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HomeMy WebLinkAboutPZpkt2020-03-02THE CITY OF manna AGENDA PLANNING AND ZONING COMMISSION MONDAY, MARCH 2, 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 Monday, March 2, 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 Location Map 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. 4. Consider/Discuss/Action on a recommendation regarding the Penny Estates, Block A, Lot 1, Development Plat. Applicant: David Surdukan 5. Consider/Discuss/Action on a recommendation regarding the Benton Addition, Block A, Lot 1, Development Plat. Applicant: Shannon Benton 6. Consider/Discuss/Action on a recommendation regarding the B. Roper Addition, Block A, Lot 1, Final Plat. Applicant: Johnathan Hake, Cross Engineering Consultants, Inc. 7. Consider/Discuss/Action on a recommendation regarding the Shadowbend PH-1, Final Plat. Applicant: Pape —Dawson Engineers 8. Consider/Discuss/Action on a recommendation regarding the Camden Parc, Phase 3, Final Plat. Applicant: Cody Crannel, CCM Engineering 9. Consider/Discuss/Action on a recommendation regarding the Lakeview Estates, Phase 3, Final Plat. Applicant: Jim Douglas 10. Consider/Discuss/Action on a recommendation regarding the Children's Lighthouse Addition, Block A, Lots 1 and 2, Preliminary Plat. Applicant: Tim McNutt 11. Consider/Discuss/Action on a recommendation regarding the Anna Town Center Addition, Block A, Lot 9, Site Plan. Applicant: Bannister Engineering Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 03-02-2020 Page 1 of 2 Posted 02-28-2020 12. Consider/Discuss/Action to approve minutes of the February 3, 2020 Planning and Zoning meeting. 13. Consider/Discuss/Action on amendments to Article 9.02 Subdivision Regulations, Article 9.03 Design Standards, Article 9.04 Zoning Ordinance, Article 9.06 Landscape Regulations and related sections of the Development Regulations. 14. Adjorn This is to certify that 1, 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. February 28, 2020. Ross Altobelli Director of Development Services Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 03-02-2020 Page 2 of 2 Posted 02-28-2020 THE CITY DE Anna AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Penny Estates, Block A, Lot 1, Development Plat. Applicant: David Surdukan SUMMARY: Single-family dwelling, detached on 1.0± acre located on the west side of Leonard Avenue (C.R. 422), 261± feet north of County Road 421. Located within the extraterritorial jurisdiction (ETJ). STAFF RECOMMENDATION: Recommended for approval as submitted. ATTACHMENTS: Description Locator Exhibit A Upload Date Type 2/19/2020 Exhibit 2/24/2020 Exhibit E FINLEY Bco LVD Development Plat- Penny Estates IR,. BROOK -DR _ Z K� o BROCK DR V. . . . . . . . � . . . . - n A aft .41 THE CITY OF N A,nn Proposed Site 16 City Limits Parcels � ETJ 0 250 500 1,000 Feet February 2020 New &Active Zoning & Development Projects\2-05-2020\Penny Estates\Agenda Map.mzd x . r II s a II EXHIBIT A CALLED 16.38 ACRES TEX PROPERTIES GROUP LLC C.C. NO. 20190816000999330 0.P.R.0.C.T. CALLED 16.38 ACRES TEX PROPERTIES GROUP LLC C.C. NO. 20190816000999330 O. P. R. O. C. T. CALLED 16.38 ACRES TEX PROPERTIES GROUP LLC C.C. NO. 20190816000999330 0. P. R. 0. C. T. GENERAL NOTES; 1. The surveyor has not abstracted subject property. 2. This survey is subject to all easements of record. 3. Copyright 2020, Surdukan Surveying, Inc. 4. The survey is being provided solely for the use of the current parties and that no licenses has been created, express or implied, to copy the survey except as is necessary in conjunction with the original transaction which shall take place within 3 months of the date of this survey. 5. The basis of bearings, horizontal position are derived from Texas WDS RTK Network, Texas State Plane Coordinates System, Nod83, North Central Zone, Nod 83 (CORS96) Epoch 2002.0. 7. Existing water service to this site is provided by North Collin Special Utility District. 8. Sanitary Sewer is on existing system on site. 9. Gas is liquid propane (Red River Coop. — Provider). 10. Existing electric is provided by Grayson —Collin Electric Company. 11. Solid waste will be provided through a private solid waste company. CALLED 113.73 ACRES HARLAN PROPERTIES INC C.C. NO. 20121228001650300 0.P.R.0.C.T. n 4,F NORTH SCALE 1"= 20' 0 20 40 LEGEND C.M. = CONTROLLING MONUMENT CIRF = CAPPED 1/2" IRON ROD SET STAMPED (PREMIER) IRF = IRON ROD FOUND 0 = POWER POLE B = AC UNIT p = WATER METER © = ELECTRIC METER ohe = OVERHEAD ELECTRIC SERVICE LINE I F.M. NO. 455 x h r IE 2 2 e NORTH � ELIZABETHW F.a Q z � � m SHARP a v� v U W SITE C.R. 421 m COLLIN COUNTY OUTER LOOP 1 U C��� VI IA= MAP NOT TO SCALE SOUTHEAST CORNER G. STARK SURVEY ABSTRACT NO. 798 i5° E I -- 4040+' LEGAL DESCRIPTION BEING a tract of land situated in the G. Stark Survey, Abstract No. 798. Collin County, Texas, and being all of a 1.000 acre tract conveyed to James Penny as recorded in Instrument No. 20190923001175690, Official Public Records of Collin County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 112" iron rod with orange capped stamped "PREMIER" found for corner at the southeast corner of said 1.000 acre tract, said iron rod being in County Road No. 422, said iron rod being N 27*20' E a distance of 1315±' from the southwest corner of the said Robert Whitaker Survey; THENCE N 89°26'02" W a distance of 208.74' to a 112" iron rod with orange capped stamped "PREMIER" found for corner, - THENCE N 00°33'58" E a distance of 208.74' to a 112" iron rod with orange capped stamped "PREMIER" found for corner, THENCE S 89°26'02" E a distance of 208.74' to a 112" iron rod with orange capped stamped "PREMIER" found for corner in CR. NO. 422; THENCE S 00°33'58" W following CR. No. 422 a distance of 208.74' to the POINT OF BEGINNING and containing 43572 Square Feet or 1.000 Acres of land. FLOOD NOTE This property falls in Zone X according to the Flood Insurance Rate Maps, Panel No. 48085C0160J, Map Revision June 2, 2009, as published by the Federal Emergence Management Agency. I, DAVID J. SURDUKAN, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this Development Plat from an actual and accurate survey of the land and that the corner monuments shown thereon were found or properly placed, under my personal supervision. Registered Professional Land Surveyor Registration No. 4613 CERTIFICATE OF APPROVAL Approved this — — — day of City of Anna Texas (Mayor) City Secretary 2020, by the City Council of the DEVELOPMENT PLAT PENNY ESTATES BLOCK A. LOT 1 BEING 1.000 ACRES 0 UT OF THE G. STARK SURVEY ABSTRACT NO. 798 CITY OF ANNA ETJ COLLIN COUNTY, TEXAS OWNER SURVEYOR JAMES PENNY SURDUKAN SURVEYING, INC. 3122 CR NO. 422 P.O. BOX 126 ANNA, TEXAS 75409 ANNA, TEXAS 75409 (469) 247-9744 (972) 924-8200 FIRM NO. 10069500 I I x x I I SCALE 1 " = 20' DATE: JANUARY 20, 2020 JOB No. 2020-02 a , THE CITY DE Anna AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Benton Addition, Block A, Lot 1, Development Plat. Applicant: Shannon Benton SUMMARY: Single-family dwelling, detached on to 11.0± acres located on the east side of County Road 289, 1,988± feet south of County Road 1101. STAFF RECOMMENDATION: Recommend for approval as submitted. ATTACHMENTS: Description Locator Exhibit A Upload Date Type 2/19/2020 Exhibit 2/27/2020 Exhibit EXHIBIT A N 15*33'13" E 74.6 4' 434.188 ACRES ICI--LEJ LTD. 92-0079942 KENNETH & LYNDA CULBERTSON, JR 93-0093640 1/2" IRI C� e., •�11� 103.000 ACRES JAMES THORNTON 1596 / 467 S 89'29'05" E i �A I POSED )USE SQ. FT. � C2 j i 6.27 1/2" IRS ! I i REMAINDER OF 26.947 ACRES WINDY CITY INVESTMENTS, LLC. 20141028001176860 i i i i i CROSSTEX NORTH TEXAS i PIPILINE, L.P. 5954 / 1240 i i i i i i i i i i i P.O.B. 1/2" CIRF "OWENS" 103.991 ACRES MOHAMMAD MANOUCHEHRIPOUR 5200 / 5012 5.312 ACRES BARBARA KING & LAWRENCE VIGUS 5219 / 3127 LFCAL DESCRIPTION BEING a tract or parcel of land situated in Collin County, Texas, being a part of the Joseph Britton Survey, Abstract No. 72, being all of an 11.000 acre tract of land as described in a General Warranty Deed from Windy City Investments, LLC to Mathew T. Benton and spouse, Shannon R. Benton as recorded in/under Clerk's File No. 20190.316000337930 of the Official Records of Collin County, Texas and being fin-ther described as follows; BEGINNING at an "OWENS" capped 1/2 inch iron rod found for a corner at the northeast corner of said 11.000 acre tract, said Point of Beginning being at the existing northwest corner of a 103.991 acre tract of land conveyed to Mohammad Manouchehripour as recorded in Volume 5200 at Page 5012 of the Official Records of Collin County, Texas; THENCE S 00'29'09" W along the cast line of said 11.000 acre tract and the west line of said 103.991 were tract, a distance of 553.06 feet to a 1/2 inch iron rod set for a corner; THENCE S 37"46'07" W a distance of 350.43 feet to a 1/2 inch iron rod set for a corner at the southeast corner of said 11.000 aere tract; THENCE N 85000'00" W along the south line of said 11.000 acre tract, a distance of 456.27 feet to a 1/2 inch iron rod set for a corner at the southwest corner of said 11,000 acre tract in the center of Collin County Road No. 289; THENCE N 15033'12" E along the west line of said 11.000 acre tract and the center of Collin County Road No. 289, a distance of 74.64 feet to a 1/2 inch iron rod found for a corner; Tl IENCE N 030.32'03" F along the west line of said 11,000 acre tract and the center of Collin County Road No. 289, a distance of 401.20 feet to a 1/2 inch iron found for a corner; THENCE N I I" 13'35" F along the west line or said 11.000 acre tact and the center of Collin County Road No. 289, a distance of 17398 feet to a 1/2 inch iron rod found for a corner; THENCE N 21°41'40" E along the west line of said 11.000 acre traet and the center of Collin County Road No. 289, a distance of 163.69 feet to a 1/2 inch iron rod found for a corner at the northwest corner of said 11.000 aere tact, said corner being further narked by a 1/2 inch iron rod found on the east line of Collin County Road No. 289 bearing S 89'29'05" E at a distance of 30.00 feet; THENCE S 89°29'05" E along the north line of said 11.000 acre tact, a distance of 534.75 feet returning to the Point of Beginning and containing 11.000 acres of land and 479,160 square feet. SURVEYOR'S CERTIFICATE, 1, Donald S. Holder, Registered Professional Land Surveyor, State of Texas, hereby certify that the plat hereon is a true and correct representation of the property as determined by survey upon the ground, the lines and dimensions of said property being indicated by the plat, the improvements are within the boundaries of the property set back from the property lines the distances indicated and there are NO VISIBLE ENCROACHMENTS, CONFLICTS OR PROTRUSIONS, except as shown on the plat. t •' Donald S, Holder R.P.L,.S. No. 5266 --- t--- _ 7� Date: January 29, 2020 Seale: I" = 100' NOTES;_ I . Bearings are based on WGS84. 2. According to the Flood Insuranee Rate Map No. 48085CO155J dated June 2, 2009, published by The Federal Emergency Management Agency, the subject property lies within Flood Zone "X" and is not shown to be within a special flood hazard area. This statement does not imply that the property and/or structures thercon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This Iood statement shall not create liability on the part of the surveyor. 3. Easement granted by Sarah F. Ioncs to American Telephone and Telegraph Company, filed 11/21/1944 as recorded in Volume 350 at Page 159 of the Deed Records of Collin County, Texas aloes « ect the above described tract of land. (No specific location described in dOculnlent.) 4. Easement granted by Cecil Thornton to South Grayson Water Supply Corporation, filed 07/20/1978 as recorded in Volume 1 122 at Page 182 of the Real Property Records of Collin County, Texas does « eci the above described tact of land. (No specific location described in document.) 5. Easement granted by Bob W. Thornton to Crosstex North Texas Pipeline, L.P., a Texas limited partnership, filed 07/06/2005 as recorded in Volume 5954 at Page 1240 of the Real Property Records of Collin County, Texas rlmnrft qffeef, the above described tact of land. 6. This property is required to follow the City's Tree Preservation Ordinance, Article 9.07. 7. Clear cutting is prohibited by City of Anna Ordinance 9.07.011. 8. Removal of trees will be for the purposes of the shown improvements only. CERTIFICATE OF APPROVAL Approved on this the day of_______ , 20------- by the City Conned, City of Anna, Texas. Mayor City Secretary DEVELOPMENT PLAT � 11 BLOCK A, LOT 1 11.000 ACRES JO S EP H MITTON SURVEY, ABSTRACT N.O. 72 CITY OF ANNA COLLIN COUNTY, TEXAS JANUARY, 2020 Owner: Mathew & Shannon Benton 6804 Cunningham Rd. McKinney, Tx. 75071 (214) 417-0337 Surveyor: Owens Land Surveying P.O. Box 1025 2616 Stonewall Street Greenville.Tx. 75403 (903) 450-9837 SCALE: 1" = 100' 0 50 100 200 LEGEND POWER POLE 0 WATER VALVE O MAILBOX a UNDERGROUND CABLE MARKER WOOD FENCE Owens Land urve, n� FIRM BEG. CERT. 10022400 0WATER METER �- FIRE HYDRANT a CLEAN OUT -�-- BARBED WIRE FENCE � DATE: JAN. 29, 2020 SCALE: 1 " = 100' P.O. BOX 1115 0 GAS METER IN ELECTRIC METER A TELEPHONE PEDESTAL-0----0- CHAINLINK FENCE www.owensiandsurveying.com (903) 450-9837 / (903) 450g--9875 GREENVILLE, TX 75403 DRAWN BY: S. HOLDER JOB NO.: 2017-035PLAT THE CITY DE Anna AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the B.RoperAddition, Block A, Lot 1, Final Plat. Applicant: Johnathan Hake, Cross Engineering Consultants, Inc. SUMMARY: Retail and restaurant on one lot on 1.9± acres located on the north side of W. White St. (F.M. 455), 294± feet east of West Crossing Blvd. Zoned C-1 Restricted Commercial. STAFF RECOMMENDATION: Recommended for approval as submitted. ATTACHMENTS: Description Locator Exhibit A Upload Date Type 2/19/2020 Exhibit �-k\ I �t. l� Final Plat- Roper • - MEN NONE TA - IMF �iiii'i OWN SHIM = � ON u BAMBOO DR 41V - w "�" W W WHITE STIP —� PAlkhIF Y W W w m 4 1 1 1. WESTGATF i F t � Y ~� a. J � THE CITY OF N - Proposed Site = Parcels 0 125 250 500 ar3t Feet February 2020 LAPlanning & Development\Project Review\Roper Retail\Final Plat\Ag RIN EXHIBIT 0' 40' 80' 120' SCALE: 1" = 40' III � I I � I I 5 I I 8 6 � I I 5' DRAINAGE EASEMENT r.c. No. 20060619000831630 BLOCK I D I I D.R.C.C.T. WEST CROSSING 5' DRAINAGE EASEMENT PHASE 1 Doc. No. 2 D.R.C.C.T. 900083162a--1 D.R.C.0Doc No. 20060123010000130 1 1 P.R.C.C.T. IRS_ I , I 1 , S 8R012'�'iQ" P— -1 Dn nn� — — �I �I I SOUTHWESTERN BELL TELEPHONE EASEMENT Vol. 6027, Pg. 2728 D.R.C.C.T. AREA NOTE: I I The area (acres) shown hereon is based on the mathematical closure of the courses I �- — and distances reflected on this Survey. It does not include the tolerances that may 24' FIRELANE, ACCESS \ ,Q be present due to positional accuracy of the boundary monuments in place. & UTILITY EASEMENT �03 INI r REFERENCE BEARING NOTE: o \ �o . I \ \ The Bearings shown hereon are referenced to South 01 de 51 min. 51 sec. West, g g� along the west line of Willow Creek Addition, Phase 1A, according to the Plat 1 thereof recorded in Cabinet P, Pg. 59, Plat Records, Collin County, Texas. I I T ¢ LOT 1, BLOCK A FLOOD ZONE NOTE: GATLIN DENTON PARTNERSHIP, L.P. I I I 83,404 I Sq. Feet 1.997 Ac. (Tract One) Doc. No. 20120104000010030 Cp 1.915 Acres This Surveyor has reviewed Flood Insurance Rate Map No. 48085CO160J D.R.C.C.T. 24' v w (effective date June 2, 2009) published by the Federal Emergency Management I I I I Q w I Administration for Collin County, Texas and based upon said scaled map and I I I I z w I graphic plotting, such review revealed that the subject parcel lies within AMON BRIAN ROPER ZONE X (Un-Shaded) and is outside of the 100 Year Flood Plain. I I I I Vol. 5660, Pg. 2013 I 1 D.R. C.C.T. i N MONUMENT NOTE: I I I 15' WATER EASEMENT All lot corner monuments are 1/2 inch diameter rebar, two feet long topped with a I i %— red plastic cap, stamped "RPLS 4701", unless otherwise noted. O PLAT NOTE: I \/ �o Selling a portion of this addition by metes and bounds is a violation of City I - Subdivision Ordinance and State of Texas statutes and is subject to fines and witholding of utilities and building permits. I� I obi TER �EAS I EASEMENT 3N w2 OI I of LO jot aw I VICINITY MAP Not To Scale E. County Rd. 370 CITY OF 0 ANNA Q Uo Hackberry Dr. = W. Crossing Blvd. Acacia Dr SUBJECT AREA W. White St. 0 3 L 0 Of N a, T 3 N Y ~ N v_ o- ui County Rd. 36 I E: 2, 561, 438.646 STATE OF TEXAS 0.167 Ac. (Parcel 26) Doc. No. 20111115001239250 D.R.C.C.T. L E G E N D BOUNDARY LINE ADJOINER LINE --------------- EASEMENT LINE SETBACK LINE Cab. = Cabinet Vol. = Volume Pg. = Page Doc. No. = Document Number Inst. No. = Instrument Number D.R.C.C.T. = Deed Records, Collin County, Texas P.R.C.C.T. = Plat Records, Collin County, Texas CM = Controlling Monument IRF = Iron Rod Found IRS = 1/2" Iron Set with cap stamped "RPLS 4701" IR BLOCK I A 7 3/4" IRF State Plane—NAD 83 N: 7,179,160.452 E:2,561,633.689 6 5/8" IRF — w/Cap Carter Burgess 5 I5/8" IRF / w/cap / Carter Burgess I 4 LCI�8ct,-rl IRF Burgess— — — WILLOW CREEK ADDITION, PHASE 1 Cab. P, Pg. 405 P.R.C.C.T. ICO O II 3 BLOCK E o / O 5' LANDSCAPE EASEMENT Cab. P, Pg. 59 P.R.C.C.T. WILLOW CREEK ADDITION, PHASE lA I Lot 1, Block F Cab. P, Pg. 59 P.R.C.C.T. 24' FIRELANE, ACCESS o 45' BUILDING LINE & UTILITY EASEMENT t d. CN 6.2' — — I I I I'llI 15' UTILITY EASEMENT 15' WATER \ I Cab. P, Pg. 59 EASEMENT \�� f VARIABLE WIDTH C_ I I I WATER 5— 112 IRF — — 15.00' Va_ EASEMENT 43.04' 34.68' — JPH LS I S 15.00' 21.56' — N 88� 3'28 W — > 80. 