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Home My WebLink AboutPZpkt2018-11-05THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION November 5, 2018 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on November 5, 2018, at the Anna City Hall Administration Building located, 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. Consider/Discuss/Action on recommendation regarding the Chandler Development Plat. 4. (A) Conduct a public hearing to consider public comments regarding a request by Don Collins, the owner of the property. The property is currently zoned Agricultural (AG). The owner requests to replace the existing zoning to Light Commercial (C-1). The property is located at the Northwest corner of the intersection of Highway 75 and FM 455 (White St). It is on the East side of the future Standridge Blvd. (B) Consider/Discuss/Action on a recommendation regarding the request by the owner of the property to replace the existing zoning with Light Commercial (C-1). Consider/Discuss/Action on recommendation regarding the Avery Pointe Phase 5 Final Plat. 6. Consider/Discuss/Action on recommendation regarding the West Crossing Phase 9 Final Plat. Consider/Discuss/Action on recommendation regarding the West Crossing Phase 11 Final Plat. 8. Consider action to approve minutes of the September 10, 2018 Planning and Zoning meeting. 9. Consider action to approve minutes of the October 1, 2018 Planning and Zoning meeting. 10. Adjorn This is to certify that I, Maurice Schwanke, Director of Planning and Development, 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. November 2, 2018. Maurice Schwanke Director of Planning and Development 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 11-05-18 Page 1 of 1 Posted 11-02-18 THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact., Maurice S chwanke Upload Date Type 10/31/2018 Exhibit THE CITY OF Aiftha AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Chandler Development P lat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and generally known as 9165 Quail Creek Run. The tract is in the Joseph Slater Survey, Abstract No. 868 and contains 2.414 acres of land. The owner is proposing to put a manufactured home and a metal shop on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Chandler Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 10/24/2018 Exhibit 10/31/2018 Exhibit LE . END VA m� 60DNF = 60D NAIL FOUND A/C = AIR CONDITION B.L. = BUILDING LINE CAN = CABLE TV RISER CBOX = CABLE TV BOX CIRF = CAPPED IRON ROD FOUND —' CIRS = 1/2- IRON ROD W/5633 CAP SET ' (CM) = CONTROLLING MONUMENT 00 CO = CLEANOUT - J D.E. = DRAINAGE EASEMENT .