S87° 45' 57"E L43 24.80' N720 23' 36"E L44 90.91' S540 25' 10"E L45 1029.17' N890 05' 29"E L46 151.23' S21 ° 08' 00"W L47 69.88' S200 12' 51 "E L48 186.94' N21 ° 41' 31 "E L49 25.00' S78° 48' 10"E L50 53.28' N11° 11' 50"E L51 224.19' N020 14' 03"E L52 50.99' S120 34' 33"E L53 297.99' N01 ° 44' 03"E L54 270.00' S00° 54' 31 "E L55 65.85' N41 ° 04' 51 "E L56 801.15' N890 05' 29"E L57 58.11' S680 52' 00"E L58 270.00' N00° 54' 31 "W L59 575.88' S12° 15' 52"E L60 82.14' N660 54' 52"E CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING C31 0050 03' 22" 1423.79' 62.86' 125.64' 125.60' S51 ° 53' 32"E C32 091 ° 41' 12" 50.00' 51.49' 80.01' 71.74' N08° 02' 24"W C33 051 ° 17' 17" 1035.00' 496.87' 926.47' 895.85' N63° 26' 51 "E C34 093' 04' 40" 50.00' 52.76' 81.23' 72.58' S44° 22' 11 "E C35 018' 57' 51 " 400.00' 66.81' 132.40' 131.79' S 11' 39' 04"W C36 041 ° 20' 51 " 785.00' 296.22' 566.50' 554.28' S00° 27' 34"W C37 041 ° 54' 22" 400.00' 153.17' 292.56' 286.08' S00° 44' 20"W C38 008' 57' 47" 300.00' 23.51' 46.93' 46.88' N06° 42' 56"E C39 072' 54' 02" 400.00' 295.45' 508.94' 475.30' S230 52' 28"W C40 002' 12' 27" 1000.00' 19.27' 38.53' 38.53' S11 0 28' 20"E C41 048' 00' 38" 825.00' 367.40' 691.30' 671.25' N65° 05' 10"E C42 022' 02' 31" 300.00' 58.43' 115.41' 114.70' S790 53' 15"E C43 010' 12' 13" 400.00' 35.71' 71.23' 71.14' N61 ° 48' 45"E C44 0230 00' 32" 400.00' 81.41' 160.63' 159.56' N680 12' 55"E C45 0120 00' 51" 700.00' 73.66' 146.78' 146.51' N850 43' 37"E C46 0200 10' 45" 500.00' 88.97' 176.10' 175.19' N820 08' 40"E C47 0090 03' 17" 850.00' 67.30' 134.33' 134.19' N760 34' 56"E C48 0940 13' 05" 50.00' 53.82' 82.22' 73.26' N340 00' 02"E C49 0340 14' 31" 410.00' 126.30' 245.03' 241.40' N040 00' 45"E C50 0220 02' 31 " 400.00' 77.90' 153.88' 152.93' N 100 06' 45"E C51 0240 54' 28" 1100.00' 242.94' 478.20' 474.44' S780 27' 17"E C52 0640 19' 35" 1250.00' 786.05' 1403.39' 1330.83' N560 55' 41 "E C53 0330 26' 11" 1800.00' 540.65' 1050.43' 1035.59' N410 28' 59"E C54 0300 32' 17" 1200.00' 327.59' 639.59' 632.04' N730 28' 13"E C55 0220 02' 31 " 700.00' 136.33' 269.29' 267.64' N 100 06' 45"E C56 0460 36' 00" 600.00' 258.40' 487.99' 474.65' N020 10' 00"W C57 0800 03' 04" 530.00' 445.13' 740.49' 681.72' N 140 33' 32"E C58 0220 45' 23" 500.00' 100.62' 198.59' 197.28' N430 12' 23"E C59 0430 08' 52" 500.00' 197.70' 376.54' 367.70' N530 24' 08"E C60 0840 35' 44" 50.00' 45.49' 73.82' 67.30' N320 40' 42"E LINE TABLE LINE LENGTH BEARING L61 61.19' N560 42' 39"E L62 134.82' N79° 43' 11 "E L63 525.82' S88° 15' 57"E L64 163.72' N720 03' 17E L65 412.07' N21 ° 08' 00"E L66 20.20' S00° 54' 31 "E L67 375.19' S700 08' 13"E L68 1632.23' N89° 05' 29"E L69 313.11' N240 45' 54"E L70 309.02' N580 12' 04"E L71 378.11' N88° 44' 21 "E L72 138.75' N00° 54' 31 "W L73 220.60' N21 ° 08' 00"E L74 190.50' N25° 28' 00"W L75 303.53' N540 35' 04"E L76 108.63' N31 ° 49' 42"E L77 17.23' N74° 58' 34"E L78 230.00' N00° 24' 36"E L79 33.09' S580 10' 18"E L80 211.15' S490 26' 18"E L81 32.35' S760 03' 48"E L82 128.92' S490 26' 18"E L83 461.56' S890 35' 24"E L84 520.00' S00° 24' 36"W L85 29.51' N630 47' 35"E L86 40.41' N35° 24' 56"W L87 255.39' N490 26' 18"W L88 69.03' N360 59' 47"E L89 100.19' N09° 37' 53"E L90 453.23' N400 33' 42"E LINE TABLE LINE LENGTH BEARING L91 720.85' S890 35' 24"E L92 567.28' S00° 43' 51 "E L93 100.37' S25° 46' 27"E L94 639.08' S00° 40' 12"E L95 112.41' S25° 18' 05"E L96 159.92' S65° 14' 06"E L97 346.89' S57° 43' 11 "E L98 588.88' N800 10' 03"E L99 246.07' S590 53' 09"E L100 28.26' S820 24' 02"E L101 352.15' N040 03' 22"W L102 512.37' N15° 43' 07"E L103 120.29' N140 23' 07"W L104 283.64' NO2° 01' 42"W CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING C61 0100 01' 45" 790.00' 69.32' 138.28' 138.11' N040 36' 17W C62 008' 44' 00" 500.00' 38.18' 76.21' 76.14' S53° 48' 18"E C63 026' 37' 30" 300.00' 70.99' 139.41' 138.16' S62° 45' 03"E C64 040' 09' 07" 250.00' 91.37' 175.20' 171.63' S69° 30' 51 "E C65 020' 14' 15" 500.00' 89.23' 176.60' 175.69' S09° 42' 32"E C66 096' 22' 46" 50.00' 55.90' 84.11' 74.54' S68° 01' 02"E C67 018' 57' 56" 500.00' 83.52' 165.51' 164.75' N73° 16' 33"E C68 014' 01' 22" 300.00' 36.90' 73.42' 73.24' N42° 25' 37"W C69 086' 26' 04" 50.00' 46.98' 75.43' 68.48' N06° 13' 15"W C70 023' 03' 35" 400.00' 81.60' 160.99' 159.90' N25° 27' 59"E C71 004' 18' 19" 400.00' 15.04' 30.06' 30.05' N 11' 47' 03"E C72 030' 55' 49" 300.00' 83.00' 161.95' 159.99' N25° 05' 48"E C73 049' 50' 53" 250.00' 116.17' 217.50' 210.71' N65° 29' 09"E C74 088' 51' 33" 50.00' 49.01' 77.54' 70.00' S450 09' 38"E C75 025' 02' 36" 350.00' 77.73' 152.98' 151.77' S130 15' 09"E C76 025' 06' 16" 345.00' 76.81' 151.16' 