06' IRS CITY OF ANNA 25' COMMON AREA DEDICATION — Cab. P, Pg. 59 — P.R.C.C.T. 121.2' STATE OF TEXAS 0.085 Ac. (Parcel 28) Doc. No. 20130201000147700 D.R.C.C.T. JOHV C. FARRIS SURVEY Abstract No. 331 J. SCHLUTER SURVEY Abstract No. 856 W. WHITE STREET (F.M. ROAD 455) (Variable Width Right -of -Way) Approved this day of Mayor, City of Anna, Texas City Secretary, City of Anna, Texas 2020. OWNER'S CERTIFICATE STATE OF TEXAS )( COUNTY OF COLLIN)( WHEREAS, AMON BRIAN ROPER is the owner of that certain tract of land situated in the City of Anna, in the John C. Farris Survey, Abstract No. 331 of Collin County, Texas and being the remainder of that certain called 2.00 acre tract described in a Special Warranty Deed to Amon Brian Roper, dated April 21, 2004 and recorded in Volume 5660, Page 2013, Deed Records, Collin County, Texas (D.R.C.C.T.) and said remaining parcel being more particularly described by metes & bounds as follows: BEGINNING at a 3/4 inch iron rod found at the northeast corner of the above described 2.00 acre Roper tract and same being the southeast corner of Lot 8, Block D of West Crossing, Phase 1, an addition to the City of Anna, according to the plat thereof, recorded in Document No. 20060123010000130, Plat Records, Collin County, Texas (P.R.C.C.T.) and same being on the west line of Lot 6, Block E of Willow Creek Addition, Phase 1, an addition to the City of Anna, according to the plat thereof, recorded in Cabinet P, Page 405, P.R.C.C.T.; THENCE: South 01 deg. 51 min. 51 sec. West (Reference Bearing), along the common line of said 2.00 acre Roper tract and Block E, at 289.54 feet, passing a 1/2 inch iron rod, topped with a plastic cap, stamped "LT", found for the southwest corner of said Lot 3, Block E of Willow Creek Addition, Phase 1, and the northwest corner of Lot 1, Block F of Willow Creek Addition, Phase 1A, an addition to the City of Anna, according to the plat thereof, recorded in Cabinet P, Page 59, P.R.C.C.T. and continuing with the common line of said 2.00 acre Roper tract and Block F, at 459.31 feet, passing a 1/2 inch iron rod, topped with a plastic cap, stamped "JPH LS", found for the southwest corner of said Block F and continuing for a total distance of 463.26 feet to a 1/2 inch iron rod, topped with a plastic cap, stamped "RPLS 4701", set for the southeast corner of this tract, on the north right-of-way line of W. White Street (a.k.a. F.M. Highway 455) as described in an Agreed Judgement, recorded in Document No. 20130201000147700, D.R.C.C.T.; THENCE: North 88 deg. 13 min. 28 sec. West, along the north right-of-way line of said W. White Street, a distance of 180.06 feet to a 1/2 inch iron rod, topped with a plastic cap, stamped 'RPLS 4701", set for the southwest corner of this tract and same being the east line of that certain tract of land described as "Tract 1" in a deed to Gatlin Denton Partnership, L.P., recorded in Document No. 20120104000010030, D.R.C.C.T.; THENCE: North 01 deg. 52 min. 17 sec. East, along the common line of said Roper and Gatlin Denton tracts, a distance of 463.29 feet to a 1/2 inch iron rod, topped with a plastic cap, stamped 'RPLS 4701", set for the northwest corner of this tract, the northeast corner of said Gatlin Denton tract and same being on the south line of the above described Lot 7, Block D of West Crossing, Phase 1; THENCE: South 88 deg. 12 min. 54 sec. East, along the common line of said Roper tract and Block D, a distance of 180.00 feet to the POINT OF BEGINNING and containing 83,404 square feet or 1.915 acres of land. DEDICATION STATE OF TEXAS )( COUNTY OF COLLIN )( NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS, AMON BRIAN ROPER, does hereby adopt this plat designating the herein above described property as B. ROPER ADDITION, LOT 1, BLOCK A, being 1.915 acres of land consisting of a called 2.00 acre tract as described in a deed to Amon Brian Roper, recorded in Volume 5660, Page 2013 of the Deed Records of Collin County, Texas (D.R.C.C.T.), do hereby dedicate to the public use forever, the streets and easements shown hereon for the purpose as indicated. The Firelane, Drainage, Mutual Access and Utility Easement being hereby dedicated for the mutual use and accommodation of the City of Anna and all public utilities desiring to use or using same. All and any public utility and the City of Anna shall have the right to remove and keep removed all or parts of any building, fences, shrubs, trees, or other improvements or growths, which in any way, endanger or interfere with the construction, maintenance or efficiency of its respective systems on said easements, and the City of Anna and all public utilities shall, at all times, have the full right of ingress and egress to or from and upon said 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. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Anna, Texas. WITNESS MY HAND in COLLIN COUNTY, TEXAS, this the day of BRIAN ROPER Owner 2020. STATE OF TEXAS )( COUNTY OF COLLIN )( BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared BRIAN ROPER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same in the capacity therein stated and for the purposes and considerations therein expressed. WITNESS MY HAND AND SEAL OF OFFICE, this the day of Notary Public, State of Texas SURVEYORS' CERTIFICATE 2020. That I, Lawrence H. Ringley, do hereby certify that I have prepared this plat and the field notes shown hereon from an on the ground survey of the land, and this plat is a true, correct and accurate representation of the physical evidence found at the time of the survey; that the corner monuments shown hereon were found and/or placed under my personal supervision. This plat was prepared in accordance with the platting rules and regulations of the City of Anna, Texas. DATED this the day of , 2020. RNAL PLAT RELEASED 2/18/20 FOR REVIEW PURPOSES ONLY. THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. Lawrence H. Ringley, R.P.L.S. State of Texas, No. 4701 STATE OF TEXAS )( COUNTY OF COLLIN)( BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared LAWRENCE H. RINGLEY, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same in the capacity therein stated and for the purposes and considerations therein expressed. WITNESS MY HAND AND SEAL OF OFFICE, this the day of , 2020. Notary Public, State of Texas n TATA T 171 T) BRIAN ROPER P.O. Box 576 McKinney, TX 75070 214-585-7020 SURVEYOR RINGLEY & ASSOCIATES, INC. 701 S. Tennessee Street McKinney, Texas 75069 LHR@Ringley.com 972-542-1266 FINAL PLAT B. ROPER ADDITION LOT 1, BLOCK A 1.915 Acres situated in the John C. Farris Survey, Abstract No. 331 City of Anna Collin County, Texas THE CITY OE Anna AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Shadowbend PH-1,Final Plat. Applicant: Pape —Dawson Engineers SUMMARY: 220 SF-72 Single -Family Residences lots and nine HOA lots on 57.6± acres located on the north side of Rosamond Parkway, 1,147± feet west from S. Powell Parkway (State Highway 5). Zoned Planned Development-797-2018. STAFF RECOMMENDATION: Recommended for approval as submitted. ATTACHMENTS: Description Locator Exhibit A Upload Date Type 2/19/2020 Exhibit 2/27/2020 Exhibit Final Plat- Shadowbend Phase 1 O� Z PpRK`pVE ._ O 2 'N - DLAND ST MEADOW VIEW LN �z WOO > O _ MEADOW_ LARK LN G — MEADOW.RIDGE DR 0 INDIAN CREEK } i 0 V w m ss ~ a 4 E. .GROVE � WlROSAMOND PKWY � E ROSAMOND PKWY i " co THE CITY OF N Afth,�..uj Proposed Site I City Limits _ Parcels 16,mi� ETJ 0 250 500 1,000 Feet February 2020 z m 9 8 7 6 5 4 3 2 1 00 8 7 6 5 4 3 2 1 C 10 0 00 < 9 8 7 6 5 4 3 2 1 3 0 m A z � G G m MEADOW RIDGE DRIVE m MEADOW RIDGE DRIVE 4 MEADOW RIDGE ESTATES PHASE 2 MEADOW RIDGE ESTATES PHASE 1 VOL. R, PG. 196 VOL. P, PG. 63 16 15 14 13 12 11 10 P.R.C.C.T. 6 5 4 3 2 1 10 9 8 P.R.C.C.T. 3 2 1 5 9 8 7 7 6 5 4 25.31 s s (PD) S88'3 '36"E 1721.90' (CM) (PD) (C ) (CM) (CM) 101.78'—90.50- 62.00- 62.00 62.00'94.28'—95.44- 73.39--95.74'-53.00' 52.00 52.00'-62.00' LLJ 62.00'- 52.00' 52.00' 52.00'-52.00' 52.00'- 52.00' 52.00' 52.00'--52.00' 64.51'- 95.96' ��, 15 BSL � } 15' BSL 0 \ '002 0 0 0 0 0- O W D o Oo 0 W 3 �� W 0 O o 0 0 0 0 0 0 0 o W o N W W W W N N O 2 > W W W O. I- W W W W W W W W W W W N 0 GRID N 7186633.799 � N O 0 o o 0 n� M o `� r> 5 N N o o o O N $� o N o o o o o o o o o o 0 24 "' -?'cr 22 No 21 NO 20 NO 19 NO 18 � N0i 6 M ri 4 NO 3 NO 2 NO 1 F > M 34 NO 33 NO 32 NO 31 NO 30 NO 29 NO 28 NO 27 NO 26 NO 25 NO 23 „<v O �- 7,717 SF M r 7,254 M r 7,254 M r 7,254 "� r 7,857 SF N �' ' 7,113 SF ;� o i� r i� r i� r M > I ^ O M r i7 ^ i7 ^ i7 ^ i7 ^ M r M ri 084 SI M r 6,084 M r 6,084 M r 6,320 ^ 0 9.036 SF 'yy , \ 2 23 ry 17 Z CP 6,074 N 6,084 N 6,084 N 7,2.4 N N 7,254 N 6,084 N 6,084 N 6,084 N 6,084 N 6,084 N 6,084 nl SF 0 \ GRID E 2561728.443 F 12674 SF SF SF SF _ = 6 N. -z SF SF SF SF N �w z SF SF SF SF SF SF SF SF SF �Z 0g a z z z z 13,210 SF i z z z z z z z z z z z z z R1 tij• 0+ \\ 4 L44 11,672 SF / 25' BSL_ _ L43 \ 25' BSL % _ 25' BSL L Q o y61/2035 / C210 - - 10' UE C209 10• 5Q 1 1j /JF,, �C202 C201 - 10' UE 1 Y 1 $ - - - 10' UE - - - - G11 C)6 � c, 0 4S3 GL° 62.00' 62.00' 62.00' 020GF 6$A8 w M N66. 4'S9� o p� 34.42' 22.00' 52.00' 62.00 C7 62co I.00' 52.00' 52.00' 52.00'--52.00' 52.00' 52.00' 52.00' 52.00'--52.00' O 7,595 SF n 2w x G�9 S88'36'36"E 192.58' cRS 6 N 11Ayg N in 0202" ^��GhO S88'36'36"E 200.42' S88'36'36"E 541.32' L37 O) 2W s \ o # .yp LAYLAND DRIVE L61 M _ N88'36'36"W 336.87' EMMA DRIVE N88'36'36"W 274.00' a 61 C' \ 24 N GL _ -� �'� 0 6,736 SF 0 z 0 6,734 SF o R50 O -� N88'36'36"W 271.13' 50' RIGHT-OF-WAY - - Ft50 wl N 121 �0 0 Oo\\Am 7,752 SF I U R50' 0 50 N8836'36'W A214.00' ! 2� v cNi G�y`l'1 N88'36'36"W 548.00' 000 S88'36'36"E 217.10' l�2i6 21 \ °L �O L ao w 72 82 SF wad P LGI HOMES — TEXAS LLC INSTRUMENT NO. 20190820001009780 D.R.C.C.T. 108.87 N 88'36' 36"W \ 0 0 25 C213 0 04 7,206 SFCID N LID 117.00' N88-36'36"W 0 0 26 o m 7,254 SF 0 117.00' N88'36'36"W O c� O 7,254 SF �i a 3 r.�to O 117.00' 0 1 00 N88'36'36"W W o 0 0 28 m 1 o Z W m 7,254 SF , � Z x N Q 117.00' m W m It *4 N88'36'36"W o N0 0 29 0 004 ) c�T m 7,254 SF of M O cO Z 117.00' (O N88-36'36"W W 3 N O O 30 O V)N 04 7,254 SF Cl b E;117.00' z V) N88'36'36"W ci 0 Q 31 o m 7,254 SF CNI to 0 117.00' N88'36'36"W � 0 Q 32 o 3 CD 7,254 SF E N 117.00' N N88-36'36"W m 0 33 cj 7.254 SF n1 CD (D 117.00' to N88'36'36"W HOA LOT 0 O 34 0 BLOCK H CD 7,254 SF 1 � LO 1 X 117.00' 15 BSL) 1 10' U E (PD) 107.00' 15' BSL 107.00' 10' UE- 0 N 11 8,374 SF 10 00 * 8,374 SF 0 N W N n to 117.00' O S88'36'36"E N88'36'36"W 117.00' 0 12 O 7,254 SF o O 9 7,254 SF 0 m 04 04 to 117.00' S88'36'36"E N88-36'36"W 117.00' 0 13 O 7,----. o O 8 7,254 SF 0 0 c� 117.00' S88'36'36"E N88'36'36"W 117.00' 0 14 O 7,254 SF o O 7 7,254 SF 0 j W w to 0 117.00' S88'36'36"E DL N88'36'36"W 117.00' o I 0 15 O 7,254 SF o O 8 7,254 SF 0 m c 04 1to 17.00' S88'36'36"E N88-36'36"W 117.00' (n 0 J m 16 O 7,254 SF o O 5 7,254 SF m - 0 N c in to N 117.00' S88-3636E N88'36'36"W 117.00' 0 17 O 7.254 SF o O 4 7,254 SF 0 CN � 04 to 117.00' S88'36'36"E N88'36'36"W 117.00' 0 18 O 7,254 SF o O 3 7,254 SF 0 m � 04 to 117.00' S88'36'36"E N88'36'36"W 117.00' 0 19 O 7,254 SF o O 2 7,254 SF 0 CN 0 04 '0 117.00' S88'36'36"E N88'36'36"W 0 117.00' 20 Q O c� Q 1 0 0 04 7,254 SF m 7,254 SF 04 m W 117.00' � 15' BSL O- 117.00 ' 10.00 S88 36 36 E 108.65 R 61.00'- _52.00' 52.00' 52.00'.-52.00' 52.00'- .52.00' 52.00' 52.00'- 71.00' 0 0 113.55' 3 103.55' �\ 7 / 108.65' N88'36'36"W\ F _ 10' UE ,mj �M 0 10' UE-0 �- 15' BS�� U 61 A82ti \ a �Oo.� 0 15 0 8 0 - - - - - 25' BSL - - - - - - 1 1 M M 9 ro N 1506 Q O. a lJ. ) y C206 C205 00 3 � I 8 Ni 7210 SF G 0) 0 0 rn 3 3 3 3 3 3 3 3 3 Q N Q 20 0 6,033 SF �i 6,033 SF w N Co A co 7,426 SF O y o m o o� o� o� o� o� o� o� o� ono �` O O 1 O N 2 O N 3 O N 4 O N 5 O N 6 O N 7 O N 6 O N 9 O N 1U M N �y O 8,126 SF S88'36'36"E 117.00' o S88-36'36"E 122.15' v C73 8,257 SF r M 6,084 r M 6,084 r M 6,084 r M 6,084 r M 6,084 r M 6,084 r M 6,084 r M 6,084 r M 8,329 SF N v J A 117.00' N88'36'36"W r N N N N N N N N N i7 lA n 1' O \ 2 o_ SF SF SF SF SF SF SF SF N o 0 113.55' 0, N88'38'23"W 0� 6 O- O O w m O W O 0 c0 !n M (T m O 52 \ rn o 14 0 9 rnv0 c6 '24 6,084 SF 0 �i 0 6,084 SF m 7 (2 Co ^ 0 0 0 0 0 0 0 0 0 E o 0 7 0 j rn Q 10 ` \ 10 0 \> N 8,439 SF o m o N m o N o N z N 6,955 SF 7,451 SF NN S88'36'36"E 117.00' N N 71.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 73.01' v E Ri 32.43' 1 \G \ 26* r' 3 117.00' N88'36'36"W w 3 01 51" 12 48 0 \ \u% 117.00 11 129.45' 122.61' 37.44' 153.50' N11'42 � 118 1„W \ y� A O n, �� �, C\61162 k8 0 0.\\LP O O O N O M n C� n 19' to 3 \> t? 0� >. < 3 0 13 0 10 0 0 y I�c� 111• 5.41' o� N N M O 35 O n > O w i .O 51 N O n 18 \ \' N N L0 6,084 SF L0 6,084 SF L0 N ;� 6,084 SF M 0 > Q 11 ,Nj, C0 n 6 0 <� 11 G0 ONi 8,346 SF M S88'36'36"E 117.00' o ? °� > p 11,267 SF 7,003 SF 7,114 SF o o w S88'36'36"E N a o �� \ S Q ��� 1,�k2 No m 117.00' F N88-36'36"W 0 z 117.00' o 0 20 01 o r w k82A g1 < L N6 662 0 m o 12 0 11 0 0 m 0 21 W 9,340 sF n Lo >z 13 o N61' 6a N 11� W ca o 15 17 \ cNo 7,254 Sr0 0 1 04 �, O 34 O ,1, 16 13,013 SF rn ry �M 1¢3' 1"W Nw <� wo+. 115. 00- 1'h82 \ O \ 2 E \ 1 nj �i 6,084 SF ni O. 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O r 8,307 SF N r 6,085 N n 6.675 p p �Z / G�` `L G1 4 ww 'O 6 R� •C9 w NO+wa. m v, 117.00' N88'36'36"W m 0 z SF z SF i G\g G12 / �N >> s,a22 o m o o 0 �• C159�- o 20 0 5 rn o 1 _ 25' BSL , �6 0 •o SF 15 56 52• < M N in 6,084 SF 04 6,084 SF m �i Q 9 p / n N ,n n n 10' UE G19 r'� 2� �> 6,422 '-0, 0 - � q$2A / 18'�� 200 0 NN G2 HOA LOT 3 S88'36'36"E 117.00' N 71.00' 52.00' 20. 9' C200 GA1G22� 0 C167 2, SF +_ , 61 5 > % �O/ 3S 3 BLOCK B 1 �j 'O 01 / N J 0 a LOT 1 X 117.00' N88'36'36"W m S88'36'36"E 143.69' G1 6 CP o. G1 1.q$2 - 2 4 Q NN 7 •� u o. a cN o 0 0 '? N88'36'36"W 168 69' >p 2� �- 6 218 A, N6 5 > 6,076 N. / 0.350 AC. M o 19 0 6 o m 6" ~�... g1 2� 1 / S� x. SF s 6 >. SF <^ V_ 'V N 6,084 SF cl 0 6,084 SF �i G G11 5 0 N0`. 00. 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M s,oaa M 6,345 m s,s3o o. 4 �E N 2 , �,, / �E �E 5 HOA LOT 219.40' N N N N IO N. 0, p / J — y^, N w 7,605 SF SF N � SF 10 1 i > 6,112 CO, 10 Op �� q.8 Zg9� 20 2 > 8 BLOCK F S88'36'36' E 248.50'50' RIGHT-OF-WAY ry M 0 SF `r 0 11' 4 A >- < 2• �i 61„ 5 N LOT 1X (PD) U M N z z Q z G1 2 9 1 Na C82 5 G ( 4 V,ul PD •. U ` 8,705 SF 0 4 / C' ! ! A. >. w SF 1 S O W N W / r 0.027 AC N88'36'36"W 213.29' 0 Gh N o 1 C177 C1 / r. S 6 7,308 SF 0' 1• ` > o D 13 0 / P,A82 0� / 2 4 i (PD) 62.00' 52.00'.-52.00' 47.29' S G� V�' `' 1,170 SF ,gyp h m � 10.01 � ?> F\ F� 1 52• L9 L HOA LOT 65.00'--52.00' 26.69' / �C80 R 0 60 Z N> 06,442 u _ _ 10' UE / _C175— / C36 / / s s \� P \G 0 > O C214 C215i 4 O S. 18 12 0 2• > 6,460 1 25' BSL BLOCK D G226 22' 33 5 50 �� 11 NN. SF O 3 3 3 3 - LOT 1X HOA LOT C15 1 �• 61�3 g390 G2 00 1 / Z % w F, PD S88'36'36"E 143.69' n ✓ 2• > 6,477 + ( ) o N 0.175 AC. 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C.C.T. M 71.00'— .55.00' 55.00' 55.00' 55.00' 55.00' n 52.00' 52.00' 52.00' C138 L6 J 10' UE J 1 © L42 10' UE Z \ \ �S3S gSsr �p� �<(/ Q C97 18 w L5 (Po)L4 D) 1 W w 25' BSLw w W - 1 0 0 42 W W W 25' BSL3 czn 37 -1 8,039 SF \c>,c 4 919� ��' Q. �� O 116682 SFQ o s,oea 41 39 m o 38 N s,32a 0 C�' \ Q/ ° o \N 2 4 0 60 50 4 �0 30 20 100 40o 6 6 c, O N O N O N O N O N O r N O 6,084 N O 6,084 N O 6,299 6,324 O Ua O (i. \ 6 / C.1 /� 010 8,307 - 6,435 6,435 6,435 6,435 6,435 � SF iv cn SF w cn SF "� n n n n SF SF M SF a SF rn Q n m M SF M SF M SF M SF M SF nl ;� ;� w> n> 12,163 SF �Q- �O 19 6 k' L3 z z z z z O z z z Z 0 cj NNO �� \ / GAO V O p^, �' 116,430 SF N 0 c� C120 C1 \ ro h N 0; 5' WALL EASEMENT & 729.90 729.90 729.90 729.90 729.90 I I I 729.70 729.70 729.70 L41 C125 C126 C12a C12g \\ 1 G`D GCy"0 G 5630 491 GO01 MAINTENANCE AGREEMENT SAVE AND EXCEPT 71.00' 55.00' 55.00' 55.00' 55.00'--55.00' v 52.00' 52.00'- 52.00' C119 C121 O ' i © � / 20 2 � ,Vry O.P.R.T.C.T. APPROXIMATELY LOCATION OF N 0 ! 6,438 SF CRAIG CURRY 29.5� 100 YEAR FEMA FLOODPLAIN (pp) L2 (pp) 22�4+ 0' v �883636"E- 729 70 CP �'�'> •.O iy 17 0 ( °) EFFECTIVE ZONE AE PER 150.07 L62 Q N� 35 �� ! / G SO. ss6 ry/ FRISCO PLATINUM 4S&C, LP (29.5�) LOMR CASE N0. 17-06-1736P rn 3 0 N N. < 21 o3a o` BUXTON PARTNERS. LTD. (11.5%) DATED APRIL 16, 2018 CU c- W I 0 U w `� Ay 1 S� ,�o`' 6,442 SF INSTRUMENT NO. 20160519000615390 / ' MASONRY 0 rn N > 7,084 N. SCREENING N 31 ,� 1 rn 33 N SF F tiR �6' MASONRY SCREENING �/ / Q M 4 6,282 32 7409 > rn, / 55 /�O / S• G O.P.R.C.C.T. 15' DRAINAGE EASEMENT WALL Q /J WALL N N 7,910 SF / G1 \, ��Op 6- Off/ ZONED AG BY SEPARATE INSTRUMENT N / = o / m ? I - SF m gSC 1d ljE G26 G`p �� 6,4as SF R/y Gam/ MASONRY SCREENING W LL 0 " h C124 25 � G130 C79 / �9 6 A C118� og srS, moo, 0 FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) 4- /b C? J� Cl 23 _G121 G22 15.00' c� / 23 o�y ob INSTRUMENT NO. 20170207000173060 Z o C122 30 2r, ��� >>s s,a52 SF G1 O.P.R.C.C.T. / N85'476.30 o C23 _ C2 G110.