� N EBOX = ELECTRIC BOX EM = ELECTRIC METER FH = RRE HYDRANT FO = FIBER OPTICS 1/2" IRF FP = FLAG POLE GM = GAS METER IPF =IRON PIPE FOUND IRF = IRON ROD FOUND LP = LIGHT POLE MH = MANHOLE OHL = OVERHEAD UTILITY LINES PE = POOL EQUIPMENT PP = POWER POLE TPED = TELEPHONE PEDESTAL TRANS = ELECTRIC TRANSFORMER PKF = PK NAIL FOUND PKS = PK NAIL SET ( ) = PLAT/DEED CALLS U.E. = UTILITY EASEMENT UGC = UNDERGROUND CABLE UGE = UNDERGROUND ELECTRIC WV = WATER VALVE WM = WATER METER XF = + CUT FOUND XS = + CUT SET WOOD FENCE CHAIN LINK FENCE X WIRE FENCE 1 WROUGHT IRON FENCE EASEMENT LINE BUILDING LINE A. \ ASPHALT LINE �k! CHANDLER DEVELOPMENT PLAT ADDRESS: 9165 QUAIL CREEK RUN, ANNA, TEXAS 75409 (J 2.414 ACRES (105,174 SQUARE FEET) JOSEPH SLATER SURVEY, ABSTRACT NO. 868 COLLIN COUNTY. TEXAS 1?9165 Quart Creek RWr (S 89'40'52" W) N 88'56'20" E 30' PROPOSED METAL SHOP S 88'58'05" W (N 89'40'52" W JOSE ALEJANDRO JARAMILLO MARIA GUADALUPE VASQUEZ DOC. NO. 20140321000263430 D.R.C.C.T. PROPOSED DOUBLEWIDE MANUFACTURED HOME 0\.\V PP MP 28.0' P, O v J 527.37' SURVEYED 2.414 AC. 105,174 SQ. FT. THE ESTATE OF JOAN F. SCHLOER DOC NO. 20080305000266520 D.R.C.C.T. CHESTER R. WATSON VOL. 5327, PG. 2508 CALLED 2.4 AC. D.R.C.C.T. FLOOD NOTE Subject property is shown on the National Flood Insurance Program Flood Insurance Rate Map for Collin County, Texas and Incorporated Areas, Map No. 48085C0155J, dated 6/2/2009. All of the subject property appears to be located in "Zone X" on said map. Relevant zone is defined on said map as follows: "Zone X" - Areas determined to be outside the 0.2% annual chance flood. PROPERTY DESCRIPTION BEING ALL OF A CALLED 2.41 ACRE TRACT OF LAND SITUATED IN THE JOSEPH SLATER SURVEY, ABSTRACT NUMBER 868, LOCATED IN COLLIN COUNTY, TEXAS, SAID 2.41 ACRE TRACT BEING A PART OF A CALLED 53.329 ACRE TRACT OF LAND DESCRIBED BY THE DEED RECORDED IN VOLUME 894, PAGE 770, OF THE DEED RECORDS OF COLLIN COUNTY, TEXAS, SAID 2.41 ACRE TRACT ALSO BEING ALL OF THAT CERTAIN TRACT OF LAND DESCRIBED TO THE ESTATE OF JOAN F. SCHLOER, RECORDED IN DOCUMENT NUMBER 20080305000266520, OF THE DEED RECORDS OF COLLIN COUNTY, TEXAS, AND BEING BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT FOR CORNER IN THE CENTER LINE OF QUAIL CREEK RUN (A 60 FOOT ACCESS AND UTILITY EASEMENT RIGHT-OF-WAY), ALSO BEING THE MOST SOUTHEASTERLY CORNER OF A TRACT OF LAND CONVEYED TO JOSE ALEJANDRO JARAMILLO AND MARIA GUADALUPE VASQUEZ, RECORDED IN DOCUMENT NUMBER 20140321000263430, OF THE DEED RECORDS OF COLLIN COUNTY, TEXAS, ALSO BEING THE NORTHEAST CORNER OF SAID 2.412 ACRE TRACT, FROM WHICH A 1/2 INCH IRON ROD SET WITH YELLOW CAP STAMPED 5633 BEARS SOUTH 88'56'20" WEST, A DISTANCE OF 30.00 FEET; THENCE SOUTH 01'45'05" EAST, ALONG THE CENTER LINE OF SAID QUAIL CREEK RUN, A DISTANCE OF 199.00 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER, BEING THE MOST NORTHEASTERLY CORNER OF A CALLED 2.4 ACRE TRACT OF LAND CONVEYED TO CHESTER R. WATSON, RECORDED IN VOLUME 5327, PAGE 2506, OF THE DEED RECORDS OF COLLIN COUNTY, TEXAS, FROM WHICH A 1/2 INCH IRON ROD SET WITH YELLOW CAP STAMPED 5633 BEARS SOUTH 88e56'20" WEST, A DISTANCE OF 30.00 FEET; THENCE SOUTH 88*58-05" WEST, ALONG THE NORTH LINE OF SAID 2.4 ACRE TRACT, A DISTANCE OF 530.43 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER, BEING THE MOST NORTHWESTERLY CORNER OF SAID CHESTER R. WATSON TRACT; THENCE NORTH 00'52'15" WEST, ALONG THE WEST LINE OF SAID 2.412 ACRE TRACT, A DISTANCE OF 198.72 FEET TO A 1/2 INCH IRON ROD SET WITH YELLOW CAP STAMPED 5633 FOR CORNER, BEING THE MOST SOUTHWESTERLY CORNER OF SAID JOSE ALEJANDRO JARAMILLO AND MARIA GUADALUPE VASQUEZ TRACT; POINT OF THENCE NORTH 88'56'20" EAST. ALONG THE SOUTH LINE OF SAID JOSE ALEJANDRO JARAMILLO AND MARIA GUADALUPE VASQUEZ TRACT, A DISTANCE OF 527.37 FEET TO THE POINT OF BEGINNING AND BEGINNING CONTAINING 2.414 ACRES OR 105,174 SQUARE FEET OF LAND. 1 o 530.43' 530.34') 1/2" CIRS BEARS ' S 88'56'20" W 30.00- 1 PROPOSED wM Q 36" CMP — I PROPOSED DRIVEWAY CIRS BEARS '05' W 30. 