149.96' S130 13' 20"E C77 0240 37' 53" 540.00' 117.89' 232.14' 230.36' S120 59' 08"E C78 0390 56' 02" 1000.00' 363.32' 696.98' 682.96' S450 16' 05"E C79 0070 30' 55" 2000.00' 131.36' 262.34' 262.15' S61 ° 28' 39"E C80 0420 06' 46" 800.00' 308.00' 588.01' 574.86' S780 46' 34"E C81 0390 56' 48" 500.00' 181.72' 348.60' 341.58' S790 51' 33"E C82 0220 30' 53" 500.00' 99.52' 196.48' 195.22' S71 ° 08' 35"E C83 0190 46' 28" 1500.00' 261.45' 517.70' 515.13' N050 49' 52"E C84 0300 06' 13" 1000.00' 268.92' 525.41' 519.39' N00° 40' 00"E C85 0120 21' 25" 425.00' 46.01' 91.66' 91.48' N080 12' 24"W 1 "=500' ��avxcez H Q J D_ z J Nw L^.1_ LL O Z Y W W U w Z Q U_ LL 0 U) W ' v J \J_ DESCRIPTION: BEING that certain tract of land situated in the J. Kincade Survey, Abstract Number 509, the J. Boyle Survey, Abstract Number 105, the J. Roberts Survey, Abstract Number 760, the J. Ellet Survey, Abstract Number 296, and the W. Rattan Survey, Abstract Number 752, Collin County, Texas, being all of that land described in deed to MM Anna 325, LLC Tract 1 recorded in Instrument Number 20190411000386110 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.) and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for the most southerly line of said MM Anna 325, LLC Tract 1 and being in the north line of that tract of land described in deed to CADG Hurricane Creek, LLC Tract 2 recorded in Instrument Number 201505290000631020 of said O.P.R.C.C.T.; THENCE N 000 42' 12" W, 232.26 feet to a 1/2 inch iron rod found; THENCE S 88' 18' 50" W, 793.96 feet to a 3/8 inch iron rod found for the south line of said MM Anna 325, LLC Tract 1 and being in the northeast corner said CADG Hurricane Creek LLC (Tract 1); THENCE along the common line between said MM Anna 325, LLC Tract 1 and said CADG Hurricane Creek LLC (Tract 1) the following bearings and distances: S 89' 05' 29" W, 1757.67 feet to a 5/8 inch iron rod found; S 88° 18' 31" W, 742.84 feet to a 1/2 inch iron rod found; S 88' 59' 33" W, 427.28 feet to a 1/2 inch iron rod stamped "GEER 3288" found; THENCE departing said CADG Hurricane Creek, LLC Tract 1 along the common line between said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Blue Spruce L.P. recorded in Instrument Number 19940826000793830 of the O.P.R.C.C.T. the following bearings and distances: N 61 ° 49' 20" E, 205.61 feet; N 190 24' 17" E, 181.73 feet; N 38' 49' 43" E, 172.63 feet; N 200 25' 25" E, 121.13 feet; N 49' 53' 58" E, 215.37 feet; N 040 32' 42" E, 69.40 feet; THENCE N 30' 41' 24" W, 236.43 feet departing said Blue Spruce L.P. tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Kimberly Powell recorded in Volume 5820 Page 2130 of the O.P.R.C.C.T.; Thence continuing along said MM Anna 325, LLC Tract 1 and said Kimberly Powell tract the following bearings and distances: N 21 ° 14' 27" W, 129.45 feet; N 11 ° 58' 09" W, 106.75 feet; N 09' 26' 49" W, 132.42 feet; N 17° 32' 12" W, 108.70 feet; THENCE N 03' 35' 21" E, 118.10 feet departing said Kimberly Powell tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Harrison and Janet Smith recorded in Instrument Number 19920612000392310 of the O.P.R.C.C.T.; Thence continuing along said MM Anna 325, LLC Tract 1 and said Kimberly Powell tract the following bearings and distances: N 16' 24' 37" E, 135.67 feet; N 06° 20' 57" E, 127.72 feet; N 18' 30' 44" E, 70.24 feet; N 10° 53' 53" E, 77.78 feet; N 19' 15' 05" E, 240.38 feet; THENCE departing said Harrison and Janet Smith tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Dasara, LLC recorded in Instrument Number 20150123000077570 of the O.P.R.C.C.T. the following bearings and distances: N 59° 17' 04" E, 231.36 feet; N 39' 06' 49" E, 113.71 feet; N 180 28' 30" E, 79.37 feet; N 45' 20' 55" E, 130.09 feet; N 240 01' 10" E, 163.50 feet; N 29' 16' 45" E, 139.03 feet; N 07° 19' 23" W, 145.67 feet; N 22° 22' 47" E, 72.91 feet; N 660 09' 44" E, 68.86 feet; N 49' 46' 52" E, 125.19 feet; N 250 25' 25" E, 105.50 feet; N 41' 12' 53" E, 204.93 feet; N 440 25' 31" E, 122.72 feet; N 40' 33' 22" E, 129.29 feet; N 010 34' 54" E, 105.14 feet; THENCE N 30' 43' 16" E, 12.80 feet departing said Dasara, LLC tract across the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Donna Peeler recorded in Volume 4972 Page 5535 of the O.P.R.C.C.T.; THENCE departing said Donna Peeler tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Risland Mantua LLC recorded in Instrument Number 20180625000783630 of the O.P.R.C.C.T. the following bearings and distances: N 88' 46' 52" E, 274.56 feet to a 1/2 inch iron rod stamped "GEER" found; N 890 03' 01" E, 938.03 feet to a 1/2 inch iron rod stamped "GEER" found; THENCE