�N < rn. 2422s6 0 pg ZONED AG M O U N 11 A\ d\ �i9. 6,549 SF 0 HOA C0 0 L52 C1 0 • �Z \\ ( Z DRAINAGE LEASMENT / OT O Ci DRAINAGEHOA LEASMENT �p G25 113 G112, / Z >F\ \t> 0 11 (PD) \ PD BLOCK C _ N > < R \ BLOCK B o, 25 1 y >� 0 92g 26.08' LOT 1X ow LOT 2X 25.54' 1N C116 25 BSC? N-'gyp 6,520 > O I'1 S89'36'44"E 81.24' v 1.964 AC. / v 0 2.862 AC. C11j G� P N 26 O O_ SF 85,548 SF // J 124,689 SF fO iv 3 Co 68Q77j1N 4 _15 0, 15.00' '0SF 00 7,630 2428 N89'364"W n100-YR WSEL 100-YR WSEL 30 29 9F9 SF 79.6' co(PD) 6,5,FMS SF N o ♦ r m aw (PD) N88'41 02 W 986.01 FOUND 1/2" IRON ROD WITH GRID N 7184916.139 ROSAMOND PARKWAY — YELLOW CAP STAMPED "PAPE DAWSON" GRID E 2562888.815 VOL.2006, PG. 326 PRCCT S Ift EXHIBIT A 1 of 2 ,L_ LOT 2 ANNA ISD PARK ADDITION VOL. 2006, PG. 326 P.R.C.C.T. LOT 1 ANNA ISD PARK ADDITION VOL. 2006, PG. 326 P.R.C.C.T. PD 797-2018 DEVELOPMENT STANDARDS LOT TYPE A LOT TPE B LOT TYPE C LOT TYPE SYMBOLS MIN. LOT AREA 6,000 SF 7,200 SF 8,400 SF MIN. LOT WIDTH 52' 62' 70' MIN. LOT DEPTH 110, 110, 110, MIN. FRONT YARD 25' 25' 25' MIN. SIDE YARD 6' 6' 6' MIN. SIDE YARD STREET 15' 15' 15' MIN. REAR YARD 20' 20' 20' MIN DWELLING SIZE 1,600 SF 1,800 SF 2,000 SF MIN. LOT COVERAGE 55% 50% 45% NUMBER OF LOTS 154 64 2 PR OSE RIGHT-OF-WAY LINE PER :'ARC 274 AS SHOWN IN NOTICE OF L PENDENS, RECORDED IN NSTRU NT N0. 201906603000626360 O.P.R.C.C.T. 20' WAT & SEWER EA EMENT VOL, 4800, PG 1688 R.P.R.C.C.T. HOA LOT BLOCK A LOT 1 X 0.622 AC. 27,105 SF (PD)\\\ 15' WAT EASEMENT VOL. 480 , PG 1693 \\ R.P.R.C.C. 61.80' \\ \ LINE TABLE LINE TABLE LINE # BEARING LENGTH LINE # BEARING LENGTH L1 N36'54'17"E 120.38' L41 S88'36'36"E 6.03' L2 N88'36'36"W 120.00' L42 S88'36'36"E 6.03' L3 N1'23'24"E 96.50' L43 S88'36'36"E 2.01' L4 N88'36'36"W 50.00' L44 S88'36'36"E 4.57' L5 N1'23'24"E 20.50' L45 S1'23'24"W 19.68' L6 14883636W 20.50 L46 S1'23'24"W 142.00' L7 N1'23'24"E 50.00' L47 N67'48'24"E 9.21' L8 S88'36'36"E 20.50' L48 N22'11'36"W 165.63' L9 N88'36'36"W 20.50' L49 S33'39'47"E 30.00' L10 N1'23'26"E 50.00' L50 S88'36'36"E 58.49' L11 N88'36'36"W 96.50' L51 S36'12'59"E 34.74' L12 S6'10'44"E 29.75' L52 N88'36'36"W 18.87' L13 S1'23'24"W 83.80' L53 N34'50'55"W 84.45' L14 N47'23'40"W 15.04' L54 S70'46'45"W 107.77' L15 N6'10'44"W 42.41' L55 S22'11'36"E 25.00' L16 N51'57'44"E 64.19' L56 S88'36'36"E 142.03' L17 S1'23'24"W 44.43' L57 N1'23'24"E 79.15' L18 SO'12'34"E 48.32' L58 S1'23'24"W 45.50' L19 S1'23'24"W 54AV L59 S88'36'36"E 45.50' L20 N57'59'05"W 14.24' L60 S88'36'36"E 45.50' L21 S34-50'55"E 59.69' L61 S88-36'36"E 213.00' L22 S79'13'41"W 63.00' L62 S88'36'36"E 11.96, L23 S36'12'59"E 9.06' L63 N20'59'04"W 48.81' L24 S88'36'36"E 33.49' L64 N20'59'04"W 42.55' L25 N33'39'47"W 5.39' L65 N16'49'20"E 44.02' L26 N33'39'47"W 5.39' L66 N36'18'49"E 54.31' L27 S46'23'24"W 14.14' L67 N70'52'22"E 62.22' L28 S88'36'36"E 20.50' L68 N20'59'04"W 48.09' L29 S46'23'24"W 14.14' L69 S75'36'12"W 45.13' L30 N43'36'36"W 14.14' L70 S1'45'27"W 36.31' L31 N46'23'24"E 14.14' L71 N51'57'44"E 15.68' L32 S1'23'24"W 20.50' L72 S21'07'39"E 54.50' L33 N1'23'24"E 54.15' L73 N21'07'39"W 45.82' L34 N33*19'09"E 56.10' L74 N51'57'44"E 20.44' L35 S1'23'24"W 44.53' L75 N67'48'24"E 1.88' L36 S18'20'25"E 17.20' L76 N51'57'44"E 13.64' L37 S88'36'36"E 11.32' L77 S22'11'36"E 41.88' L38 N67'21'30"E 2.75' L78 N22'11'36"W 42.60' L39 N67'48'24"E 11.30' L79 N28'26'49"W 115.38' L40 S89'12'45"W 6.00' L80 S28'26'49"E 114.54' \\ �1 `1 11 �1 II �1 �1 �I �I DEVELOPER / OWNER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR, SUITE 430 THE WOODLANDS, TX 77380 (281) 210-5484 ELAINE.TORRES@LGIHOMES.COM POINT OF 09 COMMENCING FOUND 1/2" IRON ROD SURVEYOR: PAPE-DAWSON ENGINEERS, INC. 5700 W. PLANO PARKWAY, SUITE 2500 PLANO, TEXAS 75093 TEL: (214) 420-8494 TBPLS FIRM NO. 10194390 DATE OF PREPARATION: FEBRUARY 24, 2020 SIT W. COLLIN COUNTY CITY OF ,ANNA LOCATION MAP NOT —TO —SCALE SCALE: 1 "= 100' 0' 100' 200' 300, AC ACRE(S) VOL VOLUME AB ARBITRARY PG PAGE(S) W BLOCK (PUD) PLANNED UNIT BSL BUILDING SETBACK LINE DEVELOPMENT CATV CABLE TELEVISION PR PRIVATE CB COUNTY BLOCK RB RADIAL BEARING OPRCCT OPEN PUBLIC RECORDS ROW RIGHT-OF-WAY COLLIN COUNTY, TEXAS RW RECYCLED WATER DRCCT DEED RECORDS COLLIN SD STORM DRAINAGE COUNTY, TEXAS SG SIGNAGE DOC DOCUMENT NUMBER SS SANITARY SEWER PRCCT PLAT RECORDS COLLIN TA TURNAROUND COUNTY, TEXAS TELE TELEPHONE DR DEED RECORDS OF BEXAR VAR WID VARIABLE WIDTH COUNTY, TEXAS VNAE VEHICULAR NON -ACCESS ELEC ELECTRIC EASEMENT (NOT -TO -SCALE) ESMT EASEMENT W WATER ETJ EXTRATERRITORIAL JURISDICTION REPETITIVE BEARING FIFE FINISHED FLOOR ELEVATION AND/OR DISTANCE UE UTILITY EASEMENT e SIDEWALK CONSTRUCTED GETCTV GAS, ELECTRIC, TELEPHONE WITH A PASSING SPACE AND CABLE TELEVISION FOUND 1/2" IRON ROD IN/EG INGRESS/EGRESS (SURVEYOR) (UNLESS NOTED OTHERWISE) INT INTERSECTION SET ROD MAP AND PLAT RECORDS OF D SET11/2"IRON IRON ROD(PD)-ROWMPRCCT COMAL COUNTY, TEXAS (TYPE I, ® FOUND TxDOT NCB NEW CITY BLOCK II OR III) MONUMENTATION OHE OVERHEAD ELECTRIC ® FOUND MONUMENTATION ZERO LOT LINE 134 DENOTES ADDRESS OF LOT 1234.56 MINIMUM FINISHED FLOOR ELEVATION EFFECTIVE (EXISTING) FEMA 1%ANNUAL CHANCE (100-YR) FLOODPLAIN — - EFFECTIVE (EXISTING) FEMA 0.2% ANNUAL CHANCE (500-YR) FLOODPLAIN PROPOSED FEMA 1%ANNUAL CHANCE (100-YR) FLOODPLAIN Z 1%ANNUAL CHANCE (100-YR) FUTURE CONDITIONS FLOODPLAIN ORIGINAL SURVEY/COUNTY LINE z LAND TIE/HOOK $ CENTERLINE O25 VISIBILITY, ACCESS AND MAINTENANCE EASEMENT (VAM) SIDEWALK EASEMENT (SWE) O 15' WATERLINE EASEMENT TO THE CITY OF ANNA O I S SANITARY SEWER EASEMENT TO THE CITY OF ANNA O 5WALL MAINTENANCE EASEMENT TO H.O.A. O IS DRAINAGE EASEMENT TO THE CITY OF ANNA O 5PRIVATE DRAINAGE EASEMENT FINAL PLAT OF SHADOWBEND, PH-1 LOTS 1-34, 1 X, BLOCK A; LOTS 1-42, 2X, BLOCK B; LOTS 1-12, 1 X, BLOCK C; LOTS 1-13, 1 X, BLOCK D; LOTS 1-35, BLOCK E; LOTS 1-34, 1 X, BLOCK F; LOTS 1-24, 1 X, BLOCK G; LOTS 1-20, 1 X, BLOCK H; LOTS 1-6, 1 X, BLOCK I. BEING A 57.64 ACRES SITUATED IN THE J C BRANTLEY, ABSTRACT NUMBER 114 IN THE CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPMENT (ORDINANCE 797-2018) 154 TYPE "A" RESIDENTIAL LOTS 64 TYPE "B" RESIDENTIAL LOTS 2 TYPE "C" RESIDENTIAL LOTS 9 COMMON AREA LOTS PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONI O I AUSTI N I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 SHEET 1 OF 2 CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 629.07' 15'09'39" S74'56'01"W 165.97' 166.46' C2 630.21' 43'49'37" S31'10'35"W 470.39' 482.06' C3 25.00' 4418'02" N11'54'24"W 18.85' 19.33' C4 50.00' 276'05'31" S52'11'51"W 66.85' 240.94' C5 25.00' 52'56'46" S59'22'31"E 22.29' 23.10' C6 350.00' 26'43'24" S19'32'26"E 161.77' 163,24' C7 50.00' 177'22'52" S47'23'40"E 99.97' 154.79' C8 225.00' 23'35'00" S10'24'06"E 91.96' 92.61' C9 400.00' 27'52'41" N20'07'05"W 192.71' 194.63' C10 50.00' 250'31'44" S57'27'28"E 81.65' 218.63' C11 25.00' 70'31'44" N32'32'32"E 28.87' 30.77' C12 975.00' 2'58'21" N6917'34"E 50.58' 50.58' C13 275.00' 10'24'42" S29'38'34"E 49.90' 49.97' C14 575.00' 12'29'33" S61'33'37"W 125.12' 125.37' C15 50.00' 58'21'40" N62'34'37"E 48.76' 50.93' C16 50.00' 80'53'30" S6'58'38"W 64.87' 70.59' C17 360.00' 12'52'04" S7'49'26"W 80.68' 80.85' C18 375.00' 5'42'04" S24'16'29"W 37.30' 37.31' C19 525.00' 25'44'07" S14'15'27"W 233.84' 235.81' C20 825.00' 13'36'48" S84'35'00"W 195.56' 196.02' C21 525.49' 23'07'54" N25'38'04"W 210.71' 212.15' C22 460.00' 29'47'42" N71'47'12"E 236.52' 239.21' C23 25.00' 51'22'27" S67'37'43"E 21.67' 22.42' C24 50.00' 27614'42" NO'03'50"W 66.75' 241.07' C25 25.00' 45'28'44" S64'33'11"W 19.33' 19.84' C26 510.00' 60*35'12" S56'59'57"W 514.52' 539.29' C27 275.00' 40'42'39" S6'21'01"W 191.31' 195.40' C28 1025.00' 2'58'21" S69'17'34"W 53.17' 53.18' C29 225.00' 61'33'16" N4'04'17"W 230.27' 241.72' C30 460.00' 23'57'45" N38'41'13"E 190.98' 192.38' C31 475.00' 21'03'18" S25'41'20"E 173.57' 174.55' C32 50.00' 178*51'17" S59'39'47"E 100.00' 156.08' C33 775.00' 12'38'48" N85'04'00"E 170.72' 171.06' C34 525.00' 33'30'33" S74'38'07"W 302.69' 307.04' C35 625.00' 13'52'21" N60'52'14"E 150.96' 151.33' C36 475.00' 37'27'21" N72'39'43"E 305.02' 310.52' C37 348.00' 37'27'21" S72'39'43"W 223.47' 227.50' C38 752.00' 13'52'21" S60'52'14"W 181.63' 182.07' C39 275.00' 23'35'00" N10'24'06"W 112.39' 113.19' C40 802.00' 9'41'00" N62'57'54"E 135.38' 135.54' C41 350.00' 20'00'32" S23'39'31"E 121.61' 122.23' C42 25.00' 52'56'46" S1249'08"W 22.29' 23.10' C43 50.00' 276'05'31" N81'14'46"E 66.85' 240.94' C44 25.00' 4418'02" N34'38'58"W 18.85' 19.33' C45 400.00' 21'09'50" N23'04'52"W 146.91' 147.75' C46 802.00' 0'36'59" N5414'33"E 8.63 8.63' C47 298.00' 37'27'21" N72'39'43"E 191.36' 194.81' C48 50.00' 179'51'45" S43'36'36"E 100.00' 156.96' C49 50.00' 179'51'45" N46'23'24"E 100.00' 156.96' C50 50.00' 179'51'45" N46'23'24"E 100.00' 156.96' C51 50.00' 179'51'45" S46'23'24"W 100.00' 156.96' C52 475.00' 25'44'07" N14'15'27"E 211.57' 213.35' C53 425.00' 5'42'04" N2416'29"E 42.27' 42.29' C54 440.00 12'52 04 N7'49 26 E 98.6 1' 98.82 C55 225.00' 10'01'13" N17'11'00"W 39.30' 39.35' C56 225.00' 13'33'47" N5'23'30"W 53.14' 53.26' C57 400.00' 1'39'46" S7'00'37"E 11.61' 11.61' C58 400.00' 6'27'53" S11'04'27"E 45.11' 45.13' C59 400.00' 7'35'53" S18'06'20"E 53.01' 53.04' C60 400.00' 7'28'02" S25'38'17"E 52.09' 52.13' C61 400.00' 4'41'07" S31'42'S2"E 32.70' 32.71' C62 25.00' 4418'02" S11'54'24"E 18.85' 19.33' C63 50.00' 1'36'59" S9'26'07"W 1.41' 1.41' C64 50.00' 63'20'39" S23'02'43"E 52.51' 55.28' C65 50.00' 33'31'31" S71'28'48"E 28.84' 29.26' C66 50.00' 68*00'16" NO'36'21 "W 55.92' 59.35' C67 50.00' 5114'25" N6013'42"W 43.24' 44.72' C68 25.00' 52'56'46" N59'22'31"W 22.29' 23.10' C69 565.00' 4'26'41" S65'35'04"W 43.82' 43.83' C70 350.00' 8'36'16" N28'36'00"W 52.51' 52.56' C71 350.00' 8'31'35" N20'02'04"W 52.04' 52.08' C72 350.00' 8'40'23" N11'26'05"W 52.93' 52.98' C73 350.00' 0'55'09" N6'38'19"W 5.61' 5.62' C74 50.00' 31'08'34" N25'43'28"E 26.84' 27.18' C75 50.00' 53'05'40" N16'23'38"W 44.69' 46.33' C76 50.00' 39'29'09" N62'41'03"W 33.78' 34.46' C77 50.00' 53'39'29" S70'44'38"W 45.13' 46.83' C78 565.00' 8'02'42" N59'20'22"E 79.27' 79.33' C79 510.00' 2'40'39" N62'53'30"E 23.83' 23.83' C80 975.00' 1'46'45" S69'53'22"W 30.27' 30.28' C81 565.00' 4'26'41" N65'35'04"E 43.82' 43.83' C82 975.00' 1*11'36" S68'24'12"W 20.31' 20.31' C83 25.00' 25'13'16" S5511'46"W 10.92' 11.00' C84 50.00' 90'30'22" N22'33'13"E 71.02' 78.98' C85 629.07' 0'20'09" S67'31'16"W 3.69' 3.69' C86 629.07' 4'44'28" S70'03'35"W 52.04' 52.06' C87 629.07' 4'46'24" S74'49'01"W 52.39' 52.41' C88 629.07' 5'18'38" S79'51'32"W 58.28' 58.31' C89 1025.00' 1'35'45" N68'36'16"E 28.55' 28.55' C90 275.00' 13*11'31" N7'24'32"W 63.18' 63.32' C91 1025.00' 1'22'36" N70'05'27"E 24.63' 24.63' C92 630.21' 6'25'23" S12'28'28"W 70.61' 70.65' C93 275.00' 9'55'53" N4'09'09"E 47.61' 47.67' C94 630.21' 6'15'04" S18'48'42"W 68.72' 68.76' C95 275.00' 9'55'53" N14'05'02"E 47.61' 47.67' C96 630.21' 6'01'52" S24'57'10"W 66.31' 66.34' C97 510.00' 1'16'33" N27'20'37"E 11.36' 11.36' C98 275.00' 7'39'23" N22'52'40"E 36.72' 36.75' C99 630.21' 5'31'43" S30'43'58"W 60.79' 60.81' C100 510.00' 5'34'18" N30'46'03"E 49.58' 49.59' EXHIBIT A 2 of 2 CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 01 510.00' 5'34'08" N36'20'16"E 49.55' 49.57' Cl 02 630.21' 5'32'20" S36'16'00"W 60.90' 60.92' C103 510.00' 5'34'07" N41'54'23"E 49.55' 49.57' C104 630.21' 5'32'22" S41'48'21"W 60.91' 60.93' C105 510.00' 5'34'06" N47'28'30"E 49.55' 49.56' C106 630.21' 5'32'25" S47'20'45"W 60,92' 60.94' C107 510.00' 5'50'41" N53'10'53"E 52.00' 52.02' C108 630.21' 2'58'26" S51'36'10"W 32.71' 32.71' C109 510.00' 5'26'57" N58'49'42"E 48.49' 48.50' C110 510.00' 5'34'08" N67'00'53"E 49.55' 49.57' C111 510.00' 5'34'08" N72'35'01"E 49.55' 49.57' C112 510.00' 5'34'08" N78'09'10"E 49.55' 49.57' C113 510.00' 5'34'08" N83'43'18"E 49.55' 49.57' C114 50.00' 35'07'56" N59'22'47"E 30.18' 30.66' C115 25.00' 45'28'44" N64'33'11"E 19.33' 19.84' C116 510.00' 0*47'11" N86'53'58"E 7.00' 7.00' C117 50.00' 69'35'08" S68'15'41 "E 57.06' 60.72' C118 50.00' 67'54'20" S81'22'33"W 55.85' 59.26' C119 942.00' 2'37'09" S89'55'11 "E 43.06' 43.06' C120 942.00' 0'28'53" N88'31'49"E 7.91' 7.91' C121 942.00' 2'31'09" N87'01'48"E 41.41' 41.42' Cl 22 460.00' 4*17'20" S84'32'23"W 34.43' 34.43' Cl 23 25.00' 51'22'27" N67'37'43"W 21.67' 22.42' Cl 24 50.00' 22'43'48" N53'18'23"W 19.71' 19.84' Cl 25 942.00' 0'59'10" N85'16'39"E 16.21' 16.21' C126 942.00' 1'48'56" N83'52'36"E 29.85' 29.85' C127 460.00' 8'03'09" S78'22'09"W 64.60' 64.65' C128 942.00' 1'41'22" N82'07'27"E 27.78' 27.78' C129 942.00' 112'44" N80'40'23"E 19.93' 19.93' C130 460.00' 8'03'09" S70'19'00"W 64.60' 64.65' Cl 31 942.00' 3'47'32" N78'10'15"E 62.34' 62.35' C132 525.49' 11'21'58" S31'31'01"E 104.07' 104.24' C133 460.00' 9'24'04" S61'35'24"W 75.39' 75.48' C134 825.00' 3'30'09" N79'31'41"E 50.43' 50.43' C135 525.49' 11'45'56" S19'57'04"E 107.72' 107.91' C136 825.00' 3'30'19" N83'01'55"E 50.46' 50.47' C137 825.00' 3'30'19" N86'32'13"E 50.46' 50.47' C138 825.00' 3'06'01" N89'50'23"E 44.64' 44.64' C139 535.00' 11'11'09" N63'25'22"E 104.28' 104.45' C140 225.00' 3'05'34" S33'18'08"E 12.14' 12.15' Cl 41 225.00' 15'55'18" S23'47'42"E 62.32' 62.52' C142 225.00' 21*37'18" S5'01'24"E 84.40' 84.91' C143 225.00' 20'55'06" S1614'48"W 81.69' 82.15' C144 460.00' 0'33'47" S26'59'15"W 4.52' 4.52' C145 460.00' 8'44'33" S31'38'25"W 70.12' 70.19' C146 460.00' 14'39'24" S43'20'23"W 117.35' 117.67' C147 475.00' 17'05'16" N27'40'21"W 141.14' 141.66' C148 475.00' 3'58'02" N17'08'42"W 32.88' 32.89' C149 50.00' 82'53'54" N11'41'06"W 66.20' 72.34' C150 535.00' 13'31'27" N75'46'40"E 125.99' 126.28' C151 50.00' 59'53'54" N83'04'59"W 49.92' 52.27' C152 535.00' 6'27'37" N85'46'12"E 60.29' 60.32' C153 50.00' 36'03'29" S48'56'19"W 30.95' 31.47' C154 775.00' 2'48'06" S80'08'38"W 37.89' 37.89' C155 775.00' 3'52'55" S83'29'09"W 52.50' 52.51' C156 535.00' 2'23'24" S89'48'18"E 22.31' 22.32' C157 775.00' 3*51'17" S87'21'15"W 52.13' 52.14' C158 775.00' 2'06'31" N89'39'52"W 28.52' 28.52' C159 635.00' 1'21'48" S67'07'30"W 15.11' 15.11' C160 752.00' 1'21'48" N67'07'30"E 17.89' 17.89' C161 635.00' 4'32'05" S64'10'34"W 50.25' 50.26' C162 752.00' 4'32'05" N64'10'34"E 59.50' 59.52' C163 635.00' 4'32'05" S59'38'28"W 50.25' 50.26' C164 752.00' 432'05" N59'38'28"E 59.50' 59.52' C165 635.00' 3'26'22" S55'39'14"W 38.11' 38.12' C166 465.00' 1'37'24" S54'44'45"W 13.17' 13.18' C167 348.00' 1'37'24" N54'44'45'E 9.86' 9.86' C168 752.00' 3'26'22" N55'39'14"E 45.14' 45.14' C169 465.00' 7*59'15" S59'33'05"W 64.77' 64.83' C170 348.00' 7*59'15" N59'33'05"E 48.48' 48.51' C171 465.00' 7*59'15" S67'32'20"W 64.77' 64.83' C172 348.00' 7*59'15" N67'32'20"E 48.48' 48.51' C173 465.00' 7*59'15" S75'31'36"W 64.77' 64.83' C174 348.00' 7'59'15" N75'31'36"E 48.48' 48.51' C175 465.00' 7*59'15" S83'30'51"W 64.77' 64.83' C176 348.00' 7*59'15" N83'30'51"E 48.48' 48.51' C177 465.00' 3'52'55" S8926'56"W 31.50' 31.50' C178 348.00' 3'52'55" N89'26'56"E 23.57' 23.58' C179 275.00' 6'56'06" S2'04'39"E 33.27' 33.29' C180 275.00' 1113'26" S11'09'26"E 53.78' 53.87' C181 275.00' 5'25'27" S19'28'52"E 26.02' 26.03' C182 802.00' 1'09'53" S67'13'27"W 16.30' 16.30' C183 802.00' 3*43'15" S64'46'53"W 52.07' 52.08' C184 802.00' 4'47'52" S60'31'20"W 67.14' 67.16' C185 350.00' 20'00'32" N23'39'31"W 121.61' 122.23' C186 25.00' 3'40'04" N11'49'13"W 1.60' 1.60' C187 25.00' 49'16'42" N14'39'11"E 20.85' 21.50' C188 50.00' 60'52'08" N8'51'28"E 50.66' 53.12' C189 50.00' 39'43'30" N41'26'21"W 33.98' 34.67' C190 50.00' 39'43'30" N81'09'51"W 33.98' 34.67' C191 50.00' 39'43'30" S59'06'38"W 33.98' 34.67' C192 50.00' 39'43'30" S19'23'08"W 33.98' 34.67' C193 50.00' 5619'22" S28'38'18"E 47.20' 49.15' C194 25.00' 6'41'00" S53'27'29"E 2.91' 2.92' C195 25.00' 37'37'02" S31'18'28"E 16.12' 16.41' C196 400.00' 7'05'38" S16'02'46"E 49.49' 49.53' C197 400.00' 14*04'11" S26'37'41"E 97.98' 98.23' C198 298.00' 14'30'26" S61'11'16"W 75.25' 75.45' C199 298.00' 14'19'26" S75'36112"W 74.31' 74.50' C200 298.00' 8'37'29" S87'04'39"W 44.82' 44.86' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C201 50.00' 25'23'02" N56'22'15"W 21.97' 22.15' C202 50.00' 46'13'58" S87'49'15"W 39.26' 40.35' C203 50.00' 42'02'17" S43'41'07"W 35.87' 36.69' C204 50.00' 50'14'42" S2'27'22"E 42.46' 43.85' C205 50.00' 15'57'45" S35'33'36"E 13.89' 13.93' C206 50.00' 15'57'45" N38'20'24"E 13.89' 13.93' C207 50.00' 50'14'42" N5'14'10"E 42.46' 43.85' C208 50.00' 4911'36" N44'28'59"W 41.62' 42.93' C209 50.00' 64'27'42" S78'41'22"W 53.33' 56.25' C210 50.00' 62'16'09" N74'48'48"W 51.71' 54.34' C211 50.00' 46'52'20" S50'36'57"W 39.77' 40.90' C212 50.00' 55'15'54" SO'27'10"E 46.38' 48.23' C213 50.00' 15'27'22" S35'48'48"E 13.45' 13.49, C214 50.00' 7*11'37" S47'16'32"E 6.27' 6.28' C215 50.00' 69'36'18" S85'40'30"E 57.07' 60.74' C216 50.00' 44'22'19" N21'21'19"W 37.76' 38.72' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C79 