70 70 Scale 1" = 70' 1= I Ji N NOTES O — LLI 01 0� -r- N 46 ' 1. Directional Control shown hereon are based on NA083(CORS96, EPOCH 2O02) fled to the Texas Coordinate cc System of 1983, North Central Zone (4202) using the WDS "TRIMBLE' RTK GPS Network. O� H 2. The following items are from Schedule B, Commitment for Title Insurance, Lakewood Title Insurance Company, GF m I W No. 18091187, issued July 24, 2018. m 4J I F— 1. This property is subject to the following restrictive covenants: Those recorded in Volume 1390, Page 590 and J W Volume 5024, Page 294 of the Deed Records of Collin County, Texas. (Subject to) ~ CC10a. Easement and/or right-of-way granted to Collin County Soil Conservation District, as set forth in the instrument recorded in Volume 554, Page 433 of the Dead Records of Collin County, Texas. (Subject to) to W 10b. Easement and/or right-of-way granted to City of Anna, as set forth in the instrument recorded in Volume 631, Page 35 of the Deed Records of Collin County, Texas. (Subject to) O N I Cc) < 10c. Right-of-way dedication, as set forth in the instrument recorded in Volume 1390, Page 595 of the Deed Records O ' of Collin County, Texas. (Subject to) 10d. Roadway maintenance agreement, asset forth in the instrument recorded in Document number 94-0001458 of I the Deed Records of Collin County, Texas. (Subject to) 1/2- I R F SURVEYOR'S CERTIFICATE I hereby certify to The City of Anna and Jeff Chandler that this plat represents the result of a survey made on the ground and is a true and accurate representation of the property shown hereon. There are no encroachments or protrusions except as shown hereon. Todd Fincher, R.P.L.S. No. 5633 Signed: October 05, 2018. JOB NO. 1808-1024-DP FIELDED E.V. FINCHER LAND SURVEYING, PLLC DRAFTED A.C. 3213 IH-30, Suite 107 TXBPLS FIRM NO. 10194258 CHECKED T.F. Mesquite, Texas 75150 PHONE: 903-944-6397 www.texasrpls.com todd®texasrpls.com THE CITY OF Aiftha AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact, Maurice Schwanke A) Conduct a public hearing to consider public comments regarding a request by Don Collins, the owner of the property. The property is currently zoned Agricultural (AG). The owner requests to replace the existing holding zoning to Light Commercial (C-1). The property is located at the Northwest corner of the intersection of Highway 75 and FM 455 (White St). It is on the east and north side of the future Standridge Blvd. B ) Consider/Discuss/Action on a recommendation regarding the request by the owner of the property to replace the existing zoning with Light Commercial (C-1). SUMMARY: This tract contains approximately 6.986 acres of