departing said Risland Mantua LLC tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Hurricane Creek Estates (Unrecorded) the following bearings and distances: S 020 31' 07" E, 46.18 feet to a 1/2 inch iron rod found; S 00' 43' 55" E, 239.62 feet to a 1/2 inch iron rod found; S 000 54' 34" E, 240.98 feet to a 5/8 inch iron rod found; S 00' 35' 30" E, 240.11 feet to a 1/2 inch iron rod stamped "GEER" found; S 000 46' 25" E, 193.73 feet to a 1/2 inch iron rod stamped "GEER" found; S 00' 41' 51" E, 159.37 feet to a 1/2 inch iron stamped "GEER" found; S 020 15' 50" W, 136.17 feet; S 00' 41' 12" E, 97.40 feet; S 000 41' 12" E, 20.05 feet; N 43' 06' 55" E, 28.85 feet; N 36° 57' 57" E, 59.11 feet; S 81 ° 37' 00" E, 76.35 feet; N 64° 47' 48" E, 51.43 feet; S 23' 02' 34" E, 61.07 feet; N 53° 19' 07" E, 45.87 feet; S 82' 24' 22" E, 25.36 feet; S 390 57' 49" E, 56.11 feet; S 48' 02' 59" E, 22.02 feet; THENCE departing said Hurricane Creek Estates tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in plat to Urban Crossing Block B tract recorded in Instrument Number 2013-568 of the Plat Records, Collin County, Texas (P.R.C.C.T.) the following bearings and distances: S 02' 04' 20" E, 28.82 feet to a 1/2 inch iron rod stamped "G.M. GEER" found; S 000 05' 05" E, 119.18 feet to a 1/2 inch iron rod stamped "G.M. GEER" found; S 89' 47' 13" E, 602.59 feet to a 1/2 inch iron rod found; N 880 59' 00" E, 933.16 feet to a 1/2 inch iron rod stamped "CORWIN" found; N 88° 55' 42" E, 491.23 feet; THENCE S 04' 03' 22" E, 703.80 feet departing said Urban Crossing Block B tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to Sheikh Alam tract recorded in Volume 4335 Page 955 of the O.P.R.C.C.T. to a 5/8 inch iron rod stamped "PELOTON" found; THENCE departing said Sheikh Alam tract along the common line of said MM Anna 325, LLC Tract 1 and that tract of land described in deed to BFB Ana 40 Acres, LLC tract recorded in Instrument Number 20190412000390800 of the O.P.R.C.C.T. the following bearings and distances: S 88' 44' 00" W, 60.25 feet for the beginning of a curve to the right; With said curve to the right, having an arc distance of 99.55 feet, through a central angle of 03' 42' 13", having a radius of 1,540.00 feet, and the long chord which bears S 13' 52' 00" E, 99.53 feet; S 15' 43' 07" W, 512.37 feet for the beginning of a curve to the left; With said curve to the left, having an arc distance of 473.61 feet, through a central angle of 28' 16' 00", having a radius of 960.00 feet, and the long chord which bears S 01' 35' 07" W, 468.82 feet; THENCE S 05' 15' 18" W, 533.77 feet to the most southerly southeast corner of said MM Anna 325, LLC Tract 1 and the northeast corner of said CADG Hurricane Creek, LLC Tract 2 to an iron rod found; THENCE S 890 04' 42" W, 1,154.08 feet to the POINT OF BEGINNING and containing 288.918 acres or 12,585,251 square feet more or less. U Q N CERTIFICATION OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT CADG HURRICANE CREEK, LLC, BEING THE SOLE OWNER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE. DESCRIBED REAL PROPERTY AS THE VILLAGES OF HURRICANE CREEK NORTH, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS AND WE DO HEREBY DEDICATE, IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS SHOWN THEREON. THE STREETS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. IN ADDITION, 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 CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES 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 OF PROCURING PERMISSION FROM ANYONE. BY: MM ANNA 325, LLC STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 2019. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS PRINTED NAME MY COMMISSION EXPIRES: I, TO-31) A. BRIDCES, RECISTE-RED-'ROFESSIGKAL LAND SURVEYOR OF THE rTATE OF TEXA$, 0Q HEREBY CERTIFY THAT THE MAP SHOWN HEREON A CI'RATELY REDRESENTS THE DESCRIBED PROPERTY AS DETERMINED BY A SURVEY MADE ON THE CROUND JNDER MY DIRECTION AN!' S J�IEI VISION IN xxxx xxx, 20xy AND THAT ALL CORNEHS AHE AS SHOWN, TODD A_ 3RI:DCES REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4940 "Prelimincry, this do4ume•it shill not bB recorded for arty purpose anc shiall not be used or vile -wed or felled Jpon as o final survey document" 22 TAC 663.8C Todd A. Bridges, RPLE ! 