510.00' 2'40'39" N62'53'30"E 23.83' 23.83' C217 375.00' 35'54'28" S24'07'58"E 231.19' 235.02' C218 35.50' 82'25'52" S47'23'40"E 46.78' 51.07' C219 250.00' 23'35'00" S10'24'06"E 102.18' 102.90' C220 35.50' 90'00'00" N46'23'24"E 50.20' 55.76' C221 323.00' 37'27'21" N72'39'43"E 207.41' 211.15' C222 777.00' 2'24'10" S55'08'08"W 32.58' 32.59' C223 777.00' 11'28'11" S62'04'19"W 155.28' 155.54' C224 375.00' 2911'36" S19'03'59"E 189.01' 191.07' C225 600.00' 13'52'21" S60'52'14"W 144.92' 145.27' C226 500.00' 37'27'21" N72'39'43"E 321.07' 326.86' C227 800.00' 13'35'43" N84'35'32"E 189.38' 189.82' C228 35.50' 88'07'41" S58'08'28"E 49.38' 54.60' C229 500.00' 22'08'21" S25'08'48"E 192.00' 193.20' C230 485.00' 37'36'23" N72'35'12"E 312.65' 318.33' C231 485.00' 27'04'40" N40'14'41"E 227.08' 229.21' C232 250.00' 45'55'36" N3'44'33"E 195.07' 200.39' C233 1000.00' 2'58'21" N69'17'34"E 51.87' 51.88' C234 500.00' 25'44'07" N14'15'27"E 222.70' 224.58' C235 400.00' 25'44'07" S1415'27"W 178.16' 179.67' CURVE TABLE CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH C236 35.50' 90'00'00" S46'23'24"W 50.20' 55.76' C237 35.50' 90'00'00" S43'36'36"E 50.20' 55.76' C238 35.50' 90'00'00" N46'23'24"E 50.20' 55.76' C239 50.00' 160'01'21" S77'17'21"W 98.48' 139.65' C240 25.00' 45'18'28" S19'55'54"W 19.26' 19.77' C241 50.00' 58'41'31" N30'10'36"E 49.01' 51.22' w z J Ld H z w U w � 1 N I 25' X 25' SIDEWALK VISIBILITY AND J I w 25' X 25' SIDEWALK VISIBILITY AND MAINTENANCE o I ��� MAINTENANCE EASEMENT (TYP) w EASEMENT (TYP) ANGLE MAY VARY - - - - ANGLE MAY VARY R.O.W. R.O.W. RESIDENTIAL STREET CENTERLINE TYPICAL STREET INTERSECTION NOT -TO -SCALE STATE OF TEXAS COUNTY OF COLLIN WHEREAS, LGI HOMES -TEXAS, LLC is the owner of a tract of land, situated in J.C. Brantley Survey, Abstract No. 114, City of Anna, Collin County, Texas, and being a portion of a tract of land described in deed to LGI HOMES -TEXAS, LLC, and recorded in Instrument No. 20190820001009780 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; COMMENCING at a found 1/2-inch iron rod at the intersection of the north right of way line of Rosamond Parkway (a 60 foot wide right of way dedication) as shown on the final plat of Anna ISD Park Addition, an addition to the City of Anna, Collin County, Texas recorded in Volume 2006, Page 326, P.R.C.C.T., and the west right of way line of State Highway Number 5 (a 100 foot wide right of way) as recorded in Volume 301, Page 168 of the Deed Records of Collin County, Texas D.R.C.C.T., same point being the southeast corner of a tract of land described in a deed to Craig Curry (29.5% interest), Frisco Platinum 4S&C, LP (29.5% interest), and Buxton Partners, LTD. (1 1.5% interest), recorded in Instrument No. 20160519000615390 of the O.P.R.C.C.T, also being described in a deed to Four Quarters Enterprises, LTD. (29.5% interest), recorded in Instrument No. 20170207000173060 of the O.P.R.C.C.T, also being a point on the south line of said J.C. Brantley Survey; THENCE, South 88 degrees 41 minutes 02 seconds East, along the south line of said Curry, Frisco Platinum, Buxton Partners, and Four Quarters Enterprises tract, the south line of said J.C. Brantley Survey, and the north right of way line of said Rosamond Parkway, a distance of 1147.47 feet to a found 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON" for the southeast corner of said LGI Homes tract and the POINT OF BEGINNING; THENCE, North 88 degrees 41 minutes 02 seconds West, continuing along the north right of way line of Rosamond Parkway, along the south line of the J.C. Brantley Survey, and the south line of said LGI Homes tract, a distance of 986.01 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; THENCE, departing the north line of Rosamond Parkway and the south line of the J.C. Brantley Survey, over and across said LGI Homes tract the following courses and distances: North 01 degree 06 minutes 12 seconds East, a distance of 150.26 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 36 degrees 54 minutes 17 seconds East, a distance of 120.38 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 59 minutes 34 seconds East, a distance of 184.53 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 88 degrees 36 minutes 36 seconds West, a distance of 120.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 23 minutes 24 seconds East, a distance of 96.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 88 degrees 36 minutes 36 seconds West, a distance of 50.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 23 minutes 24 seconds East, a distance of 20.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 88 degrees 36 minutes 36 seconds West, a distance of 20.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degrees 23 minutes 24 seconds East, a distance of 50.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; South 88 degrees 36 minutes 36 seconds East, a distance of 20.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 23 minutes 24 seconds East, a distance of 234.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 88 degrees 36 minutes 36 seconds West, a distance of 20.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 23 minutes 26 seconds East, a distance of 50.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 88 degrees 36 minutes 36 seconds West, a distance of 96.50 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; North 01 degree 23 minutes 24 seconds East, a distance of 807.00 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON" on the north line of said LGI Homes tract, same being the south line of Meadow Ridge Estates Phase Two, an addition to the City of Anna, Collin County, Texas recorded in Volume R, Page 196 P.R.C.C.T.; THENCE, along the north line of LGI Homes tract, the south line of said Meadow Ridge Estates Phase Two, and along the south line of Meadow Ridge Estates Phase One, an addition to the City of Anna, Collin County, Texas recorded in Volume P, Page 63 P.R.C.C.T. South 88 degrees 36 minutes 36 seconds East, a distance of 1721.90 feet to a found 5/8-inch iron rod with pink plastic cap stamped "TxDOT" on the proposed west right of way line of State Highway Number 5 (a variable width right of way) per Parcel 274 as shown on a parcel plat surveyed by Bryan K. Kid (CP & Y, Inc.), dated July 28, 2017, and as shown in Notice of Lis Pendens, recorded in Instrument No. 20190603000626360 O.P.R.C.C.T.; THENCE, South 22 degrees 11 minutes 36 seconds East, along the proposed west right of way line of State Highway Number 5, a distance of 551.72 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; THENCE, departing the proposed west right of way line of State Highway Number 5, and along the easterly lines of said LGI Homes tract, the following courses and distances; South 68 degrees 56 minutes 25 seconds West, a distance of 294.03 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; South 22 degrees 38 minutes 30 seconds East, a distance of 290.32 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; South 67 degrees 26 minutes 31 seconds West, a distance of 217.73 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON", and being the beginning of a non -tangent curve to the right having a radius of 629.07 feet, a central angle of 15 degrees 09 minutes 39 seconds, and being subtended by a 165.97 foot chord which bears South 74 degrees 56 minutes 01 second West; Along said curve to the right, an arc distance of 166.46 feet to a set 1/2-inch iron rod with yellow plastic cap stamped "PAPE DAWSON", and being the beginning of a non -tangent curve to the right having a radius of 630.21 feet, a central angle of 43 degrees 49 minutes 37 seconds, and being subtended by a 470.39-foot chord which bears South 31 degrees 10 minutes 35 seconds West; Along said curve to the right, an arc distance of 482.06 feet to a set 1/2-inch iron rod with yellow plastic cap stamped "PAPE DAWSON"; South 00 degrees 23 minutes 16 seconds West, a distance of 262.82 feet to the POINT OF BEGINNING, and CONTAINING 57.64 of an Acres or 2,510,794 Square Feet of land more or less, and being described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared under job number 701 15-01 by Pape Dawson Engineers, Inc. NOTES 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM 1983 (NA201 1) EPOCH 2O10.00. 2. UPON COMPLETION OF CONSTRUCTION, ALL LOT AND BLOCK CORNERS WILL BE SET USING A 1/2-INCH REBAR WITH A YELLOW PLASTIC CAP STAMPED "PAPE DAWSON". IN AREAS WHERE IT IS NOT PHYSICALLY POSSIBLE TO SET REBAR, A MAG NAIL OR X CUT WILL BE USED. 3. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IN A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 4. ALL OPENS SPACE - NON RESIDENTIAL LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. LOT -TO -LOT DRAINAGE IS NOT PERMITTED WITHOUT ENGINEERING SECTION APPROVAL. 6. V.A.M. = 25' x 25VISIBILITY, ACCESS AND MAINTENANCE EASEMENT BY THIS PLAT; S.W.M.E. = 25' x 25SIDEWALK MAINTENANCE EASEMENT BY THIS PLAT. OWNERS CERTIFICATE: NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, LGI HOMES-TEXAS,LLC., ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED AGENT, DOES HEREBY ADOPT THIS PLAT, DESIGNATING THE PROPERTY AS SHADOWBEND, PHASE 1, AN ADDITION TO THE CITY OF ANNA, TEXAS AND DOES HEREBY DEDICATE, IN FEE SIMPLE, AND TO THE PUBLIC USE FOREVER, THE STREETS AND EASEMENTS 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. NO BUILDING, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS, WITHOUT CITY OF ANNA APPROVAL. 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 MAY IN ANY WAY ENDANGER INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. THIS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, AND REGULATIONS OF THE CITY OF ANNA,TEXAS. WITNESS MY HAND THIS IS THE LGI HOMES -TEXAS, LLC. DAY OF 2020. OWNER/DEVELOPER: BY: ELAINE TORRES TITLE:OFFICER LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DRIVE THE WOODLANDS, TX 77380 (281)362-8998 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED ELAINE TORRES KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2020. NOTARY SIGNATURE SURVEYORS CERTIFICATE: KNOW ALL MEN BY THESE PRESENTS: THAT I, Marcos A. Madrid do hereby certify that this plat was prepared from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the subdivision regulations of the City of Anna, Collin County, Texas. For Pape Dawson Engineers: 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 Marcos A. Madrid Registered Professional Land Surveyor Texas Registration No. 6740 Firm Registration No. 10194390 Pape Dawson Engineers 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele.214-420-8494 Email: mmadrid@pape-dawson.com Certification Date: January 1, 2020 STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Marcos A. Madrid, 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 purpose and considerations therein expressed. Given under my hand and seal of office, this day of 2020. Notary Public in and for the State of Texas My Commission Expires On: APPROVED ON THIS THE DAY OF 20 BY THE CITY COUNCIL, CITY OF ANNA, TEXAS. MAYOR CITY SECRETARY LOCATION MAP NOT -TO -SCALE DRAINAGE AND DETENTION EASEMENT This plat is hereby adopted by the Owners and approved by the City of Anna (called "City") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees and successors: The portion of Block I, Lot 1X and Block B, Lot 2X as shown on the plat is called "HOA Lot/ Drainage Easement." The Drainage and Detention Easement within the limits of this addition, will remain open at all times and will be maintained in a safe and sanitary condition by the owners of the lot or lots that are traversed by or adjacent to the Drainage and Detention Easement. The City will not be responsible for the maintenance and operation of said Easement or for any damage to private property or person that results from conditions in the Easement, or for the control of erosion. No obstruction to the natural flow of storm water run-off shall be permitted by construction of any type of building, fence, or any other structure within the Drainage and Detention Easement as herein above defined, unless approved by the City Engineer. Provided, however, it is understood that in the event it becomes necessary for the City to erect or consider erecting any type of drainage structure in order to improve the storm drainage that may be occasioned by the City shall have the right to enter upon the Drainage and Detention Easement at any point, or points, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Each property owner shall keep the Drainage and Detention Easement clean and free of debris, silt, and any substance which would result in unsanitary conditions or obstruct the flow of water, and the City shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable conditions which may occur. The natural drainage through the Drainage and Detention Easement is subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. The City shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting from the failure of any structure, or structures, within the Easement. VAM EASEMENT The area or areas shown on the plat as "VAM" (Visibility , Access, and Maintenance) easement(s) are hereby given and granted to the city, its successors and assigns, as an easement to provide visibility, right of access and maintenance upon and across said VAM easement. The city shall have the right, but not the obligation, to maintain any and all landscaping within the VAM easement. Should the city exercise this maintenance right, it shall be permitted to remove and dispose of any and all landscaping improvements, including without limitation, any trees, shrubs, flowers, ground cover, and fixtures. The city may withdraw maintenance of the VAM easement at any time. The ultimate maintenance responsibility for the VAM easement shall rest with the owners. No building, fence, shrub, tree, or other improvements or growths, which in any way endanger or interfere with the visibility, shall be constructed in, on, over, or across the VAM easement. The city shall also have the right, but not the obligation, to add any landscape improvements to the VAM easement, to erect any traffic control devices or signs on the VAM easement, and to remove any obstruction thereon. The city, its successors, assigns, or agents, shall have the right and privilege at all times to enter upon the VAM easement or any part thereof for the purposes and with all rights and privileges set forth herein. ACCESS EASEMENT The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of general public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises, with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. DEVELOPER / OWNER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR, SUITE 430 THE WOODLANDS, TX 77380 (281) 210-5484 ELAINE.TORRES@LGIHOMES.COM SURVEYOR: PAPE-DAWSON ENGINEERS, INC. 5700 W. PLANO PARKWAY, SUITE 2500 PLANO, TEXAS 75093 TEL: (214) 420-8494 TBPLS FIRM NO. 10194390 FINAL PLAT OF SHADOWBEND, PH-1 LOTS 1-34, 1 X, BLOCK A; LOTS 1-42, 2X, BLOCK B; LOTS 1-12, 1 X, BLOCK C; LOTS 1-13, 1 X, BLOCK D; LOTS 1-35, BLOCK E; LOTS 1-34, 1 X, BLOCK F; LOTS 1-24, 1 X, BLOCK G; LOTS 1-20, 1 X, BLOCK H; LOTS 1-6, 1 X, BLOCK I. BEING A 57.64 ACRES SITUATED IN THE J C BRANTLEY, ABSTRACT NUMBER 114 IN THE CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPMENT (ORDINANCE 797-2018) 154 TYPE "A" RESIDENTIAL LOTS 64 TYPE "B" RESIDENTIAL LOTS 2 TYPE "C" RESIDENTIAL LOTS 9 COMMON AREA LOTS rdPAPE=DAWSON ENGINEERS DALLAS I SAN ANTONI O I AUSTI N I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 SHEET 2 OF 2 THE CITY OE Anna AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Camden Parc, Phase 3, Final Plat. Applicant: Cody Crannel, CCM Engineering SUMMARY: 74 SF-72 Single -Family Residence lots and 4 HOA lots on 23.4± acres located at the southeast corner of Leonard Avenue (C.R. 427) and Lindsey Lane (C.R. 376). Zoned Planned Development-677-2015. STAFF RECOMMENDATION: Recommend for approval as submitted. ATTACHMENTS: Description Locator Exhibit Upload Date Type 2/20/2020 Exhibit 2/27/2020 Exhibit Final Plat- Camden Parc Phase 3 O U it COUNTY ROAD 376, � 7 v i y*; 'W, pO�NT WppDLp`Np . 