land. Permanent zoning on this tract was never granted after voluntary annexation. Retail zoning exists to the east, west and south. Traversing this property starting at the southwest corner adjacent to F.M. 455 to the northeast corner is a proposed 4 lane divided thoroughfare, planned to be built by the Villages of Hurricane Creek Subdivision being planned to the north. From the northeast corner of the tract proceeding northerly, Standridge Blvd is planned to be built by the Standridge Company. The property is shown as retail on the existing Comprehensive Plan and the proposed Comprehensive Plan being developed. STAFF RECOMMENDATION: Approval of the proposed Zoning Change. ATTACHMENTS: Description Upload Date Type Location Map 10/31 /2018 Exhibit THE CITY OF Aiftha AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Avery Pointe Phase 5 Final Plat. SUMMARY: The Avery Pointe Phase 5 Final Plat is located in the Francis T. Duffau Survey, Abstract No. 288. The plat contains approximately 24.509 acres covering a section of land on the Southwest corner of Ferguson Pkwy and Avery Pointe Dr, just north of FM 455, that will consist of 129 lots. STAFF RECOMMENDATION: Approval of the Avery Pointe Phase 5 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 10/25/2018 Exhibit 10/23/2018 Exhibit 10/31/2018 Exhibit BLOCK C LOT 1 X-HOA LOT 1 II % 1/2" IRFC LOT 30, BLOCK AREA G I "JBI" I LOT 4OPEN I XF I I I I BLOCK G / 35 34 33 32 31 30 29 28 27 26 25 24 W 23 22 I THE FALLS PH1 21 20 19 18 I 13 I I I LOT 5 PKF CAB. P, PG. PHASE BLOCK C I P.R.C.C/ 2 - N Q - - - - - - - - �.t, I I = 1 I 14 LOT 6 I 5/8" IRFC - - _- __ - WESTFALL DRIVE V� - - -- I I I BLOCK Q I / LOT 14 3 ---- - I / AVERY POINTE ��P` S89°15'48"E 113.57, IRSC `j• -� - - I I - - - PHASE 4 _ _ � - - - - - - - - - - I - _ _ Q ( VOL 2018 PG 311 - Cj AVERY POINTE -XF LOT 13 LBOCK A LOT 12 - - BLOCK C- LOT 1 X-HOA 1 - - I LOT 10 LOT 9 LOT 8 LOT 7 w I - - r I THE FALLS PHASE 1A Q CAB. O, PG. 615 P.R.C.C.T. Ld_ - - W LOT 5 w LOT 4 5/8" IRFC- "CARTER BURGESS" 5/8" IRFC- "CARTER BURGESS" LOT 3 I 1/2" IRFC "EC&D RPLS 5439" LOT 9, BLOCK B VICINITY MAP N.T.S. 370 368 75 HACKBERRY SITE ° � J Cr o z w J X LL LLLL U) LL W 455 °0 NORTH IRSC I O D. JBI - -- I C,o Z o - - �I GENERAL NOTES: A=8°22'29" I a Icn 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap W R_ 28 70 aZ I LOT 10 stamped "KHA", unless otherwise noted. 0 7 I o L�5T8 z z z I �I �I o) PI 25 oI 24 M wI w) f) o C6=S3°50'32"E I I AVERY POINTE 2. All bearings shown are based on grid north of the Texas Coordinate System, 0 LO I I� z z z z Z Z o o ° oI 23 oI 22 oI M WI I C=128.66' ��-� I I_� ASE-�q- NAD83, North Central Zone 4202. All dimensions shown are ground S89°15'48"E 108.56' 20'B.L. z z z o Pdistances. To obtain a rid distance, multi I the round distance b the �Z o 0 21 oI 20 CD 19 VOL. 2016, PG.454 9 pY 9 Y- - --___-_____�4640T ' Z z I 10 I P.R.C.C.T. I Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 5' - 50.00' 50.00' 50.00' - 50.00' 50.00' 50.00' _ 50.00' 50.00' 50.00' 50.00' ._ _ _ 20 B.L. Z Z I AVERY POINTE j 0 8 I I Co 25'x25' S.V.E. �, - - - 