9'40 1}0116: 5/23/2020 DAY OF _ Neighborhood Entry and Interior Features Point System- 35 points total 20 points T-Intersection Additional green space Suggested Points Options 1/2 lot= 2 points 1 full lot= 4 points Notes/Comments Amenity Center (min 3,000 sq. ft)** 1 5 oints Max O 3 points with 1 point per additional 1,000 sq. ft. 5 pt. Max **Points for the amenity center may be counted for at the terminal vista or within the subdivision, but not both Round -a -bout with landscaping that matches the entry 2 points Water feature (Lit at night with a min of 15' wide and 8' tall) 3 points Gazebo 1 point Boulevard with enhanced landscaping with seasonal color 1 point Maintained by HOA Sculpture or other artistry (lit at night) Additional Water Feature up to 2 points Main Entry Options 1 point Significant floral focal point 2 2 oints Maintained by HOA Any structure integrated as identification that exceeds 15' 3 3 oints Modern art or sculptures 1 point Minimum height of 8 feet Landscaping in median for the divided entry 4 2 oints Maintained by HOA For every 5' increase past the 15' landscape buffer 4 1 point x 5 = 5 points 5 point Max Increased amount of large trees for curvilinear sidewalks 5 2 2 oints Additional landscaping above and beyond the requirements 6 2 oints Must be annual and increased quality *Additional upgrades per the discretion of the Planning Director Suggested Points Notes/Comments mmm7 Secondary Divided secondary entry 7 1 oint Roundabout at the secondary entrance 1 point Addition and Maintenance of seasonal landscaping (HOA) $ 1 oint Maintained by HOA and landscaping that matches the main entry & neighborhood landscaping Extended entry length (greater than 1/2 lot length) 1 point Minimum of 1/2 lot length. No additional points for additional length. Additional landscaping throughout the length of the extended drive 9 1 oint Maintained by HOA and landscaping that matches the main entry & neighborhood landscaping Open space at the terminus 1/2 lot= 1 point 1 full lot= 2 points 2 point Max Interior•• .•- 15 points Internal Parking Spaces 2 points For 5 additional parking spots at major, neighborhood focal points Upgraded pools and amenity centers 10 2 points Per the discretion of the Planning & Development Director Splash Pad -Min of 3 fixtures per 1,000 sq. ft 3 points 1 point for every additional 1,000 sq. ft & 3 fixtures Maintained by HOA Dog Park- Min of 3 acres 11 8 oints 1 point for every additional acre (5 acres max) Maintained by HOA Walking trail 12 2 oints Min of 8 ft wide, 1 bench, & one trash can per 1,000 feet Trash to be maintained by HOA Additional bench & trash can in common areas 13 1 oint To be maintained by HOA 3 points with 1 point per additional 1,000 sq. ft. 5 pt. Max Amenity Center (min 3,000 sq. ft)** **Points for the amenity center may be counted for at the terminal vista or within the 14 5 oints Max subdivision, but not both rF FJ rr I r I►. � s f 1 1 ►_ r r rF I—_�� ————— ——— ——— —__ 1 _—� t ^[ J + r r ► -- - -- y --_-----r--- r ir w r _ • r• � /J '' a ' ^ J . ! r I ✓ / -- r I L I ► [ r �� I r .0 ► � r [ � S► S i r` FJiiVr I dp F � r [i s ri t'f •tlL�r r1 r, I + r r r • .�i ■ Ir. J } ! r F � ! `ter � t f ► , • J I _ �� rl - r r f 1 , ► � • r f■r I c * t ► ►� �. r rr ► r J J [ � y 1 1 r r r 1 ��•� J! { , I c _ • 43, J � 1 � y ] J r r }► rr I �` ► r ► I I r r ♦ ■ � I J til y 1 r [` ■►►e ■J r r+ LLB t [ I ! r ' ,• Y - I r 1 f S 1 r vv If If Z 4 _ COMMUNITY /A..�Mr a 1 �. 14 zGARDENS; � L ` ♦ f y ■ r r �;�, = AMENITY 1 y, t, r i t,;�• � I ■ ► ► J r_ � ` CENTER ± 2.5AC. I 1 r BOTANICAL = GARDEN ! Ir ! F f• �I il . r f V r- - ■ �I i, vl t, T f f , `f 1 I 3 fi I ►! � �1it ' rr,, �t�,r. _ rNo ,> DG PART[ r rrf J/ i=�''x�r�— A-r ► J Try �. - �. r.� kk J rf �\ rr \ 1 �► w wS fL Cr ■ + t .r l L � r , r+ 1 J _ t/ Li `o - rr r r r y J r , V6y } J rI r �► `I iF I � ���.r■1 Ir ro: J [ r rt _ J THIS }PLAN IS,CONCEPTUAIL IN NATURE AND MAY�' -NOT -NECESSARILY BE BUILTAS DEPICTED. `t ' � r 1 3 •► ► i y - - ryr~ �^ r ■ � r � ► . r. S r ► � /rr r' 3 r \ r F L \► Sri rwr S f 1 r�_ti� jam~ � ■ 1 „.+. y Jr•� 1 L 1 `� -r► - �, f 1 JI r1 \ ^i � Wit• y ►i� Jar r► } • fir ►1_ ..S WIF r�-! �.� _ iJ _ J rir \►1 IJ r IJI /r rr r i rrr jvYrr J ► 1r_ I rr 1 _ _� r ^I_rr �r ► J rF It_ } I } r ► ►} I r_ `J rrr.. 1-",..trM1 \ �r 1 1 Frr ► 16 rr _ r IZ r � . IF �r i' .■■ r r• s .' L `• IJ 'r ' 4.. J Jar iJ f/ r.-� �►,.^r~ —: ► r ! 1 ■ ! 1 1 r r f[ j � ' it ► i r � 1 i r► �_ ! y+l�rl 1� � f r rlo I J^ ► 11 I r I ► ! � .. r r 1► � I i 1 r► 1 [ { 1 4i ► ! I ! [ L +1 Z1 � r ■ ��• ! ! y r � �■ 1 J J � *ram ��� \ � S . ►i St Sri ■_____ f F I 1 � 7 ■ ^Lr� ► ► try I J ■ A � 3 r I r1 -------L-- - ---- - - - --------•------------ �----------- s--------- - - -- -- ------•- - --/7'- (Ono -- 3� r�j I I.-_.. <...� r r rr r �/ ! r t ■ � l r • r r F J ■ r/ ■ —r) i fJ J r 1 }40 r r y ► J J~1r ! -r rr r Si J r I , t J► J r 1 . SHERLEY LOT TABULATION Phase Lot Count Acreage 72 (Town home) (T PHASE ONE 64 0' X 110-) ± 70-3 Acres 212 — (50' x 110.) 