2 � �n - ' � a' \. � I! , �~ ' • r_-CGS O �xV , k THE CITY OF N s ! • 70f Proposed Site 16 ... Er City Limits a Parcels ETJ 0 250 500 1,000 Feet t February 2020 L:\Planning & Development\New &Active Zoning & Development Projects\2-05-2020\Camden Pam Ph 3VAgenda Map.mzd EXHIBIT A 1 OF 2 DENNIS WHITEHEAD I OWNERS CERTIFICATE CC FILE NO. 96-84789 R.O.W. R.O.W. COLLIN COUNTY I WHEREAS, SPRING LAKES ESTATES JOINT VENTURE, owner of all that certain lot, tract or parcel of land lying and D.R.C.C.T. COLLIN COUNTY R.O.W. --_ Doc No 2006050500060562o situated in Colin Co Texas and b of the Josiah C. Bra Abstract number 11 and ' —� — - - Doc No 2006061500082397o COLLIN COUNTY R.O.W. being slt a I County, Te being a part Brantley Survey, Ab 4 1/2"IRF — _-�-�, _ Doc NO 20060615000823960 COLLIN COUNTY �g�PC�' also being all of that called 23.357 acre tract of land described in deed to Spring Lakes Estates Joint Venture 427 — — — — _ — —� — _ — — DOC NO 20060331000423790 — PoQ �5 recorded in Document 20140827000923080, Official Public Records, Collin County, Texas and being more fully COUNTY ROAD 376 — — — _ ��,ti���P Q �3. described by metes and bounds as follows; N 7,188,487.828 N LINDSEY LANE ���P���Qc�� , 376 1E:2, RF'482 082 60' R.O.W. G�p o. BEGINNING at a /2 inch iron rod found in the South line of County Road 376 and also being the Southeast corner of 10.00' DOC. NO. 20060816001171050 50' GAS PIPELINE EASEMENT v �� QP 0� a called 1.605 acre tract of land described in deed to Collin County recorded in Instrument number LINDSEY LANE 51.5 ' W o.P.R.c.c.T. o VOL. 6031, PG. 4148 25'x25' Qo� Joy °� 20060816001171050, Official Public Records, Collin County, Texas and also being the Northwest corner of a called - 173.31' 60.00' S 88 15 35 E 1132.55' D.R.C.C.T. V.A.M.E. & S.M.E 8.623 acre tract of land described in deed to Kathyene Rae Boring recorded in Instrument number 2000-0078137, 376 50' GAS PIPELINE EASEMENT I L 60.00' 60.00' ���---- 60.00' 60.00' 60.00' 60.00' Official Public Records, Colling County, Texas; VOL. 6064, PG. 6159 v ° "' 59.99 60.00' — 65.00' 50.00' SITE D.R.C.C.T. o ° 67.50' 130.80' — z z 44.46' THENCE along the common line of said 8.623 acre tract and the herein described tract, South 01 degrees 48 N 88'15'35" W I Wn �5 35.8Z - --- 15 - `� 7 `O I 1/2"IRF minutes 52 seconds West, passing the Southwest corner of said 8.623 acre tract at 427.66 feet at also being the J L3 - v —` v _ � M io N:7,188,453.436 Northwest corner of a called 25.00 acre tract of land described in deed to Kenneth W. O'Neal recorded in 17,517 SF 16 17 E:2,566,614.115 1-X HOA 8,492 SF - 8,648 SF 18 19 20 21 � 22 0 " �'I M — °^ NAD 83 Volume 2874, Page 62, Deed Records, Collin County, Texas, continuing in all a total distance of 792.74 feet to a ��i�$427 1o,s77 SF I °; 8,6a8 SF �, 23 25 — capped iron rod set stamped "KAZ" at an ell corner of said 25.00 acre tract; �° M M 8,648 SF w 8,7278 SF = 9,518 SF ai F , m 2 'q\ I a� v "� 11,289 SF 10,293 SF 24 9,442 SF °0 - `,° _ 1 o °r v v 9,046 SF , °' J w I"� M 11,845 SF o`L ��F I 15' WATER \ �� — Cl) o Cl) M � - W w v 9,637 SF °tioCO THENCE continuing along said common line, North 89 degrees 39 minutes 46 seconds West, 427.66 feet to a 5/8 / `� v, 0 �, v - � � M aI inch iron rod found at a common corner of said 25.00 acre tract and this tract; 427 I EASEMENT �� v _ 0 L 0 BY THIS PLAT 6 , 25' B.L. 0 o v to \ / 54 66' 2 _--___ � N 2 0 3 THENCE continuing along said common line, South 36 degrees 01 minutes 04 seconds West, 369.83 feet to a /2 14 4s 10' U.E. 0 25' B.L. U 14,493S F 12,385 SF / 8 9 5' 60.00' 60.00' `� z O / 99 82' inch iron rod found in County Road 427; w ham' J� 0 60.00' 2.73' 47.63' \\ O / 1U U.E. �\ 48.2i rn �� % rr o 6 / g1 2g' 63.23' } 51.73' �92� THENCE along said County Road 427, North 57 degrees 34 minutes 14 seconds West, 577.13 feet to a 5/8 inch FUTURE LOT 1-X I Z iM /^�M^�O ° / L s ss°15'21° E 284.64' PRINCETON AVENUE 4 �9 25'x25' �� \ iron rod found in County Road 427 and also being the Southwest corner of the herein described and the Southeast CAMDEN PARC, PHASE 2 S 88 1521" E 130.02' M \ p V.A.M.E. & S.M.E. S 46°43'21" W DSO \ 108.10' corner of a called 57.48 acre tract of land described in deed to Anna 190, LLC recorded in Document 2 0 _ 2 25'x25' �� �0� 6 C7 14.19' 38'25" W NzfS 88°15'21" E 117.32' g 80° VICINITY MAP_ REMAINDER OF CALLED: 57.48 o My V.A.M.E. & S.M.E. o s30 ___ ---� 20140422000386740, Official Public Records, Collin County, Texas; 1" = 1,000' ACRES \N Z 69.66' 60.00' 60.00' oo g c6 THACKERY STREET 25'x25' So.o' R , ANNA 190, LLC o, o 69.98' tip' N V.A.M.E. & S.M.E. THENCE along said County Road 427, North 01 degrees 46 minutes 56 seconds East, 814.25 feet to a /2 inch iron DOC NO 20140422000386740 13 ° v 10, U.E. --- 1p� 5+`L 5� h I� �, — _ 2s- cs T �.16' 63.35' 27.71' 10' U.E 92.29' �� �I rod found at the Southwest corner of said 1.605 acre tract of land described in deed to Collin County recorded in 8,619 SF N ai o iv 25 B.L. iv P0 18A5 - �- 4 Document 20060816001171050, Official Public Records, Collin Count Texas; 0 1 / / 8,284 SF GENERAL NOTES: N o o �- 0 15' B.L. Y, S 84°48'31" E 142.63' � N � � � � 0 1. ALL CORNERS ARE MARKED WITH CAPPED 1/2" IRON RODS STAMPED I N 12 S THENCE along said South line of County Road 376, South 88 degrees 15 minutes 35 seconds East, 1132.55 feet to N 88°11'39" W 120.09' "KAZ" UNLESS OTHERWISE NOTED. 1 �, 2 3 4 "' \ 11,495 SF � 13 I o the PLACE OF BEGINNING and containing 23.36 acres of land more or less; � 9,590 SF 00 o ^ I I 8,633 SF 7,200 SF M 7,200 SF M 7,552 SF o 5 1 \ 58.5T 0 12 v d 9,832 SF 5' W.E. 2. FLOOD STATEMENT: I HAVE REVIEWED THE F.E.M.A. FLOOD INSURANCE "° I o o �' �� O °� 6s\ \ ° 32 ✓ I I BY THIS PLAT OWNERS DEDICATION 8,563 SF o w CO O o o S� c6y 9 E 1Q9 z n RATE MAP FOR THE CITY OF ANNA, COMMUNITY NUMBER 480132 EFFECTIVE Ico - I I N u, \ 3�'S° o N 88'11'39" W 120.00'CD o w w cn z �co \ \ N�2 R ( 5 v v p co NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: DATE 6-2-2009 AND THAT MAP INDICATES AS SCALED, THAT THIS PROPERTY S 84°48'31" E 141.82' o rn 7,686 SF � Q m a IS WITHIN "NON -SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE �; 79.70' 6o.oa w - M w o f1 I Q o N THAT SPRING LAKES ESTATES JOINT VENTURE, does hereby adopt this plat, designating the herein above described 60.00' COg N 88' 11-39" W 120.09' OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD (500-YEAR)" AS SHOWN ON S 88'15'21" E 110,74' 55.90' S g 6 /' N to 80 z 0° w property as CAMDEN PARC IN ANNA -PHASE 3, an Addition to the City of Anna, Collin Count Texas and do hereby dedicate, D' N z S 88'15'21" E 134.41' s2° ? 6 8,756 SF 14 0 o z O P P Y Y Y, Y PANEL 160 J OF SAID MAP. h 26.31' 2)�s- 10,468 SF �\ \ Irn 8,328 SIF Q ° w z in fee simple, to the public use forever the streets and alleys shown thereon. The easements shown thereon are hereby reserved co 11 I co 4 Z 28.51' u'\ S)„ �'/ d 0 `° 0 � w p P Y Y o s9\ -\&I ? o _ _ for the purpose indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and 8,618 SF �. r z Q i- 3. THE PURPOSE OF THIS FINAL PLAT IS TO CREATE 74 RESIDENTIAL LOTS, 4 o I I _ N `N M 1 1 I w o 6 0 Q Q z rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility 2 0 �' 3p2 M S 89°15'39" E 105.32' c� v w J of U Y X HOA LOTS. `o I I I ss° 31 �^� 5' W.E�' o s6� 3 (0 N 88'11'39" W 120.00' Eo � m 7,685 SF and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or �y S 87°20'02" E 135.93' ° 9,442 SF BY THIS PLAT �'\ CO growths shall be constructed reconstructed or placed upon, over or across the easements as shown. Said easements being o � 32 o I I v IN -i - �° rn\ 5' W.E. o hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All, and any public 4. A 6' HIGH MASONRY FENCE IS REQUIRED ALONG LINDSEY LANE (COUNTY Co c oo r'- 9,861 SF O \ o ^ N 88'11'39" W 120.09' �T n �o I BY THIS PLAT z � utilityshall have the right to remove and keep removed all or art of an buildings, fences, trees, shrubs, or other improvements ROAD 376.) AN 8' WIDE SIDEWALK/TRAIL REQUIRED ALONG LINDSEY LANE, w I J � m r � �� a O o 7 v o I I c�i g p p Y g p AND LEONARD AVENUE. o 10 w 'o B 30 m\ 9 356 SF / / 15 I I or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of its respective system o �, \ 4� S 15 10 8,328 SF Lrj ti on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said 8,653 SF I I I j 11,151 SF p 7 , � o al easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining an adding to or removing all or arts co I } - _ ; <r o°' 3g E 11,676 SF °' o p p 9, 9, p 9, p 9, 9 9 9 p 5. 10' UTILITY EASEMENT TO BE PLATTED ALONG ALL STREET R.O.W.(S). or z' 33 / 39.07 �s -' �\ N `o L Q 4 7,685 SF aI of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the `- D N 85-23-36" E 129.50' �g , � rn S N 88'11'39" W 120.00' %' o m CV C) p I I 13,191 SF N. ° 10 �\ �? 0�Q) 25 �,2° w right of ingress and egress to private property for the purpose of reading meters and any maintenance of service required or 6. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO EXISTING OR FUTURE Z06 5' W E o / F E 12006 50 0 °6, B N ui Q N 88°11'39" W 120.09' 00 ordinarily performed by that utility). LINDSEY LANE AND LEONARD AVENUE FROM RESIDENTIAL LOTS 1-25, 'I I °� 7$°07,27 z 5 ��, � m ° BY THIS PLAT I 'CON 8 g F � 16 N o Water main and wastewater easements shall also include additional area of working space for construction and maintenance of BLOCK A, LOTS 1-3, BLOCK D & LOT 5, BLOCK C. 1 I .� n I o J W 9 1 w 1 �\ 11,938 SF 10,485 SF '�o z h 8,336 SF 01 U) the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, 7. NO LOT -TO -LOT DRAINAGE WILL BE ALLOWED. - s,253 SF p4 1 J� N I co �'s CO ') Z� a I I g aI water services and wastewater services from the main to the curb or pavement line, and description of such additional N 78°0714� E 125 \ / ��o 010� �� s°o- 0) 29 �\ N � 5' W'E' N 88° `D 7,684 SF o easements herein granted shall be determined by their location as installed. 8. ALL X HOA LOTS TO BE MAINTAINED BY HOA. \ / °</ �' / 11,843 SF o N BY THIS PLAT 9 34' 11 39" W 120.00' This plat approved subject to all platting ordinances rules regulations, and resolutions of the City of Anna Texas. cr 1� G N coA N 88°11 39 W 120.09' p pp 1 p g g Y 31.95' 118.66' CO D � 57.51' 61.0T 9. RETAINING WALLS SHALL BE MAINTAINED BY THE HOA. O�� 5o9j sss�. 85°4_210" E N 86°08'11"E 68A0' 60.00' — — WITNESS, my hand at , Texas, this the day of 2020. SOUTH GRAYSON WATER SUPPLY CORP. \ $ \ 19 50 �g16.04' 16,, 11/ oR /,,� N 85°18'27" E � S 88°33'30" E S 88'11'39" E v 17 1 b I I - 15' WIDE EASEMENT I 1� N 8,002 SF L� / 7 �h. �� rn v o 10. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS \ y\ G2 2 /� c i 8 328 SF 16 o o SPRING LAKES ESTATES JOINT VENTURE co COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE (4202), AND ARE VOL. 1122, PG.CD D.R.C.C.T. R C.0 T. 204 I \o �0°5052 122 \ ��°5$2g 2� &g �� °s° 28 �3s �o 20 N I 7,683 SF BASED ON THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. 20' D.E. \ N \ 53 M v 5 o� w 21 N6 P 8,103 SF 22 0 8,692 SF 7,650 SF w 19 N 88°11'39" W 120.00'I \ cP, / r? °' 7,578 SF I IN 88°11'39" W 120.04' INST�10.20161201001631080 \ 9 � 1 � 27 5' W.E. 10,882 SF w 50.0' D.R.C.C.T. ; A 9,811 SF BY THIS PLAT i�9 �, NN B 7 -� ��s 03 ��5 d° O I 1V cal oN o - 18 7,856So o_—z ©0o1 �z a° 9,366 SF I coD I I 0 N 10d zUE 76, 23 �2' 65.65'� � 7,683 SF coo s ° 26 10,451 SF o / 5 0?43. L28' 8.64' 10' U.E. 15 B. \ I / —� N 88°11'39" W 120.03' 7,806 sF ti��� ties 6p.2� P� 12o O 7,743 SF \s� �L �`� "�N BY THIS PLAT \oe�A \ ° \ 0 72 v C8 oN 7�S cD�O \ V CAMDENI PARC IN ANNA f 5� O VG �'d�, 6 �� 25 98, , �$' S°,fit 126.53' j\ PHASE II, BLOCK / O 8,663 SF ^� •28\ •o, \ V LOT 3-X / �p 5 \� M/aINTAINED �200 0 7,743 SF p� O l 10, U.E. \ V BY HOA L I ��L�°�� P, v I20,002 SF O As° 05 �s0 G s oo 24 Oro C'?i \`��D F \ 9° 8,367 SF vv� y0.1 p�r� \ 4 s� 'o O� 7,742 SF �I�o3 b 6S / BY T w PLAT CP ^ 1 \ \ 4-X HOA �'� ro \ 5,542 SF 9� .� - \ \�� O ^ / 10,534 SF 15 S.S.�FORCE MAIN \ �I \ I oC�� \c'2, b1 h �`• � � S)° TYPICAL LOT SETBACK AND UTILITY ESMT. INST. NO. 2o1W509000563110 c,�0\ \ 3 0� Os�ss \ 748s �,V � pro CONFIGURATION UNLESS OTHERWISE NOTED D.R.C.C.T. 5/8"IRF \ s ,L \ 7,741 SF ALL `�' � °�� BENT V \ j ^ �• �, '6 STREET v v v v v !� � �•. �s�° .06, �e 2 17 THE REMAINDER OF A CALLED A '� A69 1� 9 ' 57.48 ACRE \ V A 7 6 � �'9 VA'RIABLE WIDTH S.S.E. ��`�' ��� 2 �� �� 7g `�2q„� Ngj8,076 SF A TRACT OF LAND DESCRIBED / A A \"� INST. NO. 0160216000173050 \ 7,740 SF �ti O 8�� oo <v' 24° tv IN A DEED TO A A D. C.C.T. �� p p �% 73 ANNA 190, LLC A 0' ?]7 00/ INST. NO. 2014-0422000386740 V A \ � 6 1 ��' }`� 3 / w D.R.C.C.T. / LU 20' D.E. A d �2�, �� 8,199 SF R`� cv �� tis ° 7,849 SF INST. NO. 20161201001631090 o / 3s, / BY THIS PLAT D.R.C.C.T. / 6 �o� \ 14�> ^% 28�2 rO°. 7 6 00 as, 621 SF CP — )O '9O� �� �0 328 ^o. ^ 2q„� N ��. REAR REAR / \ . / 5 \ `3�1A•?, \ �° ��tij2sk2 98 ��� ��/ / 72577 `Oo/ � s 5 `�2lF O� 9,619 SF O5 4 / A �`�'� sr3i 2jSo 2-X HOA \2s, °O / A CALLED 48.004 ACRE \ 3� 1,226 SF tis)° �7� ��� �� O TRACT OF LAND DESCRIBED IN A DEED TO VENTURE ANNA 48, LLC \ \ 77 7 INST. NO. . 2015-1208001534600/ \ \ 760, 2?48 D.R.C.C.T. 3 / 5' W.E. 2 / \ \ �� BY THIS PLAT \ 7 1 LEGEND <�y1/2"IRF i N Ub W E SURVEYOR: OWNER: ENGINEER: KAZ SURVEYING, INC. SPRING LAKES ESTATES JOINT VENTURE CRANNELL, CRANNELL & MARTIN ENGINEERING 1720 WESTMINSTER DRIVE 4323 GLOSTER ROAD CORPORATION S DENTON, TX 76205 DALLAS, TX 75220 2570 FM 407, SUITE 209 1" - 60' PHONE: (940) 382-3446 PHONE: (214) 677-5218 HIGHLAND VILLAGE, TX 75077 TBPLS FIRM #10002100 CONTACT: RYAN HAYES PHONE: (972) 691-6633 30 so 90 120 TRPF FIRM 9605 .08 25'x25' V.A.M.E. & S.M.E S 86°04'35" E 154.66' N 11 C9 co 7,980 SF 0 23.90' S 86°04'35" E 180.61' N 88.1 39" W 120.02' 3-X HOA (PRIVATELY MAINTAINED BY HOA) w 54,437 SF 00 o CT # 114 VE (, AgSTRA 3.C. BRANTLEY SCOUNTY TEXAS 10.03'COLLIN 417.63' CAP/IRS 5/8"IRF N 89039'46" W 427.66' A CALLED 25.00 ACRE TRACT OF LAND DESCRIBED IN A DEED TO KENNETH W. O'NEAL VOL. 2874, PG. 62 O.P.R.C.C.T. LINE TABLE LINE BEARING DISTANCE L1 S 09°50'55" E 26.92' L2 S 57°42'53" E 19.68' L3 N 88°12'38" W 31.55' L4 N 01 °47'22" E 14.95' L5 S 88' 14'06" E 31.55' Approved this day of 2020, by the City Council of the City of Anna, Texas. Mayor City Secretary CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 583.00' 338.25' 333.53' N 40°58'07" W 33'14'33" C2 200.00' 54.95' 54.78' N 57°46'14" E 15°44'29" C3 423.00' 218.08' 215.67' N 09°34'41" W 29°32'20" C4 450.00' 27.08' 27.07' N 03°28'04" E 3°26'51" C5 200.00' 264.27' 245.46' S 50°24'07" E 75°42'25" C6 200.00' 158.69' 154.56' N 66°22'20" E 45°27'37" C7 2000.00' 92.21' 92.20' S 89°34'36" E 2°38'30" C8 200.00' 264.18' 245.39' N 70'15'05" E 75°40'56" C9 200.00' 49.46' 49.33' S 78°59'31" E 14'10'08" ° „ o „ C11 500.00' 34.65' 34.64' N 55°35'07" W 3'58'15" C12 740.00' 879.99' 829.04' N 23'30'12" W 68°08'04" C13 872.00' 83.79' 83.76' N 04°32'06" E 5°30'20" C14 891.25' 93.70' 93.65' N 04°22'59" E 6°01'24" C15 860.00' 219.18' 218.59' N 33°19'07" W 14°36'08" PAGE 1 OF 2 K�Z 1720 WESTMINSTER DENTON, TX 76205 (940)382-3446 JOB NUMBER: 140544-FP DRAWN BY: MMF DATE: 02-28-2020 b U K t!Y1C4U I R.P.L.S. TX FIRM REGISTRATION # 10002100 MICHAEL R. KERSTEN OWNER STATE OF TEXAS COUNTY OF BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, 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/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN. WITNESS MY HAND AND SEAL OF OFFICE THIS THE DAY OF 2020 NOTARY PUBLIC IN AND FOR THE STATE OF COUNTY MY COMMISSION EXPIRES ON CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF DENTON I, MICHAEL R. KERSTEN, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AND ACTUAL SURVEY MADE ON THE GROUND AND THAT THE MONUMENTS SHOWN HEREON WERE FOUND OR PLACED WITH 1/2" IRON RODS CAPPED "KAZ" UNDER MY DIRECTION AND SUPERVISION IN ACCORDANCE WITH THE ORDINANCES OF THE CITY OF ANNA, COLLIN COUNTY, TEXAS. MICHAEL R. KERSTEN R.P.L.S. # 6677 DATE STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED MICHAEL R. KERSTEN, 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 2020 NOTARY PUBLIC, COLLIN COUNTY, TEXAS MY COMMISSION EXPIRES FINAL PLAT CAMDEN PARC IN ANNA, PHASE 3 BEING 74 RESIDENTIAL LOTS, 4 X HOA LOTS, OUT OF 23.36 ACRES IN THE J.C. BRANTLEY SURVEY, ABSTRACT NO. 114, CITY OF ANNA, COLLIN COUNTY, TEXAS. 0 a 1 THE CITY OE Anna AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Lakeview Estates, Phase 3, Final Plat. Applicant: Jim Douglas SUMMARY: 57 SF-72 Single Family Residence, one HOA lot, and one child-care center on 16.8± acres located on the east side of South Ferguson Parkway, 562± Feet north of Candlewood Drive. Zoned Planned Development-791-2018 and Planned Development 792-2018. STAFF RECOMMENDATION: Recommended approval as submitted. ATTACHMENTS: Description Locator Exhibit Upload Date Type 2/26/2020 Exhibit 2/27/2020 Exhibit ON PDR Final Plat- Lakeview Estates Phase 3 z 0 LL\( 'ju), _. S CHESTNUTI S F-T-11 ELM N ST 15! C RIDGE.TR —7 —T 0 0 V0 ij —T z W WHITE ST F-7,bAM1100,131R LZLL] WESTGATE:CT � — = 1-- W?-. LU -71- U) Z" LLJ mi LU CT AMA THE CITY OF N nn� Proposed Site = Parcels 0 250 500 1,000 Feet February 2020 02020 Westwood Professionol Services, Inc. 43 I 44 / / I 45 - - I I 46 I 47 I I 48 49 I I OC 50 61 I 51 I o 4 L�N_ 52 w u N w N w N 53 OQm O a - - O I o U I I 54 _ Ni ELM STREET I 2 I 1 I '-Anna City Limits 0 ct)'J- I o�4�-7,g 0 o I o G. yI� �� oa\moo Q W W 0 0. 0 6 I TI a W 4 � I� EXHIBIT A 1 OF2 / I I I 20' UTILITY & LANDSCAPE EASEMENT II VOL. 2006, PG. 364 o r` 00 zoo z �n lJ �0U CD d O � � N � o b J V � ry Ln z IL_ H--= G IE= r--1 O 518" IRON ROD WITH YELLOW CAP . STAMPED "WESTWOOD PS" SET FOUND MONUMENT POINT OF CURVATURE/ POINT OF TANGENCY U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT R.O. W. RIGHT-OF-WAY VOL. PG. VOLUME, PAGE D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY,, TEXAS S.Q. SQUARE FEET � STREET NAME CHANGE I.R.F. IRON ROD FOUND V.A.S.U.E. VISIBILITY, ACCESS, SIDEWALK & UTILITY EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT W.M.E. WALL MAINTENANCE EASEMENT B.L. BUILDING LINE W.