50.03 50.09' - 50- - - - I PHASE 4 I 3. All proposed lots situated in whole or part within the city's corporate limits _ _ AVERY POINTE DRIVE _ 50.19; - - - - --J I � LOT 11 Ln S88°49'57"E 588.60' N 10' U.E. 18 26.95' 23.32 I 25'x25' S.V.E. VOL. 2018, PG. 311 I I comply with the minimum size requirements of the governing zoning district. LO S89°15'48"E 108.55' I I 25'x25' S.V.E. b - - - C3 � 50.09' 69 - - P.R.C.C.T. I- - - Ln - --_ - - 69.20' Q 4. All common areas to be owned and maintained by the Homeowners LID_ IRSC C1 IRSC 1 - I I Association. _ _ c� 10' U.E. - C- I AVERY POINTE 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street o 9 I 0 I 1.53' - - 50.00' --50.00_ - 50.00' - 50_00_ - 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 4 9.0 9' - ILn I I� - --- ---- - -- ---- ----50.54' --= 6L _ 50.60' M in o o b 1.88' - - 50.70' 25'x25' S.V.E. I - ♦ right-of-ways. ° S89°15'48"E 108.55' I � 0 0 0 20' B.L. o --- I < DRIVE - - -T, �i N o 0 0 0 0 0 3�90 50.67 IRSC C2 IRSC IRSC_ S88°49'57"E 125.01' (� XF �xF 6. Retaining walls and grade beams on residential lots to be owned and z I I o I "' N N o rn _16.88' - - - --50.58' 62.83' IRSC �� - _ - - - 9 9 w oC.°? N 5' P.W.M.E. maintained b the Home Owner. 20' B.L d 15.00' Y CD 10 to M NI 1 M 2 M 3 M 4 = � a) J L3 -I - --� 0 0 0 0 5 ch 6 7 $ 9 10 00 ifl N88°49'57"W 99.01' Lon I Lon I - I I0 Io Io 00 0 0 o co co 11 12 _ N " I Rsc Rsc z 7. All Sight Visibility Easements (SVE) are 25'x25', and also include the City's 1 �� I ° ° ° Io Io Io Io Io Io IP Io Io 13 M 14 _ "' 1 N I 40.00' 44 �� right to construct and maintain sidewalks therein. S89° 15'48"E 108.54' � I I I cn I cn I cp ° 0 0 o I P "' 15 5' i ^ W I--- - - I I� Icy I�, I� I� I� coIcoII� _o Io co 16 co 17 I 25'I �25' v ID AINAGE EASEMENT m I I Cn I° o Io co 18 I I IINJT. NO. 2017041300047222OLn I 8. According to Community Panel No. 48085C0155J dated June 02, 2009 of I�, I1 to Io 19 Li.I ��I.(.A,�BA�N�DONED BY THIS PLAT) c' I O I I the National Flood Insurance Program Map, Flood Insurance Rate Map of o I b 50 I 60.69' _ o I .� Collin County, Texas, Federal Emergency Management Agency, Federal 0 11 I 1 00 25' 25' - 50.00' - 50_00' 50.00'- 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' I° o I I �Nss°02'22"W 115.pp I Ln I Ln I b - - - - - - 50.97' S86°42'07"E u) BLOCK I I�, O o o S88°49'57"E - 50.60' I� I 1 1 Insurance Administration, this property is within Zone "X", which is not a r r 0 o O o o S88°09'19"E 50.53' S85°15'11"E S83°48'07"E S82°53'S 11 �� I 43J Lj Z o spec is s S d spec S89°15'48"E 108.54' - I m W special flood hazard area If this e not within an identified special flood O o O O o �- 50.70' _ 8„E S84°53'32" I LU 5' I� I� I� BLOCK I r N N o N 0 50.77 _ E 50.59' 1 N �' I hazard area, this flood statement does not imply that the property and/or the I I I I N O r S88°49'57"E I16 w �r o M I� I� I- I� I� I0 rn 50.62' _ _ N U5 o structures thereon will be free from flooding or flood damage. On rare o co I "� S8F 29-43"E - 61.28' _ _-_ LOT CA-66 Io 12 o d IO I Io o r I� rn w o AMENITY CENTER occasions, greater floods can and will occur and