118 TOWNHdME 108 (SENIOR LIVING) 79 (4 (40' x 1 10') 111 REMAINDER 220-5777 Acres (50' X 120') 139 (sa' x 120') 55 (70' x 1 20') (7 26 (sa' x 125') (8 COMMERCIAL/MULTI-FAMILY TRACT 34298 Acres TOTAL: 984 LOTS 325.1757 ACRES 1 }1 r► rl r■�.� ► r ■ r [ ► 1 I MULTI -FAMILY COMMERCIAL 7 r r '..w_ r r r I � ❑ L.rr-----�__ 11r r -- - i n w j 11 ! ► r r ■ r r r I 1r• j I 1 r i ! r � , I } I } r r r 1 i ! ! } I rr ! rr I `= r 'r 1 rr ! I, ! t�r �+ r !r r i! + rr II I 75 PELOTON SHERLEY CONCEPT PLAN I�I�I LnHo soLuriON S GRAPHIC SCALE �o ANNA, TEXAS MARCH 26, 2020 _PELOTON II L A N D S O L U T I O N S August 26, 2020 City of Anna City Council City of Anna 3223 North Powell Parkway Anna, Texas 75409 Re: Preliminary Plat for Villages of Hurricane Creek — North Waiver Requests Council Members: CORPORATE OFFICE 9800 Hillwood Pkwy. Suite 250 Fort Worth, Texas, 76177 817.562.3350 TBPLS10177700 On behalf of the Developer, MM Anna 325, LLC, Peloton Land Solutions has submitted a Preliminary Plat for Villages of Hurricane Creek - North. The plat is expected to be heard at the September 1, 2020 Planning & Zoning Commission meeting. We are respectfully requesting this Preliminary Plat be approved with the following waiver: • Design Standards Section 2.7: Waive the maximum block length of 1,200 feet. This project will create two overlength blocks along Lake Hills Drive and North Shore Drive. These roads run across floodplain/SCS lake easement area, so the length cannot be reduced. In addition, these adjacent areas will become focal amenities, open space, and community areas; providing a vehicular cross -access through these would significantly diminish the area to be reserved for these amenities. We appreciate your consideration of this waiver request and approval of the Preliminary Plat. Sincerely, Peloton Land Solutions, Inc. Marc Paquette, P.E. Project Manager/Associate Principal FORT WORTH 1 FRISCO I AUSTIN 1 LAS VEGAS PELOTONLAND.COM _PELOTON L A N D S O L U T I O N S August 26, 2020 City of Anna City Council City of Anna 3223 North Powell Parkway Anna, Texas 75409 Re: Preliminary Plat for Villages of Hurricane Creek — North Waiver Requests Mayor and Members of the City Council: CORPORATE OFFICE 9800 Hillwood Pkwy. Suite 250 Fort Worth, Texas, 76177 817.562.3350 TBPLS10177700 On behalf of the Developer, MM Anna 325, LLC, Peloton Land Solutions has submitted a Preliminary Plat for Villages of Hurricane Creek - North. The plat is expected to be heard at the September 1, 2020 Planning & Zoning Commission meeting. We are respectfully requesting this Preliminary Plat be approved with the following waiver: • Design Standards Section 2.10: Waive the maximum Cul-De-Sac length of 600 feet. This project creates one overlength Cul-De-Sac along Autumnwood Drive. This street and development area lies between Rosamond Parkway to the west, the existing overhead electric easement to the east and an environmentally sensitive area to the south. In order to provide a second point of connection, Autumnwood Drive would need to turn and connect to Rosamond. This would create an intersection very close to the Lake Hills Drive intersection and would not meet City spacing requirements. In addition, this connection would not follow Section 2.2 which states that the street arrangement should develop only a limited number of access points to arterial streets bordering the subdivision. We appreciate your consideration of this waiver request and approval of the Preliminary Plat. Sincerely, Peloton Land Solutions, Inc. 1 Marc Paquette, P.E. Project Manager/Associate Principal FORT WORTH 1 FRISCO I AUSTIN 1 LAS VEGAS PELOTONLAND.COM it 1i11i PELOTON f I LAND SOLUTIONS EXHIBIT C-1 NOT TO SCALE Reference Material from Res. No. 2020-06-733 NOTE: THIS PLAN IS CONCGPTUAL IN NATURE AND MAY ► NOT NECESSARILY SE BUILT AS DEPICTED - TRW TO BE CONSTRUCTED IN PHASES CONCURRENT WITH ADJACENT RESIDENTIAL DEVELOPMENT. I THE ULTIMATE LOCATION OF TRAILS SHALL 6E • - - DETERMINED DURING THE FINAL DESIGN PROCESS. V♦ r r � l♦ J . � � �rJ/ 1� .- r 00 PELOTQN EXHIBITyC-2 IIlII LAHp SOLVTFOHS ANNA, TEXAS epy„�.ir MINUTES PLANNING AND ZONING COMMISSION August 3, 2020 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on August 3, 2020, at 111 N. Powell Parkway, Anna City Hall, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:00 p.m. Members present were Wayne Barton, Alonzo Tutson, Danny Ussery, Donald Henke, Brent Thomas, and Nick Rubits. Staff present were Ross Altobelli, Lauren Mecke, Olivia Demings, and Kevin Johnson. 2. Invocation and Pledge of Allegiance Commissioner Barton gave the invocation and led the Pledge of Allegiance. 