&W.M.E. WALL AND WALL MAINTENANCE EASEMENT W M.D.E. WALL MAINTENANCE AND DRAINAGE EASEMENT V.A.E. V/SIBILITYAND ACCESS EASEMENT DATA TABLE SITE # OF SITES AREA RESIDENTIAL LOTS 57 10.222AC DAY CARE LOT 1 2.029AC COMMON AREA LOT 1 1.333AC RIGHT-OF-WAY 3.244AC TOTAL 16.828AC 17.42 ACRES SF I I LOT 1, BLOCK 1 ANNA ELEMENTARY SCHOOL #2 ADDITION VOL. 2006, PG. 364 10'UE VOL. 2006, PG. 364 30' U.E. VOL. 2006, PG. 364 P.R.C.C.T. P.R.C.C.T. P.R.C.C.T. 10'UE �I I z CD5' W.&W.M.E. O VOL. 2016, PG. 440 F w III P.R.C.C.T. I I I 1 I 2 U < -� Q I I 5' P.D.E. �- BLOCK B 5' P.D.E.[VOL. V2016, PG. 440 U 0 U I I Q VOL. 2016, P.R.C.C.T. M - V O PG. 440 C:)7 O P.R.C.C.T.� Q� �o 10' U.E. 6 �S�P6 QPv VOL. 2016, PG. 440 ���� LQ1 C� • - P.R.C.C.T. - -VP Cjv���Q�c . � 17 F I I 10' P.D.E. I - I I VOL. 2016, 5 PG. 440 1 I I I P.R.C.C.T. U - �• I I 4 I I II I I 1--- I I I I 15 25' Q) W 25' STREET ROW 25' x 25' VISIBILITY, ACCESS, SIDEWALK & UTILI TY EASEMENT (TYPICAL) IL 19 L - - I 20 I 5' P.D.E. I VOL. 2016, I PG. 440 P.R.C.C.T. i I V - - oc 1 I a I LZ255'251" -11 I I I I I VARIANCES REQUESTED: 1. ALL KNUCKLES WILL HAVEA RADIUS OF 50' AS SHOWN ABOVE. 2 PARK VISTA DRIVE IS TO HAVEA PARKWAYSLOPE NOT TO EXCEED 3:1 MAX,- PARK VISTA SHALL NOT HAVEA SIDEWALK WITHIN THE NORTH PARKWAY 3. LOT -TO -LOT DRAINAGE TO BEALLOWED ALONG REAR YARDS OF BLOCK G. Line Table Line # Length Direction L1 275.82 N01°39'56"W L2 136.91 N01 °27'42"W L3 51.68 NO2°45'20"E L4 19.22 S13°16'50"W L5 110.00 S17°48'30"W L6 35.36 S47°04'58"W L7 29.63 S28°17'08"E L8 35.03 S55°47'13"W L9 35.36 S43°04'45"E L10 35.31 S47°00'06"W L11 18.09 N40°40'20"W L12 9.41 NW28'45"E L13 60.00 N88°05'35"W L14 70.35 N88°04'36"W L15 63.48 N01 °35'08"W L16 16.85 NO2°04'58"E L17 35.36 S47°04'58"W L18 64.99 N86°20'53"W L19 63.24 N88°07'35"W L20 62.90 S87°24'12"W �m I Line Table Line # Length Direction L21 64.77 NW06'24"W L22 60.25 N83°17'09"W L23 65.81 N88°04'45"W L24 65.81 N88°04'45"W L25 61.52 S87°16'03"W L26 66.24 N83°44'41"W L27 56.39 N88°09'35"W L28 58.59 N89°57'07"W L29 35.36 N42°55'02"W L30 5.00 N87°55'02"W L31 38.12 S02°04'58"W L32 10.59 N87°55'02"W L33 38.54 S28°02'27"E L34 92.94 NO2°04'58"E L35 5.00 1\18755'02"W L36 15.00 S61 °57'33"W L37 29.83 S28°02'27"E L38 114.54 S87°55'02"E L39 38.47 N83°09'49"E Curve Table Curve # Length Radius Delta Chord Bearing Chord Length C1 66.66 200.00 019°05'50" S 78°22'07" E 66.35 C2 78.40 50.00 089°5017" S 47°00'06" W 70.61 C3 78.68 50.00 090°09'43" N 42°59'54" W 70.81 C4 96.15 200.00 027°32'40" N 15°5119" E 95.23 C5 101.75 200.00 029°08'54" S 15'03'12" W 100.65 C6 39.20 25.00 089°5017" N 4700'06" E 35.31 C7 39.34 25.00 090°09'43" S 42°59'54" E 35.41 C8 254.46 2000.00 007°17'24" N 87°55'02" W 254.29 C9 190.85 3000.00 003°38'42" S 86°05'41" E 190.82 C10 190.85 3000.00 003°38'42" S 89°44'23" E 190.82 C11 12.80 200.00 003°40'05" N 0°14'55" E 12.80 C12 78.54 50.00 090°00100" N 4704'58" E 70.71 C13 39.27 25.00 090°00'00" S 47°04'58" W 35.36 C14 13.06 25.00 029°55'35" N 12°52'50" W 12.91 C15 13.06 25.00 029°55'34" S 72'57'15" E 12.91 C16 130.77 50.00 149°51'10" S 47°04'58" W 96.56 C17 63.72 3025.00 001°12'25" S 89°24'19" E 63.72 C18 64.06 2975.00 001°14'01" S 89°51'40" E 64.06 C19 67.03 1975.00 001°56'41" N 871635" W 67.03 C20 60.02 2025.00 001°41'54" S 88°46'00" E 60.02 C21 61.70 3025.00 001°10'07" S 86°01'53" E 61.70 C22 68.50 1 2975.00 0011910" S 86°05'16" E 68.50 I 6 I 7 I B 9 I 10 I I I I 14 I 1 11 I 12 I 13 o I m 1 ^ oOZ - _ i_ - - - S�2 Qo o� (� x SCALE 1 " = 60' \ \ 0' 60' 120' PERMANENT TRAIL EASEMENT VICINITY MAP COAD 370 NOT TO SCALP v ANNA F. M. 455 Subject ° Tract �o V A 2 v r CO. D.367 -------------- CO. RD, 422 n O ti CO. RD. 366 CO. RD. 421 APPROXIMATE LOCATION OF DETENTION STORAGE POOL EASEMENT VOL, 554, PG. 425, D. R. C.0 T. i 0 y ° =?oo �T c Mti'Qa UIQ QQJ cfly O�O �I �Q, 12.988 ACRES WILLIAM R. & ANDREA M. HENRY INST. NO. 20100528000541220 O.P.R.C.C.T. 6.31 ACRES DUSTIN D. & JENNIFER BONE INST. NO. 20160727000969820 O.P.R.C.C.T. BR/D �P��S Po - - - - _ I I BLOCK G CITY OF ANNA J GEPORT DRIVE �S Q / INST. NO.20160627000809900 / 5D' R.O.W. - - ��\�� �2�1LC,�' _ - 25'X25' SIDEWALK & 36 / O.P.R.C.C.T. �P � Q� _ UTILITY EASEMENT APPROXIMATE LOCATION OF / 100 YEAR FLOODPLAIN PER FEMA LOMR 17-06-1736P, DATED 04/16/18 �� / 35 V LIVLII/"lL IVY, I LJ. 1. THE BEARINGS SHOWN HEREON ARE ORIENTED TO GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NAD83 TEXAS NORTH CENTRAL ZONE (4202) (2011). 2. SELLING A PORTION OF ANY LOT IN THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS SUBJECT TO PENALTIES IMPOSED BY LAW. 3. APPROXIMATE LOCATION OF FLOOD ZONE LABELED 'ZONE A" 100 YEAR FLOOD PLAIN ACCORDING TO FEMA FLOOD RATE MAP 48085CO155 J EFFECTIVE JUNE 2, 2009. 4. ANYAND ALL MAINTENANCE OF HOA COMMON AREAS, HOA LOTS, PRIVATE EASEMENTS, SCREEN WALL EASEMENTS AND WALL MAINTENANCE EASEMENTS (UNLESS OTHERWISE NOTED) ARE THE RESPONSIBILI TY OF THE HOME OWNERS ASSOCIATION, ITS SUCCESSORS, AND ASSIGNS. HOA SHALL MAINTAIN ORNAMENTAL FENCE ALONG COMMON BOUNDARY WITHAISD SCHOOL LOCATED WITHIN PARK VISTA RIGHT-OF-WAY. 5. LOT 45X, BLOCK G IS ENTIRELYA DRAINAGE, UTILITY, WALL MAINTENANCE, AND FLOODWAY EASEMENT AND CONTAINS ADDITIONAL EASEMENT. 6. RESTRICTED ACCESS TO BRENTFIELD DRIVEALONG LOT 17 BLOCKS. 7. PORTIONS OF WALL MAINTENANCE EASEMENTS IMMEDIATEL YADJACENT TO AND ABUTTING LOT 17, BLOCK B ARE TO BE MAINTAINED BY THE OWNER OF LOT 17, BLOCK B, THIS PLAT FILED IN DOCUMENT No. OWNER (DAYCARE LOT) T & A LANCASTER REALTY, LLC 2328 HARRISBURG LANE PLANO, TEXAS 75025 DEVELOPER (RESIDENTIAL LOTS l COMMON AREA) BLOOMFIELD HOMES, L.P. 1050 HIGHWAY 1 14, SUITE 210 SOUTHLAKE, TEXAS 76092 ENGINEER/SURVEYOR Westwood FINAL PLAT OF LAKEVIEW ESTATES, PHASE 3 LOTS 9-17, BLOCK B, LOTS 17-32, BLOCK C; LOTS 45X, 38-44, BLOCK G; LOTS 1-26, BLOCK I; 57 RESIDENTIAL LOTS, 1 COMMON AREA LOT & 1 DAYCARE LOT Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 16.828 ACRES Toll Free (888)937-5150 Plano, TX75093 JOSEPH SCHLUTER SURVEY, ABSTRACT No. 856 westwoodpscom Westwood Professional SeMces, Inc. IN THE TBPE Firm Reg. No. 11756 CITY OF ANNA, COLLIN COUNTY, TEXAS 1 TBPLS Firm Reg. No. 10074301 O. P.R. C. C. T 16.828 ACRES FEBRUARY 20, 2020 JOB No. 0006408.01 LAKEVIEW ESTATES, PHASE 3 2 N: \0006408. 01 \dwg \Survey\ 0006408. 07 FINAL PLALdwg cc) On?n I /�cfininn Prnf�ccinnnl �PY1// PC n OWNER'S CERTIFICATE STATE OF TEXAS)( COUNTY OF COLLIN)( OWNER'S DEDICATION STATE OF TEXAS)( COUNTY OF COLLIN )( SURVEYORS CERTIFICATE STATE OF TEXAS)( COUNTY OF COLLIN )( WHEREAS, BLOOMFIELD HOMES, L.P. AND T & A LANCASTER REALTY, LLC, ARE THE SOLE OWNERS OF A 16.828 ACRE TRACT OF LAND SITUATED IN COLLIN COUNTY, TEXAS, BEING A PART OF THE JOSEPH SCHLUTER SURVEY, ABSTRACT NO. 856 AND BEING ALL OF THE 9.048 ACRE TRACT OF LAND CONVEYED TO BLOOMFIELD HOMES, L.P. BY DEED OF RECORD IN INSTRUMENT NO. 20181227001567190 OF THE OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS, AND BEING ALL OF THE 5.752 ACRE TRACT OF LAND CONVEYED TO BLOOMFIELD HOMES, L.P. BY DEED OF RECORD IN INSTRUMENT NO. 20181227001566720 OF SAID OFFICIAL PUBLIC RECORDS, AND ALL OF THE 2.029 ACRE TRACT OF LAND CONVEYED TO T & A LANCASTER REALTY, LLC BY DEED OF RECORD IN INSTRUMENT NO. 20181227001566730, OF THE SAID OFFICIAL PUBLIC RECORDS; SAID 16.828 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING, AT A 1/2 INCH IRON ROD FOUND FOR CORNER IN THE EAST RIGHT-OF-WAY LINE OF SOUTH FERGUSON PARKWAY (A 120' RIGHT-OF-WAY); SAID POINT ALSO BEING THE SOUTHWEST CORNER OF SAID 9.048 ACRE TRACT, SAID POINT ALSO BEING THE NORTHWEST CORNER OF LOT 8, BLOCK B, LAKEVIEW ESTATES PHASE 1, AN ADDITION TO THE CITY OF ANNA ACCORDING TO THE PLAT RECORDED IN VOLUME 2016, PAGE 440, PLAT RECORDS OF COLLIN COUNTY, TEXAS; THENCE, IN A NORTHERLY DIRECTION, WITH THE SAID EAST LINE OF SOUTH FERGUSON PARKWAY, THE WEST LINE OF SAID 9.048 ACRE TRACT AND THE WEST LINE OF SAID 7.076 ACRE TRACT, THE FOLLOWING CALLS: NORTH 01 DEGREES, 39 MINUTES, 56 SECONDS WEST, AT A DISTANCE OF 170.00 FEET PASSING THE WESTERLY NORTHWEST CORNER OF SAID 9.048 ACRE TRACT AND BEING THE SOUTHWEST CORNER OF SAID 2.029 ACRE TRACT, CONTINUING IN ALL A TOTAL DISTANCE OF 275.82 FEET TO A 1/2-INCH IRON ROD FOUND AT AN ANGLE POINT; NORTH 01 DEGREES, 27 MINUTES, 42 SECONDS WEST, A DISTANCE OF 136.91 FEET TO A 5/8-INCH IRON ROD WITH "WESTWOOD PS" CAP SET AT AN ANGLE POINT; NORTH 02 DEGREES, 45 MINUTES, 20 SECONDS EAST, A DISTANCE OF 51.68 FEET TO A "+" CUT IN CONCRETE FOUND FOR CORNER; SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID 2.029 ACRE TRACT AND THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, ANNA ELEMENTARY SCHOOL #2 ADDITION, AN ADDITION TO THE CITY OF ANNA, TEXAS ACCORDING TO THE PLAT RECORDED IN VOLUME 2006, PAGE 364 OF THE PLAT RECORDS OF COLLIN COUNTY, TEXAS; THENCE, SOUTH 88 DEGREES, 04 MINUTES, 45 SECONDS EAST, DEPARTING THE SAID EAST LINE OF SOUTH FERGUSON PARKWAY AND WITH THE COMMON LINE BETWEEN SAID 2.029 ACRE TRACT AND SAID LOT 1, BLOCK 1, AT A DISTANCE OF 307.58 FEET PASSING THE NORTHEAST CORNER OF SAID 2.029 ACRE TRACT AND THE NORTHWEST CORNER OF SAID 5.752 ACRE TRACT, CONTINUING ALONG THE COMMON LINE OF SAID LOT 1, BLOCK 1 AND SAID 5.752 ACRE TRACT, AT A DISTANCE OF 1528.60 FEET PASSING AGAIN AT A 1/2 INCH IRON ROD FOUND, CONTINUING IN ALL A TOTAL DISTANCE OF 1,619.66 FEET TO A POINT FOR CORNER IN THE WEST LINE OF A 12.988 ACRE TRACT OF LAND CONVEYED TO WILLIAM R. AND ANDREA M. HENRY BY DEED OF RECORD IN INSTRUMENT NO. 201000528000541220 OF SAID OFFICIAL PUBLIC RECORDS AND IN THE APPROXIMATE CENTERLINE OF A CREEK; SAID POINT ALSO BEING THE NORTHEAST CORNER OF SAID 5.752 ACRE TRACT; THENCE, DEPARTING THE SAID COMMON LINE BETWEEN THE 5.752 ACRE TRACT AND LOT 1, BLOCK 1 AND ALONG THE SAID WEST LINE OF SAID 12.988 ACRE TRACT AND SAID CENTERLINE OF A CREEK, THE FOLLOWING CALLS: SOUTH 11 DEGREES, 35 MINUTES, 13 SECONDS WEST, A DISTANCE OF 199.56 FEET TO AN ANGLE POINT; SAID POINT ALSO BEING THE SOUTHEAST CORNER OF SAID 5.752 ACRE TRACT AND THE NORTHEAST CORNER OF SAID 9.048 ACRE TRACT; SOUTH 13 DEGREES, 16 MINUTES, 50 SECONDS WEST, A DISTANCE OF 19.22 FEET TO AN ANGLE POINT; SOUTH 17 DEGREES, 48 MINUTES, 30 SECONDS WEST, A DISTANCE OF 110.00 FEET TO AN ANGLE POINT; SOUTH 12 DEGREES, 12 MINUTES, 17 SECONDS EAST, A DISTANCE OF 151.25 FEET TO A POINT AT THE SOUTHEAST CORNER OF SAID 5.752 ACRE TRACT; SAID POINT ALSO BEING THE NORTHEAST CORNER OF A 9.633 ACRE TRACT OF LAND CONVEYED TO THE CITY OF ANNA BY DEED OF RECORD IN INSTRUMENT NO. 20160627000809900 OF SAID OFFICIAL PUBLIC RECORDS; THENCE, NORTH 87 DEGREES, 55 MINUTES, 02 SECONDS WEST WITH THE NORTH LINE OF SAID 9.633 ACRE TRACT OF LAND, AT A DISTANCE OF 144.90 FEET PASSING THE NORTHWEST CORNER OF SAID 9.633 ACRE TRACT AND CONTINUING WITH THE NORTH LINE OF CORNER OF LAKEVIEW ESTATES, PHASE 2, AN ADDITION TO THE CITY OF ANNA, TEXAS ACCORDING TO THE PLAT RECORDED IN VOLUME 2018, PAGE 940 OF THE PLAT RECORDS OF COLLIN COUNTY, TEXAS, AT A DISTANCE OF 1,124.89 FEET PASSING THE NORTHEAST CORNER OF LOT 4, BLOCK C OF SAID LAKEVIEW ESTATES PHASE 1 ADDITION, CONTINUING WITH THE NORTH LINE OF SAID LAKEVIEW ESTATES PHASE 1 ADDITION, A TOTAL DISTANCE OF 1,564.60 FEET TO THE POINT OF BEGINNING CONTAINING 733,011 SQUARE FEET OR 16.828 ACRES OF LAND. DRAINAGE AND FLOODWAY EASEMENT (FOR SUBDIVISION PLAT WHERE FLOODPLAIN IS MAINTAINED BY A HOMEOWNERS ASSOCIATION) STATE OF TEXAS) COUNTY OF COLLIN) CITY OF ANNA) THIS PLAT IS HEREBY ADOPTED BY THE OWNERS (CALLED "OWNERS") AND APPROVED BY THE CITY OF ANNA, (CALLED "CITY") SUBJECT TO THE FOLLOWING CONDITIONS WHICH SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS, GRANTEES, SUCCESSOR, AND ASSIGNS: LOT 45X, BLOCK G, AS SHOWN ON THE PLAT IS CALLED "DRAINAGE AND FLOODWAY EASEMENT." THE DRAINAGE AND FLOODWAY EASEMENT IS HEREBY DEDICATED TO THE PUBLIC'S USE FOREVER, BUT INCLUDING THE FOLLOWING COVENANTS WITH REGARD TO MAINTENANCE RESPONSIBILITY. THE EXISTING CREEK OR CREEKS TRAVERSING THE DRAINAGE AND FLOODWAY EASEMENT SHALL REMAIN AS OPEN CHANNELS AT ALL TIMES AND SHALL BE MAINTAINED BY ALL OF THE OWNERS OF LOTS IN THE SUBDIVISION BY AND THROUGH A LAWFULLY CREATED HOMEOWNERS ASSOCIATION TO BE CREATED BY THE OWNERS. THE OWNERS COVENANT AND AGREE THAT SUCH A HOMEOWNERS ASSOCIATION (CALLED "ASSOCIATION") SHALL BE CREATED PRIOR TO THE FINAL ACCEPTANCE OF THE CITY. ALL ASSOCIATION DOCUMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY AND SHALL SPECIFICALLY CONTAIN COVENANTS BINDING THE ASSOCIATION TO CONTINUOUSLY MAINTAIN THE DRAINAGE AND FLOODWAY EASEMENT. SUCH COVENANTS SHALL NOT RELIEVE THE INDIVIDUAL LOT OWNERS OF THE RESPONSIBILITY TO MAINTAIN THE DRAINAGE AND FLOODWAY EASEMENT SHOULD THE ASSOCIATION DEFAULT IN THE PERFORMANCE OF ITS MAINTENANCE RESPONSIBILITY. THE ASSOCIATION DOCUMENTS SHALL ALSO CONTAIN PROVISIONS THAT THEY MAY NOT BE AMENDED WITH REGARD TO THE DRAINAGE AND FLOODWAY EASEMENT MAINTENANCE RESPONSIBILITIES WITHOUT THE APPROVAL OF THE CITY. THE FEE SIMPLE TITLE TO THE DRAINAGE AND FLOODWAY EASEMENT SHALL ALWAYS REMAIN IN THE ASSOCIATION. THE CITY WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID CREEK OR CREEKS OR FOR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT RESULTS FROM THE FLOW OF WATER ALONG SAID CREEK, OR FOR THE CONTROL OF EROSION. NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY CONSTRUCTION OF ANY TYPE OF BUILDING, FENCE, OR ANY OTHER STRUCTURE WITHIN THE DRAINAGE AND FLOODWAY EASEMENT. PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY TO CONSIDER CHANNELIZING OR ERECTING ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE, THEN IN SUCH EVENT, THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER UPON THE DRAINAGE AND FLOODWAY EASEMENT AT ANY POINT, OR POINTS, WITH ALL RIGHTS OF INGRESS AND EGRESS TO INVESTIGATE, SURVEY, OR TO ERECT, CONSTRUCT, AND MAINTAIN ANY DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. THE OWNERS AND THE ASSOCIATION SHALL KEEP THE NATURAL DRAINAGE CHANNELS WITHIN THE DRAINAGE AND FLOODWAY EASEMENT FREE OF DEBRIS, SILT, OR ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS OR OBSTRUCT THE FLOW OF WATER, AND THE CITY SHALL HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE OWNERS AND THE ASSOCIATION TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE CREEKS AND NATURAL DRAINAGE CHANNELS THROUGH THE DRAINAGE AND FLOODWAY EASEMENT AS IN THE CASE OF ALL NATURAL CHANNELS, ARE SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION TO AN EXTENT WHICH CANNOT BE DEFINITELY DEFINED. THE CITY SHALL NOT BE LIABLE FOR ANY DAMAGES AND INJURIES OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES, WITHIN THE DRAINAGE AND FLOODWAY EASEMENT, AND THE OWNERS HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY FORM ANY SUCH DAMAGES AND INJURIES. BUILDING AREA OUTSIDE THE DRAINAGE AND FLOODWAY EASEMENT SHALL BE FILLED TO A MINIMUM ELEVATION SHOWN ON THE PLAT. EXHIBIT A 2 0 F 2 NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, BLOOMFIELD HOMES, L.P. AND T & A LANCASTER REALTY, LLC, THROUGH THEIR DULY AUTHORIZED OFFICER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS LAKEVIEW ESTATES, PHASE 3, AN ADDITION TO THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN THEREON; AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART 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 ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND ANY PUBLIC UTILITY COMPANY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. WITNESS MY HAND THIS , DAY OF 12020. BLOOMFIELD HOMES, L.P. A TEXAS LIMITED PARTNERSHIP BY: BLOOMFIELD PROPERTIES, INC. A TEXAS CORPORATION, GENERAL PARTNER 10 DONALD J. DYKSTRA, PRESIDENT T & A LANCASTER REALTY, LLC A LIMITED LIABILITY COMPANY BY: TITLE: 10 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DONALD J. DYKSTRA KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS , DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 2020. BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS , DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 2020. THIS IS TO CERTIFY THAT I, JASON B. ARMSTRONG, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, HAVE PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND; AND THAT ALL LOT CORNERS, ANGLE POINTS, AND POINTS OF CURVE SHALL BE PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME. THIS , DAY OF PRELIMINARY SURVEY NOT FOR RECORDING PURPOSES , 2020. JASON B. ARMSTRONG REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5557 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JASON B. ARMSTRONG KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS , DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS n\A/ICI F F? (DAY CARE LOT) T & A LANCASTER REALTY, LLC 2328 HARRISBURG LANE PLANO, TEXAS 75025 DEVELOPER (RESIDENTIAL LOTS / COMMON AREA) BLOOMFIELD HOMES, L.P. 1050 HIGHWAY 1 14, SUITE 210 SOUTHLAKE, TEXAS 76092 ENGINEER/SURVEYOR Westwood Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps corn Westwood Professional Services, Inc. TBPE Firm Reg. No. 11756 TBPLS Firm Reg. No. 10074301 , 2020. APPROVED THIS THE , DAY OF , 2020. BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS CITY SECRETARY FINAL PLAT OF LAKEVIEW ESTATES, PHASE 3 LOTS 9-17, BLOCK B, LOTS 17-32, BLOCK C; LOTS 45X, 38-44, BLOCK G; LOTS 1-26, BLOCK I; 57 RESIDENTIAL LOTS, 1 COMMON AREA LOT & 1 DAYCARE LOT 16.828 ACRES JOSEPH SCHLUTER SURVEY, ABSTRACT NO. 856 IN THE CITY OF ANNA, COLLIN COUNTY, TEXAS (9 THIS PLAT FILED IN DOCUMENT No. 0.P.R.C.C. T 16.828 AcREs FEBRUARY 20, 2020 JoB No. 0006408.01 LAKEVIEW ESTATES, PHASE 3 N: \0006408.01\dwg\Survey\0006408.01 FINAL PLATdwg THE CITY DE Anna AGENDA ITEM: Item No. 10. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Children's Lighthouse Addition, Block 1, Lots 1 and 2, Preliminary Plat. Applicant: Tim McNutt SUMMARY: Child-care center on one lot and vacant lot on 2.9± acres located at the northwest corner of Leonard Avenue and Sharp Street. Zoned Planned Development-841-2020. STAFF RECOMMENDATION: Recommend for approval as submitted. ATTACHMENTS: Description Locator Exhibit Upload Date Type 2/20/2020 Exhibit 2/27/2020 Exhibit E FINL'EYiBL "16,.."-, __ Preliminary Plat- Children's Lighthouse, Block 1, Lot 1 (A IF cj- �. l 1' �• � � III �•. 16 PER ..• � . � �, ������ '` Ills � �� - • RINNA-DR 1 /-'r SHARP ST t , a THE CITY OF N r nn� D Q Proposed Site 16 City Limits ... or Parcels � ETJ 0 250 500 1,000 Feet February 2020 wing & Development\Project Review\Children's Lighhouse Addn, BI 1, Us 1 & 2\Preliminary Plat\Agenda M: STATE OF TEXAS COUNTY OF COLLIN FLOOD NOTE: NO PORTION OF THIS PROPERTY LIES WITHIN A 100-YEAR FLOOD HAZARD ZONE, ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM'S FLOOD INSURANCE RATE MAP FOR TARRANT COUNTY, TEXAS, AND INCORPORATED AREAS, COMMUNITY -PANEL NUMBER 48085C0160J, MAP REVISED JUNE 2, 2009. BEARING BASE: LAND USE DATA TABLE NUMBER OF LOTS ZONING TOTAL AREA 2 PD-841-2020 2.881 ACRES SHARED ACCESS DRIVE: A MAINTENANCE AGREEMENT SHALL BE IMPLEMENTED EXHIBIT A FOR THE SHARED ACCESS DRIVEWAY. ANNA TOWN CENTER NO. 4/SHRP, LTD. 20141007001096140 O.P.R.C.C.T. ----- -- - o 0 ANNA CROSSING AMC, LTD— -"/ � � \� 20141007001096130 — O.P.R.C.C.T. O— — ------- _ O O I / RED L19 C1 . C 10 S 84°34'46 "E 128.60' to MFOUNDAG ILI S 40° 10'° SANITARY SEWER EASEMENT rrBY THIS PLAT 1 � 2.28 N 87°54' 1 1 "W 25T03' / 6.71'- J FIRE LANE ACCESS & 15' DRAINAGE EASEMENT �p / (BY THIS PLAT) 45 / / o, / WATER EASEMENT ' BUILDI ' NNA CROSSING AMC, LTD 20140724000770380 APPROXIMATE LOCATION i / O.P.R.C.C.T. _ OF CENTERLINE OF / A=43019'O1" RIGHT-OF-WAY R=470.00' L-355 33' CH=N 73045'44"E �� STREET 1/2" IRON ROD MARKED PRP , ouv_ PUBLIC "BRITTAIN & CRAWFORD", RON ROD " I FOUND-, / RON 346.93 �EXiST\NOH�° of-WAYi SET 1 THE BEARINGS SHOWN HEREON ARE TEXAS STATE / 00 i (BY THIS PLAT) L5 � NG SETBACK PLANE GRID BEARINGS ESTABLISHED USING THE O. �84-3445"E (BYTHISPLAT) GLOBAL POSITIONING SYSTEM SATELLITES, AND LOCAL % „W cJ6 �j8'= 65.64' CONTINUOUSLY OPERATING REFERENCE STATIONS. / aO /' <3 S BO°55'53" 7, N 84°34'46"W 150.84P BEARINGS SHOWN HEREON ARE STATE PLANE (NAD 83) 0, Ir I 'S3 E�g�'� — — _ \ O S 84°34 46 FOR THE TEXAS NORTH CENTRAL ZONE. — �— _ — — E 155.25_ i N 10°57'37"W �°' N 84°34'46W 6564'�°� 51.14 . � 7 \ \ L 5/8„ IRON 0 MAP LEGEND: ROD FOUND G '? Q— V�� `9\ ��, �c� 14 1 1 16 O.P.R.C.C.T. - OFFICIAL PUBLIC RECORDS OF COLLIN / �� ��y �� A=29°48'59" R=388.00' ��g COUNTY, TEXAS ` R=470.00' L=96.08' �° 7 L=244.58' CH=S 88°19'36"W � 0® / ls. 95 83 I Cour se Bearing Di st ance L1 S 290 05' 33" W 39. 01' L2 S 490 45' 19" W 22. 61' L3 N 54° 04' 07" W 11. 32' L4 N 100 01' 07" W 4. 40' L5 S 790 59' 56" W 15. 00' L6 S 10° 01' 07" E 39. 01' L7 N 80° 00' 02" E 15. 00' L8 N 10° 01' 07" W 4. 40' L9 N 35° 55' 53" E 10. 19' L 10 N 490 45' 19" E 31. 66' L11 N 290 05' 33" E 29. 44' L12 N 00'27' 50" E 3. 33' L13 N 89° 32' 10" W 10. 00' L14 N 00'27' 50" E 15. 00' L 15 S 890 32' 10" E 10. 00, L16 S 00027' 50" W 15. 00' L17 S 00'37' 10" W 5. 88' L18 S 89° 37' 27" E 3. 43' L19 S 00'37' 10" W 6. 10' L20 N 89° 37' 27" W 1 3. 31' 1/2" IRON ROD MARKED "GLAS" FOUND A=42052'22„ R=64.00' L=47.89' CH=N 20050'23"W 46.78' 1 /2" IRON ROD MARKED "GLAS" FOUND LOT 1, BLOCK 1 ANNA CROSSING AMENITY CENTER ADDITION 20161110010004620 O.P.R.C.C.T. Cur ve Radi us Length Del t a Chor d Chord Bear. C1 30. 00' 18. 92' 36007' 52" 18. 61' S 18° 41' 06" W C2 25. 00' 40. 31' 92° 22' 58" 36. 08' S 45° 34' 19" E C3 412. 00' 51. 66' 7° 11' 02" 51. 62' S 88' 10' 17" E C4 49. 00' 72. 86' 85' 11' 56" 66. 33' S 41 ° 58' 48" E C5 25. 00' 39. 38' 90° 14' 37" 35. 43' S 44° 30' 08" E C6 30. 00' 13. 94' 26° 37' 13" 13. 81' N 77° 03' 57" E C7 30. 00' 13. 93' 26° 35' 53" 13. 80' N 76° 19' 30" W C8 49. 00' 77. 18' 90' 14' 48" 69. 45' N 44° 30' 03" W C9 25. 00' 37. 26' 850 23' 56" 33. 91, N 410 52' 48" W C10 470. 00' 110. 75' 13030' 03" 110. 49' N 880 40' 13" E C11 1 470. 00' 48. 81' 5057' 03" 48. 79' N 81 ° 29' 53" E ������///f 1 RI IRON ROD MARKEDT� "BRITTAIN & CRAWFORD",� ' N 89°30'50 "W / 151.64' SET N 89030'50"W 396.64 5' WALL MAINTENANCE EASEMENT STATE OF (BY THIS PLAT) POINT OF BEGINNING COUNTY OF (1/2" IRON ROD FOUND) BEFORE ME, the undersigned authority, on this day personally appeared Richard Skorburg, known to me to be the person whose name is subscribed to the above and foregoing instrument, and acknowledged to me that he/they executed the same for the purpose and consideration expressed and in the capacity therein stated and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2020. Notary Public in and for the State of Texas My commission expires: STATE OF COUNTY OF BEFORE ME, the undersigned authority, on this day personally appeared Chris L. Blevins, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 12020. CH= 67000 241.83' 42 E �� �� N i� w co LO Z ^ �1� e 5.27' 14.26 5/8" IRON ROD r-iMARKED "4838" FOUND U I 0=3°24'46" R=1660.00' L=98.88' CH=S 02019'34"W 98.87' 5/8" IRON ROD FOUND 120.0' w = ") I awg �0) 212 LOT 2, BLOCK 1 co n w w N w W� CHILDREN'S LIGHTHOUSE ADDITION W � I gelf= I N Q m LOT 1, BLOCK 1 1.119 ACRES CHILDREN'S LIGHTHOUSE ADDITION o ui UJ p a- (48,726 SQUARE FEET) i` 1.762 ACRES o) � m to w 0 CO (76,738 SQUARE FEET) ZI � -,d IN a w z OO "' OLLJ N cn co REMAINDER PORTION OF TRACT 1 ANNA w Z TOWN CENTER No. 4/SHRP, LTD. p � LL_ 0 DOC. No. 2014-38965 _1 o w Q O.P.R.C.C.T. \ �'s of z \ L 18 C6 0o w � U- �— o a UJ C mow= X l� O � U C9 w o- 45' BUILDING SETBACK_ O o (BY THIS PLAT) L20 C71 Q PRESCRIPTIVE RIGHT-OF-WAY FOR FM 422 SOUTH PROPERTY LINE OF TRACT 1 Ln 60.0' 60.0' (NO RECORDING INFORMATION FOUND) ANNA TOWN CENTER No. 4/SHRP, LTD. WATERLINE EASEMENT 120.0' TO BE ABANDONED BY THIS PLAT DOC. No. 2014-38965 (BY THIS PLAT) 5/8" IRON ROD L15 MARKED "4838" FOUND °� S 00°27'50"W WJ L13 �' 18.33' L1 1/2" IRON ROD MARKED "SPRY" OWNER: FOUND O.P.R.C.C.T. ,N 89°30'50"W;245.00' i�� LOT 1, BLOCK 1 ANNA ELEMENTARY No. 3 20180416010001620 O.P.R.C.C.T. KNOW AL MEN BY THESE PRESENTS: This is to certify that I, Chris L. Blevins, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction and superivsion. CHRIS L. BLEVINS Registered Professional Land Surveyor State of Texas No. 5792 CHRIS L. BLEVINS 5792 \ o ��F£ S ANNA TOWN CENTER No. 4/SHRP, LTD 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TX 75225 PHONE: (214) 522-4945 EMAIL: jarnold@skorburgcompany.com CONTACT: JOHN ARNOLD WHEREAS, ANNA TOWN CENTER No. 4/SHRP, LTD, acting by and through the undersigned, its duly authorized representative, is the sole owner of a tract of land located in GRANDISON STARK SURVEY, Abstract No. 798 in the City of Anna, Collin County, State of Texas, said tract of land being a portion of a called 129.92 acre tract (Tract 1) according to the deed recorded in the Volume 5631, Page 2600 of the Collin County Land Records and part of the prescriptive right-of-way for County Road 422 (to be abandoned by this plat) and being more particularly described as follows: LEGAL DESCRIPTION BEING 2.880 acres of land situated in the GRANDISON STARK SURVEY, Abstract No. 798, Anna, Collin County, Texas, and being comprised of a portion of the tract of land identified as "Tract 1" in the deed conveyed to Anna Town Center No. 4/SHRP, Ltd., by the deed recorded in County Clerk File Number D217028360, of the Official Public Records of Collin County, Texas, and part of the prescriptive right-of-way for County Road 422 (to be abandoned by this plat). Said 2.880 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a%" iron rod found at the Southeast corner of Lot 1, Block 1, Anna Crossing Amenity Center Addition, an addition to the City of Anna, according to the plat recorded in County Clerk's Document Number 20161110010004620, of the Official Public Records of Collin County, Texas, and said point lying in the North boundary line of Lot 1, Block 1, Anna Elementary No. 3, an addition to the City of Anna, according to the plat recorded in County Clerk's Document Number 20180416010001620, of the Official Public Records of Collin County, Texas; THENCE along the East boundary line of said Lot 1, Block 1, Anna Crossing Amenity Center Addition, and severing said Anna Town Center No. 4/SHRP, Ltd. tract, as follows: 1. N 00° 35' 02" E 115.59 feet, to a '/2" iron rod marked "GLAS", found at the beginning of a curve to the left; 2. NORTHWESTERLY 47.89 feet, along said curve to the left, having a radius of 64.00 feet, a central angle of 42° 52' 22", and a chord bearing N 20° 50' 23" W 46.78 feet, to a'/2' iron rod marked "GLAS" found at the end of said curve; 3. N 42° 15' 48" W 77.55 feet, to a %" iron rod, found in the new South right-of-way line of Sharp Street (a 60 foot wide public right-of-way), and said point lying in a curve to the right; THENCE along the new South right-of-way line of said Sharp Street, and severing said Anna Town Center No. 4/SHRP, Ltd. tract, as follows: 1. NORTHEASTERLY at 244.58 feet, passing a'/i' iron rod marked "Brittain & Crawford", set for the proposed Northwest corner of Lot 1, Block 1, CHILDRENS LIGHTHOUSE ADDITION, and in all 355.33 feet, along said curve to the right, having a radius of 470.00 feet, a central angle of 43° 19' 01", and a chord bearing N 73° 45' 44" E 346.93 feet, to a %" iron rod, found at the end of said curve; 2. S 84° 34' 46" E 128.60 feet, to a MAG nail found; 3. S 40° 10' 55" E 14.26 feet, to a %" iron rod marked "4838", found at the intersection of the new South right-of-way line of said Sharp Street with the West right-of-way line of Leonard Avenue (a 120' wide public right-of-way), and said point lying in a curve to the left; THENCE along the West right-of-way line of said Leonard Avenue, as follows: 1. SOUTHWESTERLY 98.88 feet, along said curve to the left, having a radius of 1660.00 feet, a central angle of 03° 24' 46", and a chord bearing S 02° 19' 34" W 98.87 feet, to a %" iron rod, found at the end of said curve; 2. S 000 37' 10" W 176.93 feet, to a %" iron rod marked "4838", found in the South boundary line of the aforesaid Anna Town Center No. 4/SHRP, Ltd. tract, and said point lying in the North right-of-way line of the aforesaid prescriptive right-of-way for County Road 422 (to be abandoned by this plat); 3. S 00° 27' 50" W 18.33 feet, to a %" iron rod found marked "SPRY", found at the Northeast corner of the aforesaid Lot 1, Block 1, Anna Elementary No. 3; THENCE N 89° 30' 50" at 245.00 feet, passing a'/2" iron rod marked "Brittain & Crawford", set for the proposed Southwest corner of Lot 1, Block 1, CHILDRENS LIGHTHOUSE ADDITION, and in all 396.64 feet, along the North boundary line of the aforesaid Lot 1, Block 1, Anna Elementary No. 3, to the POINT OF BEGINNING containing 2.880 acres (125,464 square feet) of land. OWNER'S DEDICATION & ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF COLLIN THAT ANNA TOWN CENTER No. 4/SHRP, LTD., acting by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as Lots 1 and 2, Block 1, Children's Lighthouse Addition, an addition to the City of Anna, Texas and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alley are dedicated for street purposes. The easements and public use area, 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 may 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 of 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. The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises,with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and he (they) shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstructions, including but not limited to the parking of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use. This appoved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, MY HAND, this the day of By: Richard Skorburg, Representative for Anna Town Center No. 4/SHRP, Ltd. ENGINEER: CARILLO ENGINEERING, LLC 301 COMMERCE STREET FORT WORTH, TX 76102 PHONE: (817) 697-4996 EMAIL: anna.blackwell@carilloeng.com CONTACT: ANNA BLACKWELL, P.E. .2020. SURVEYOR: B-)T1%ITTAINR & URA FOM LAND SURVEYING & TOPOGRAPHIC MAPPING TEL (817) 926-0211 ID FAX (817) 926-9347 P.O. BOX 11374 * 3908 SOUTH FREEWAY FORT WORTH, TEXAS 76110 EMAIL: admin@brittain—crawford.com WEBSITE: www.brittain—crawford.com FIRM CERTIFICATION# 1019000 PRELIMINARY PLAT CHILDREN'S LIGHTHOUSE ADDITION LOTS 1 AND 2, BLOCK 1 BEING A PART OF A CALLED 129.92 ACRE TRACT (TRACT 1) AS RECORDED IN VOLUME 5631, PAGE 2600, COLLIN COUNTY LAND RECORDS AND PART OF THE PRESCRIPTIVE RIGHT-OF-WAY FOR COUNTY ROAD 422 LOCATED IN THE GRANDISON STARK SURVEY, ABSTRACT No. 798 AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS 30 0 30 60 90 GRAPHIC SCALE I INCH 30 FEET Notary Public in and for the State of Texas My commission expires: FEBRUARY 2020 / 2 LOTS 2.880 ACRES (J.U.) ...Projects\CARRILLO ENGINEERING\ANNA — CHILDRENS LIGHTHOUSE\Children's Lighthouse — Plat.dwg I SIN FIN #797 THE CITY DE Anna AGENDA ITEM: Item No. 11. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action on a recommendation regarding the Anna Town Center Addition, Block A, Lot 9, Site Plan. Applicant: Bannister Engineering SUMMARY: Restaurant with drive -through service on one lot on 0.9± acre located on the east side of U.S. Highway 75, 1,109± feet north of W. White Street (F.M. 455). Zoned Planned Development-648- 2014. STAFF RECOMMENDATION: Recommend for approval as submitted. ATTACHMENTS: Description Locator Exhibit Upload Date Type 2/20/2020 Exhibit 2/27/2020 Exhibit Site Plan- Anna Town Center, Block A, Lot 9 c 00 a a M .W W. r G uJ I o �•a a SUZIE LN cL v m z z O it 0 c y , W � � J Of WI W LSIDE'DR k WILEY FARM z _ O; Z• I W 2 tFT�f} I• i�y�ti�.., U I i• H �s� Mi' ' ff O . o co p -. •.� }�,f;, �' THE CITY OF N Proposed Site Parcels 0 250 500 1,000 Feet February 2020 L.\Planning & Development\Project Review\Anna Town Center.. BL A, Lt 9 Panda Ex pre ss`Agenda Map.mxd EXHIBIT Al / I I 00 L0 N LO I� 12 O d- I � � o U N U —gym° o W /e�z Q / m 20' PERMANENT WATER EASEMENT INSTRUMENT NUMBER 20150623000757320 0.P.R.C.C.T. I I / PERMANENT PUBLIC WATER EASEMENT I INSTRUMENT NUMBER 20151103001390320 / I AMENDED AND RESTATED 20150602000647460 O.P.R.C.C.T. 10' ELECTRICAL I \ EASEMENT INSTRUMENT NUMBER 20150602000647420 I 0.P.R.C.C.T. I FIRELANE, ACCESS, I UTILITY AND DRAINAGE I EASEMENT I/ INSTRUMENT NUMBER 20150602000647420 I O.P.R.C.C.T. �/ I EXISTING DRIVEWAY � u a I I I � W I M I I / I Z � I � I J I I � � I PROPOSED 5'� / CONCRETE SIDEWALK / AND 5' SIDEWALK ' EASEMENT I w I � I I N � I I I I 20.0, 5.5' �rR ers� I I Ir•—. r—I I 1 N I � W I I I -E ss 75 I IRE AINDER OF I I \ SITE I I Q SEMINOL ANNA TOWN CE TER, L.P. PROPOSED 7' HIGH CMU "` I INSTRUMENT NUMBER 2008012$000100640 DUMPSTER ENCLOSURE \x O.P.R.C.C.T. WITH SOLID METAL DOORS. \ w I W I REFER TO ARCH DETAIL. I \ ZONED: PD 121-2003 I END 5' CONCRETE SIDE SAMPLE \ \ 1 I WALK CONSTRUCTION DOUBLE PORT I \ N AT PROPERTY LINE CLEANOUTP BOMENUARD PROPOSED 1,000 gal I ^ I I o� I 45 45 wooI (TYP) ) GREASE INTERCEPTOR I Ex ,a/SD I ^ a _ � I N b 24I—O—lOf� _ -� I�of was ORDER 5.5 22�"E BOX PROPOSED 5' I Lair � 20.0' .46 0 CURB INLET FUr RE LIAPLE WIDTH (TYP) "ft AI 75 ft FIRE, , I LS � Q1 O------------ - / dRAIN,A-GE �A�EMENT � R10.0' 6 o ��� LS 4.1' —� / , VICINITY MAP \ � �80" / 5°37'02" NOT TO SCALE w Cl) R3.0' A 2.7� �tx > R3.0' =118 00' 51 1--: (TYP) 7' U 11.57' / CB=S21°23'33"W 7 � LU o - � ■ � / cam � CL=11.56' dooftFXiST 3g 0, IR12.0' ` r , o FSS � FoRos y �` 0 ` R�_0 /R S F<,q I ORDER PICK-UP o � WINDOW 0 / � .