3. Citizen Comments: At this time, any person may address the Planning and Zoning Commission regarding an item on this meeting agenda that is not scheduled for public hearing. Also, at this time any person may address the Commission regarding an item that is not on this meeting agenda. Each person will be allowed up to three (3) minutes to speak. No discussion or action may be taken at this meeting on items not listed on this agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. There were no citizen comments. 4. Location Map 5. Consider/Discuss/Action on a recommendation regarding the 2826 Storage Addition, Block A, Lot 1 Development Plat. Applicant: David Surdukan. Mrs. Demings gave a brief presentation and answered questions from the Commission. This submittal is a Development Plat for RV parking and storage facilities located in the ETJ. It is recommended for approval as submitted. A motion was made by Commissioner Henke seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous 6. Consider/Discuss/Action on a recommendation regarding the Froehlich Estate, Block A, Lot 1, Development Plat. Applicant: Karel Froehlich Mrs. Demings gave a brief presentation and answered questions from the Commission. This submittal is a Development Plat for a single-family home located in the ETJ. It is recommended for approval as submitted. A motion was made by Commissioner Thomas seconded by Commissioner Rubits to recommend approval of the development plat. The vote was unanimous. Page 1 of 4 7. Consider/Discuss/Action on a recommendation regarding the Vaclavik Estates, Block A, Lot 1 Development Plat. Applicant: David Surdukan. Mrs. Demings gave a brief presentation and answered questions from the Commission. This submittal is a Development Plat for a single-family home located in the ETJ. It is recommended for approval as submitted. A motion was made by Commissioner Rubits seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous. 8. Consider/Discuss/Action on a recommendation regarding the Rojas Estates, Block A, Lot 1 Minor Plat. Applicant: David Surdukan. Mrs. Demings gave a brief presentation and answered questions from the Commission. This submittal is a Minor Plat for a single-family home located in the ETJ. It is recommended for approval as submitted. Mr. Henke inquired as to why a minor plat was required instead of development plat. Staff responded that a minor plat was required because the land was illegally sold by metes and bounds and without proper subdivision platting. A motion was made by Commissioner Henke seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous. 9. Consider/Discuss/Action on a recommendation regarding the Victoria Falls Center Addition, Block A, Lot 1 R Replat. Applicant: David Cox. Ms. Mecke gave a brief presentation and answered questions from the Commission. The purpose of this replat is to modify the limits of the private drainage and detention easement. Commissioner Thomas asked about the purpose of the replat. Staff responded that the applicant intends to increase parking spaces and is making the area of the pond smaller to do so. Commissioner Barton stated that he wanted to condition the approval of the replat subject to the condition of turning in civil plans. Commissioner Rubits asked if with the addition of more concrete, would the pond still be able to handle the water runoff. Mr. Altobelli responded that the detention pond will be designed to meet new demands. A motion was made by Commissioner Barton seconded by Commissioner Thomas to recommend approval of the replat subject to approval of civil plans for the redesign of the detention facility. The vote was unanimous. 10. Consider/Discuss/Action on a recommendation regarding the Victoria Falls Center Addition, Block A, Lot 1 R Site Plat. Applicant: David Cox. Page 2 of 4 Commissioner Rubits asked if the increase in parking spaces was to meet shopping center regulations. Mr. Altobelli responded that is currently meets standards but the tenant types such as restaurants and gyms are creating a need for more parking. A motion was made by Commissioner Tutson seconded by Commissioner Rubits to recommend approval of the site plan subject to approval of civil plans. The vote was unanimous. 11. Consider/Discuss/Action on setting the 2021 Planning & Zoning Commission calendar. A motion was made by Commissioner Ussery seconded by Commissioner Rubits to recommend approval of the 2021 Planning & Zoning Commission calendar. The vote was unanimous. 