� /I "THANK YOU" � 4% BFR SIGN / O PROPOSED FIRE HYDRANT i - SF — — — — ——820_0' I �— ------ (TYP) H 24.01 PROPOSED CONCRETE PA EMENT �I ZY � IQ � m m co♦♦w^� R20.0' I 13.5' 2,300 S.F. F.F.E. = 720.50' CONCRETE WHEEL STOPS (TYP) CESSIBL �, SIGN (TYP) m 11.0' - 8.0' 9.0' LS (TYP) N O �J ✓AN 1 R15.0' _�A 0 R3.0' `14 (TYP) CLEARANCE BAR -FIRE LANE I & ACCESS ESMT. r" PROPOSED POLE SIGN(: LS (BY OTHE S) LS — — — — — EX LD ENSI S_A l ATI O- 0 9.0' — — —O� BE DETERMINED BY PANDA PROJECT O N (TYP) MA AGE AND IGN C MPA Y 11 PROPOSED 10' - / TEMPORARY CONSTRUCTION o C-i / EASEMENT - i > W �occ LL L----VJ I / 1 ' / I LOT 1, (BLOCK A 5' BUILDI�G \� EXISTING / 50.5 FIRELANE, CCESS, I WAL-MART ANNA ADDITION I SETBAC INSTRUMENT CONCRT / UTI ITY AND DIJ(INAGE ' NUMBER I INSTRUMET549 NUMBER w PAVEM NTI EASEME T 201 I 7071 80100�338 -----T----�— — S�R�1ME1>JT LLMaE — _ — — — — — PL��� — — _ _ _201 — ^rye rN ^N ^ 9 ZONED: PD 121-2003 hO.P.R.C.C. I POR C. f � I — I 25' BUILDING I I I SETBACK INSTRUMENT NUMBER I 20170718010003380 O.P.R.C.C.T. I 20' LANDSCAPE AND WATER EASEMENT I I INSTRUMENT NUMBER =I 20170718010003380 I O.P.R.C.C.T. 1 1 1 I � I � 1 I I LOT 2, BLOCK A WAL-MART ANNA ADDITION INSTRUMENT NUMBER 2017-549 P.R.C.C.T. ZONED: PD 121-2003 OWNER Q Seminole Anna Town Center, LP 8111 Westchester Dr., Suite 800 Dallas, TX 75225 Office (214) 844-3249 Contact: Brian Bischoff ENGINEER Bannister Engineering, LLC T.B.P.L.S. Registration No. 10193823 240 North Mitchell Road Mansfield, Texas 76063 Office (817) 842-2094 Contact: Cody R. Brooks, P.E. PROPOSED WATER AND 22'53" IRRIGATION METERS R=118.00' L=46.09' CB=S13'00'37"W J - CL- _-L — E' 2" PROPOSED DETECTOR C CHECK VAULTS -- — —FUTURE VARIAB=Wlt � — L18.0'__ _ DRAIN�E -EA-SEIvl IN T REMAINDER OF S — — _ Q S-EMN-9-LE ANNA TOWN CENTER, L.P. _ — PROPOSED 4' DIA SANITARY INSTRUMENT NUMBER SEWER MANHOLE 20080128000100640 R8.0 0.P.R.C.C.T. PROPOSED DRIVEWAY ZONED: PD 121-2003 �F W L \ PROPOSED 12" HDPE STORM SEWER R10.0' � 1F VTAI177_7=-=T�E7rS` 1? N,— — — — — — — — — - 0 7 INSTRUMENT NUMBER _ —2�1 1030(1390320 _ AA EN= AND -RESTATED 2�0�20966�466— S ' 14"W 13.00' / EXISTING GAS LINE I PROPOSED 5' CURB INLET 1 / / 10' ELECTRIC 0 EASEMENT] _1� MBNr-MT -BI ----- -----� // 7071801 004�380 / c- O.P.R.C.C.T' \ / SURVEYOR Registered Professional Land Surveyor No. 4838 Bannister Engineering, LLC T.B.P.L.S. Registration No. 10193823 240 North Mitchell Road Mansfield, Texas 76063 Office (817) 842-2094 Contact: Michael Dan Davis ® I EXISTING FIRE HYDRANT DEVELOPER Panda Restaurant Group, Inc. 11604 Hollister Drive Austin, Texas 78739 Contact: Dennis Stone Senior Project Manager Office (512) 288-5070 Cell (512) 897-4308 51.5' FIRELANE, ACCESS, \ UTILITY AND DRAINAGE EASEMENT INSTRUMENT NUMBER 2017-549 P.R.C.C.T. SITE SUMMARY TABLE GENERAL SITE DATA ZONING PD 648-2014 LAND USE RESTAURANT WITH DRIVE-THRU LOT AREA 40,021 S.F. (0.919 ACRES) TOTAL BUILDING AREA (SQUARE FEET) 2,300 S.F. BUILDING HEIGHT (STORIES) 1 STORY LOT COVERAGE - PROPOSED 5.75% SETBACKS 50' BUILDING SETBACK (FROM FRONT PROPERTY LINE). PARKING REQUIRED PARKING (10 SPACES PER 1,000 SF GROSS FINISHED FLOOR AREA) 23 SPACES PARKING PROVIDED 44 SPACES ACCESSIBLE / VAN ACCESSIBLE REQUIRED 2 SPACES ACCESSIBLE / VAN ACCESSIBLE PROVIDED 2 SPACES GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. LEGEND & ACCESSIBLE PARKING SPACE BFR BARRIER FREE RAMP LBJ LONGITUDINAL BUTT JOINT LS LANDSCAPE AREA — — 607— - EXISTING CONTOUR 607 PROPOSED CONTOURS Ex.s"WL EXISTING WATER LINE SS EXISTING SANITARY SEWER PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE METER SCHEDULE SYMBOL TYPE SIZE QUANTITY NOTES OIRRIGATION 0.75" 1 PROPOSED OD DOMESTIC 1 1.5" 1 PROPOSED 6" SANITARY SEWER (PROPOSED) SITE PLAN ANNA TOWN CENTER ADDITION LOT 9, BLOCK A Being a Portion of Lot 6, Block A Anna Town Center Addition Thomas Rattan Survey, Abstract Number 782, William S. Rattan Survey, Abstract Number 752, City of Anna, Collin County, Texas 40,021 square feet (0.919 acres) Date Prepared: February 4, 2020 Date Revised: February 24, 2020 '"BANN I STER 1 ENGINEERING 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.20941 817.842.2095 fax REGISTRATION # F-10599 (TEXAS) CONTACT: CODY R. BROOKS, P.E. Ln 0 0 o� 0 w co THE CITY DE Anna AGENDA ITEM: Item No. 12. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider action to approve minutes of the February 3, 2020 Planning and Zoning meeting. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Minutes 2/27/2020 Exhibit MINUTES PLANNING AND ZONING COMMISSION February 3, 2020 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on February 3, 2020, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:02 pm. Members present were Don Callaham, Wayne Barton, Alonzo Tutson, Leslie Voss and Danny Ussery with Daniel Moody and Donald Henke absent. Staff present were Ross Altobelli, Lauren Mecke, and Olivia Heard. 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. Kevin Toten, 2800 Pecan Grove Drive, addressed the Commission stating that the Planning and Zoning Board was a seven -member board that reviews plans and plats for recommendation of approval. Any board member that is absent from three or meetings without justification should step down from the position. Council members are elected and chose the board members. He asked that the Commissioners look at their schedules and resign if they can't be committed to becoming a strong P&Z board in a growing city. Commissioner Henke arrived at 7:06 pm. 4. Consider/Discuss/Action on recommendation regarding the Enox RV Addition, Block A, Lots land 2, Development Plat. Mr. Altobelli gave a brief presentation and answered questions from the Commission. The development plat is located within Anna's extraterritorial jurisdiction. The purpose of this development is to show existing and proposed improvements to a RV storage and parking site. The property owners had previously brought the southern portion of the property before the commission for a RV storage development. They are now showing both portions of the RV park on this Development plat. Commissioner Henke confirmed with Mr. Altobelli that the property was in the ETJ. A motion was made by Commissioner Voss seconded by Commissioner Callaham to recommend approval of the development plat. The vote was unanimous. Page 1 of 5 5. Consider/Discuss/Action on recommendation regarding the Sugar Hill RV Ranch Development Plat. Mr. Altobelli gave a brief presentation and answered questions from the Commission. The development plat is located within Anna's extraterritorial jurisdiction. The purpose of this development is to show existing and proposed improvements to a RV parking site. The layout was reviewed by staff and meets design and subdivision guidelines. Commissioner Henke stated that in the City's subdivision regulations two points of access are required. Mr. Altobelli confirmed that the property owner was proposing two points of access, with one gated entrance. Commissioner Ussery questioned how many spaces were proposed. Commissioner Henke asked if the property was being consolidated to one lot, and if so, would it require a replat. Mr. Altobelli clarified that it was a consolidation of over a minimum of five acres, so there was no need to replat. Commissioner Henke reiterated that when a lot is large enough a replat is not required. The applicant was present to respond to Commissioner Ussery's question about the number of lots, stating that there would be 78. A motion was made by Commissioner Callaham seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous. 6. Consider/Discuss/Action on recommendation regarding the Avery Pointe Phase 6, Final Plat. Mr. Altobelli gave a brief presentation and answered questions from the Commission. The Final Plat was recommended for approval by staff as submitted. Commissioner Barton asked about the shown Hackberry drive veering off to the north and its consistency with the adjacent Bloomfield development. Mr. Altobelli affirmed that it is consistent with adjacent plans and has been purchased and dedicated by the Avery Pointe developers. A motion was made by Commissioner Henke, seconded by Commissioner Callaham to recommend approval of the development plat. The vote was unanimous. 7. A) Conduct a public hearing to consider public comments regarding a request by Patrick Filson, P.E., the representative for Dr. Uma Chintapalli, the owner of the property. The property is currently zoned Single -Family Residential —Large Lot (SF-E). The applicant requests to replace the existing zoning to a proposed Restricted Commercial (C-1) to allow for commercial uses, such as retail and restaurants with drive -through service. Mr. Altobelli gave a brief presentation and answered questions from the Commission. To the north of the property are Commercial 2 and Single -Family Residence zoning districts, to the south, is a Page 2 of 5 vacant SF-E lot, and across State Highway 5 are a religious building, existing homes, and new multifamily development. There is a water body to the south that is identified as parkland. The proposed development meets multiple sections of principles: allowing forjob opportunities, creating a growing economy, and adding family -oriented restaurants and retail -oriented businesses to the community. Staff concerns were the nearby residences. The applicant understands these concerns and has agreed to C1 zoning which includes regulations to minimize the effect to nearby residents. There are regulations that site design will need to meet to protect adjacent residences. The site plan is illustrated to show the maximization of the property but can be revised in the development stage. Commissioner Henke asked what the master plan shows for surrounding residential properties. Mr. Altobelli responded that it is a dense urban product and an established neighborhood. He does not foresee the homes going anywhere. Commissioner Henke stated that Interurban street is a dead end and he was surprised Fire wasn't requiring a public street. Mr. Altobelli responded that at the time of development, public works can address the improvements needed. He further clarified that this was a concept plan that was reviewed by the various departments with the understanding that improvements can be discussed when development plans come in. Commissioners were concerned about drivers using the parking lot to exit Interurban street. Commissioner Henke confirmed with staff that they were only voting on the zoning change at this time and expressing additional concern about a nearby quarry. Commissioner Ussery asked for clarification on the definition of Restricted Commercial (C-1) zoning. Mr. Altobelli stated it is for neighborhood services, not necessarily for regional traffic, but the site will receive regional traffic because of the proximity of State Highway 5. Commissioner Barton noted that he would like to keep traffic on State Highway 5, instead of Interurban street, to preserve the neighborhood. Mr. Altobelli suggested that a lighter use connection could be explored so that the neighborhood is not inadvertently cut off from the commercial services. Commissioner Barton expressed interest in hearing the opinion of nearby residents. Mr. Altobelli reminded the commission that change of zoning notices were sent to residents within 200 feet, and no responses had been received. The public hearing opened at 7:30 pm. Patrick Filson, P.E., the applicant, spoke to the commission stating that zoning is step one in the process to find the highest and best use for the property and to put it on the market. He expressed that many valid points have been made by commissioner discussion and the developers have had conversations with the city about connectivity. They are interested in keeping traffic on State Page 3 of 5 Highway 5, as well. The owner of the property is an urgent care clinic physician who plans to locate her practice on the site. Chairman Tutson closed the public hearing at 7:32 pm. B) Consider/Discuss/Action on a recommendation regarding the request to rezone 4.3 ± acres from Single -Family -Residential — Large Lot (SF-E) to Restricted Commercial (C-1). Commissioner Henke stated that we are never going to see SF-E (Single -Family Estate zoning) along State Highway 5, so this is the best use. Commissioner Barton agreed with staff that C-2 wasn't appropriate for the location, but Restricted Commercial (C-1) is a good use. Chairman Tutson thanked staff for their responses and information. A motion was made by Commissioner Henke, seconded by Commissioner Callahan to recommend approval of the rezoning. The vote was unanimous. C) Consider/Discuss/Action on a recommendation regarding the Concept Plan, Buzz Center Addition, Block A, Lot 1 associated with the rezoning request. Barton questioned the northeast connection on the property and asked if they could place a condition on the approval that further study will be required. Mr. Altobelli responded that Interurban Street is a commercial street, so it meets requirements. However, when a development plan comes in, he will listen to the council's concerns about restricting access. Commissioner Callahan stated that Interurban Street is currently 60ft. wide. Mr. Altobelli confirmed that Interurban Street does currently have a right of way to support commercial traffic. Restrictions cannot be legally placed on the developer because they do have the appropriate existing driveway. Chairman Tutson stated that the applicant was present to relay their concerns to the property owner. A motion was made by Commissioner Callahan seconded by Commissioner Voss to recommend approval of the concept plan. The vote was unanimous. 8. Consider/Discuss/Action on a recommendation regarding the Buzz Center Addition, Block A, Lot 1, Preliminary Plat. Mr. Altobelli gave a brief presentation and answered questions from the commission. Presented was a preliminary plat showing proposed easements to aid engineering. It is subject to change upon development plans. Commissioner Henke and Commissioner Ussery expressed concern over the creek and drainage on the property. Page 4 of 5 Mr. Altobelli assured the commission this will be addressed by the applicant; improvements will be made to make sure there is no negative draining situation. Commissioner Barton commented that staff will make sure all draining requirements are met. A motion was made by Commissioner Henke seconded by Commissioner Callahan to recommend approval of the preliminary plat. The vote was unanimous. 9. Consider/ Action to approve minutes of the January 06, 2020 Planning and Zoning meeting. A motion was made by Commissioner Ussery to approve the minutes, seconded by Henke. The vote was unanimous. Chairman Tutson acknowledged the present Police Department staff. Mr. Altobelli announced that the State of the City presentation is next Tuesday (February 11, 2020) at 6:00 pm and invited all to attend. 10. Adjourn A motion was made by Commissioner Callaham seconded by Commissioner Tutson to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:45 pm. ATTEST: Alonzo Tutson Planning and Zoning Commission Chairman Page 5 of 5 THE CITY DE Anna AGENDA ITEM: Item No. 13. Planning Commission Agenda Staff Report Meeting Date: 3/2/2020 Staff Contact: Ross Altobelli Consider/Discuss/Action amendments to Article 9.02 Subdivision Regulations, Article 9.03 Design Standards, Article 9.04 Zoning Ordinance, Article 9.06 Landscape Regulations and related sections of the Development Regulations. SUMMARY: Amendments to the Development Regulations are necessary to improve staff efficiency, remove or clarify conflicting information, and add missing information. See the attached staff report. STAFF RECOMMENDATION: Consider conducting a public hearing on the April 6, 2020 Planning & Zoning Commission meeting. ATTACHMENTS: Description Upload Date Type Staff Report 2/27/2020 Staff Report CITY OF ANNA PLANNING & ZONING COMMISSION March 2, 2020 Agenda Item No. 13 DESCRIPTION: Discuss Article 9.02 Subdivision Regulations, Article 9.03 Design Standards, Article 9.04 Zoning Ordinance, Article 9.06 Landscape Regulations and related sections of the Development Regulations. REMARKS: One of the Planning & Zoning Commission's duties is to hold public hearings and make recommendations to the city council relating to the creation, amendment, and implementation of zoning regulations. Staff has found some issues with the existing ordinances which makes it difficult to enforce and has amplified the use of planned development zoning. These amendments will positively impact staff efficiency, direction for developers, and reduce cost to developers. Suggestions for amendments include: • Correct minor formatting and spelling errors. • Remove Mylar requirements. • Update the platting process. • Update the site planning process. • Provide the ability to create site plan checklists. • Reduce residential side yard setbacks. • Review THOR overlay district regulation. • Review the necessity of the Food and Beverage Store use definition, the Food and Beverage Overlay District, and Appendix 4. Food and Beverage Overlay District Map. • Compare, review, and amend Appendix 2. Schedule of Uses and Appendix 3 Descriptions/Definitions of uses. • Simplify minimum landscaping requirements section. SUMMARY: The above information is a suggestion of amendments that could be made to the Development Regulations. Reviewing these regulations and holding a public hearing is part of the Planning & Zoning Commission's duties. Changes to the Development Regulations may only be amended by ordinance which requires a public hearing before the Planning & Zoning Commission and City Council. Staff believes these minor amendments will improve staff efficiency, clarify the City's development regulations, and reduce costs to developers and property owners. RECOMMENDATION: Recommended to call a public hearing to place this on the April 6, 2020 Planning & Zoning Commission meeting. AGENDA ITEM NO. 13 (03/02/2020) PAGE 2 OF 2