12. Consider action to approve minutes of the July 6, 2020 Planning and Zoning meeting. Chairman Tutson thanked staff for detailed minutes. A motion was made by Commissioner Rubits to approve the minutes, seconded by Commissioner Thomas. The vote was unanimous. 13. A) Conduct a public hearing regarding a request to amend Planned Development-846-2020 located at the northwest corner of U.S. Highway 75 frontage road and White Street (FM 455) in order to incorporate additional land. The public hearing opened at 7:28 p.m. Ms. Mecke stated that the property owner was able to obtain addition land from TXDOT R.O.W. abandonment. The land is to be added to the Planned Development. Commissioner Henke asked if the land was being purchased from the state. Tommy Vilbig, 517 W. Woodard Street, Denison, TX, 75002, represented for QT and Standridge responded that yes, the land is under contract with TXDOT for purchase. Commissioner Henke clarified that the additional land will be absorbed into the Planned Development 846-2020 zoning and that no new standards were being introduced. The public hearing closed at 7:33 p.m. B) Consider/ Discuss/ Action on a recommendation regarding the request to amend zoning of the current planned development to incorporate additional acreage resulting from TXDOT right-of-way abandonment. Commissioner Barton confirmed with staff that the Planned Development stipulations allowed for this design. A motion was made by Commissioner Henke seconded by Commissioner Rubits to recommend approval of amending zoning. The vote was unanimous. C) Consider/Discuss/Action on a recommendation regarding the Concept Plan, One Two Anna Addition, Block A, Lot 1 associated with the rezoning request. Page 3 of 4 Commissioner Rubits confirmed with staff that approval of the concept plan did not constitute approval of the sign variance. Commissioner Barton expressed concern about the grading and retailing walls that would be required to make the site buildable. Tommy Vilbig responded that they are aware grading will be a change and they are in the preliminary engineering stage. Jake Petras, 1120 N. Industrial Blvd, Euless, TX 76039, representative of QT expressed that they see a lot of continuing growth in Anna and believe this intersection to be a good location to catch south bound traffic. A motion was made by Commissioner Henke seconded by Chairman Tutston to recommend approval of the concept plan. The vote was unanimous. 14. Adjourn A motion was made by Commissioner Thomas seconded by Commissioner Ussery to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:44 p.m. ATTEST: Alonzo Tutson Planning and Zoning Commission Chairman Page 4 of 4 CITY OF ANNA PLANNING & ZONING COMMISSION September 1, 2020 Text Amendment Sign Variances DESCRIPTION: Request a recommendation to amend Article 9.04 Zoning Ordinance and Article 9.05 Signs of Chapter 9 Planning and Development Regulations of the City of Anna Code of Ordinances in order to amend regulations pertaining to sign variances. HISTORY: The City of Anna adopted signage regulations on January 9, 2001 (Ord. No. 2001-01). As part of these regulations was the establishment of a Sign Control Board whose powers and duties were to consider variations to the requirements of the signage regulations. On March 11, 2008 the City Council amended the sign ordinance and zoning ordinance (Ord. No. 370-2008) by eliminating the Sign Board and amending the duties of the Board of Adjustments so that all matters related to appeals or variances to the signage regulations would be considered by the City of Anna Board of Adjustments. Included within both ordinances was language that gave final authority to City Council on all signage related variance requests: "All actions taken on variance request shall be submitted to the City Council for review. Such actions of the Board of Adjustment shall become final unless reversed or modified by the City council at the City Council meeting following the Board of Adjustment meeting at which formal action was taken by the Board of Adjustment. In reviewing the action of the Board of Adjustment or variance requests, the City Council shall consider the records made at the hearing before the Board of Adjustment." When the City of Anna Ordinances were recodified later in 2008 that section/language which gave City Council final authority and review of signage variance requests was not included. City staff has been unable to find information as to why this language was removed. REMARKS: The intent of the ordinance amendment is to give the City Council exclusive authority to hear appeals and variances on all sign issues as staff is recommending that such decisions should not be considered as zoning variances normally decided by the Board of Adjustment. Additionally, the proposed amendment will allow variations to the signage regulations to be included within development standards as part of adoption of a Planned Development District (PD). A PD is intended to provide for combining and mixing of uses allowed in various districts with appropriate regulations and to permit flexibility in the use and design of land and buildings in situations where modification of specific provisions of this article is not contrary to its intent and purpose or significantly inconsistent with the planning on which it is based and will not be harmful to the community. Currently, existing zoning language states that when granting a PD the city council may consider development standards that include signs. "Development standards for each separate PD district shall be set forth in the ordinance granting the PD district and may include but shall not be limited to uses, density, lot area, lot width, lot depth, yard depths and widths, building height, building elevations, coverage, floor area ratio, parking, access, screening, landscaping, accessory buildings, signs, lighting, management associations, and other requirements as the city council may deem appropriate. " SUMMARY: Repeal Zoning Ordinance 9.04.042(d) in its entirety and amend Signage Ordinances 9.05.012, 9.05.015, and 9.05.085 to give the City Council exclusive authority to hear all matters related to appeals or variances of the sign regulations. RECOMMENDATION: Recommended for approval as follows: (Additions are indicated in underlined text; deletions are indicated in strikethrough text.) ARTICLE 9.04 ZONING ORDINANCE Sec. 9.04.042 Board of adjustment -1 id)Appeals RE)t related t cirvric (f) Le) Variances L 04 O Changes. [ ... ] ARTICLE 9.05 SIGNS Sec.9.05.012 Variances La) City council has the authority to approve variations to the conditions of these sign regulations. Variations shall be accomplished through either of the following procedures; Variance application and fee in the amount in the amount set forth in section A5.003 of the fee schedule in appendix A of this code. or: Development standards set forth in an ordinance granting a Planned Development District. fW A application for a variation of the sign regulations shall be submitted no later than 30 days prior to a City Council meeting. Such application may cover more than one sign, but shall apply to only one applicant and one location. Lc) In considering requests for variations from the requirements of the sign ordinance, the city council shall consider the following factors, including but not limited to: The degree of the requested variance; The reason for the requested variance; The location of the requested variance; The duration of the requested variance; The effect of the requested variance on public safety The effect of the requested variance on the general plan for signage within the cites The protection of neighborhood property and property values; and The degree of hardship or injustice involved. For either variation process the applicant must provide the following information: (1) Name, address, and telephone number of the applicant. (2) Location of building, structure, or lot to which or upon which the sign is to be attached or erected. (3) Position of the sign in relation to nearby buildings or structures, including other signs. (4) The zoning classification of the property on which the sign is to be located, and the zoning classification of all property within 250 feet of the sign location. (5) The specific variation requested and the reasons and justification for such requests. (6) T-e44-Two copies of the signage and site plan shall be required. Sec.9.05.015 Appeals All matters related to appeals or variances from the requirements of these sign regulations shall be brought before the ^ity's board of adjustments, city council and the city council's decision shall be final in onnnrdaRGe with the nity'S wing erdinonno Sec. 9.05.085 Office, retail and commercial districts (5) Class 5. To the extent permitted under section 9.05.056(a) of these sign regulations, major free-standing signs shall be permitted in these districts. Single -usage major free-standing signs, as described in division 2 of this article, shall not exceed the standards set forth in table 1. The number of signs shall be limited by the following: (E) For sites exceeding 15 acres on which signs are desired in excess of the above regulations, a total sign plan for the site may be submitted to the board of adjustments city council for consideration as a variance from the requirements of this section.