flood heights may be w CN I o I- I c, I M I� I� I� I I I I 1 1 N88°02'22"W 0 N I I� I I Ln N I I 38 37 ° 36 _� O o 0 o co o I� I� I� I� I w _I I w �) I J l�o � J I increased by man-made or natural causes. This flood statement shall not o in 35 33 O 32 31 0 o co � I _ o w 1 `' 01 5' P¢ o create liability on the art of the surveyor. S89°15'48"E 108.54' I I ° a 7 0 30 0 29 0 2$ co ? I I 03 1r_1 Y p Y -r, I 0 0 27 0 26 0 25 o 124 �I I �I I _f �I� I +Lon l l 0 42w g cn a AVERY POINTEn O O I Ln o 0- 23 I I� I� I 1� N BLOCK Cz o 9. Screen wall to be owned and maintained by the Homeowners Association 20'B.L. I M 22 Ln 1 PHASE 1 HOA o 1 M M W()0 13 0 - 21 I VOL. 2016, PG. 454O o -- ---- --- - _ __ _ __ cn ° 1 o in 9 0 20_ _ _ _ 1.88' 1 0 o N88°02'22"W 110. The Private Drainage Easement (PDE) shall be maintained by the Home --- ________ ___ ___ - 1 2o'1 _ I� �� I P.R.C.C.T. �'BLOCK C I `c9.85' - 5000' 50.00' 50.00'- 50.00 50.00'50.00' 50.00' 50.00' 50.00' 50.00' 4g.Og' � 1 ° ° Owner's Association (HOA). tS89°15'48"E 108.53'- - - - - 50.54' 560' - - L I 1 vN I 41 r_25'x25' S.V.E. -1 50.69' - S88°49'57"E 586.54' 10, U.E. .37' -11. In accordance with the a roved reliminar lat, we are re uestin a DEERCHASE DRIVE 50.68pp P Y p q 90 14 I ) 25'x25'S.V.E. io - - - C5 - INST. NO 2017041 15' S.S E 50.58' 5g73' I .�J I �..I I I waiver for overlength block on Laurenbrooke Drive and Westpark Drive. (ABANDONED B ' THIS PLAT) - 25'x25' S.V.E. VLSI I 1 72250 N88°02 22 W 112.23' 1 JIRSC 0004 n-__N 10'U.E. o I oII S89°15'48"E 108.53' I 0.53'-- - 50.00'_-50.00_ - 50.00 50.00_ 50.00' 50005000' 5000_ - 50.00' _ 50.00' 49 19 25'x25'S.V.E. 65.36' C6 _ 1 I 40_ __ ___ 50.04' ao I o 0 0 20' B.L. o o b o - 0.82'- - _T50.10' 50.20' o Rsc N 10 LJJ 1 N O o O O O O o o I- - 43. 3I1N88°02'22"W 124.51' 15 I o C N O 0 C:) M 20' B.L. I 1718.28' - i G1� - - - - - - - I� I Ln o I N IL�i �) �I / 84.05' 6� i 40.02' 5' P.W.M.E. c`I S89°15'48"E 108.30' I Q w N I I 1 o 2 3 M 4 M 5 °�� 6 7 $ 9 10 I7 �I I� d I �I I -1 1 1 DRAINAGE EASEMENT I_ I o 9 0 0 o Mo Mo �, 11 rI 1 v I INST. NO.20170413000472270 I� Io I I- ui n 25'x25' S.V.E. 1 o I I I Y 1 0 1 J IC Io Io Io Io Io Io 0 13 I g 14 z 1 �I I b 114 I (ABANDONED BY THIS PLAT) r n S.S.E. 9 CD 16 t LO o I Co I I� I� BLOCK J I� I� I� I� I� I°_ O o f 0 1 15 I 16 I I wI �/ I INST. N0. 20170413000472260Ln Q I�,IU) 1 o I 1 ) 1 I (ABANDONED BY THIS PLAT) 0 1 _ I co I l (� I I S89°15'48"E 107.84' - - - S87°17'56"E I 50.04' I I 1 N N88°49'57"W '�^ 59 69' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00 50.00' 50.00' 50.00' 50.00' Ss3°46'04" I I 1 �6i o �I v) I 50.02' E I I�O r o o m I- 0 0 0 o S86°31'17'E 50.27' I 9 O rnco 17 0 w I N o 0 0 o b I I 50.20' S8 S88°49'57"E O p N in 5 N 1 �,I I I I I I� I04 � I� I� I� Io Io Ioo 0 0 I 2°54'30"E 61.00' 1 �I� N ¢ w v I PRIVATE DRAINAGE AND I� I� IN 0 o ro W o DETENTION EASEMENT 1/2"IRFC f S89°15_48"E 107.36 Io I M I� I{ I 1 U INST. NO. 20160607000708750 I- I I� I� -I I O ¢WM~ I "JBI„ _N I 32 0 31 M m M I� I� I� I I� BLOCK J 1 w 1 w ao I z w Q O U I O.P.R.C.C.T. in � 0 30 0 29 0 28 0 27 o co �, co in I I I� N I 0 18 ICR � I W o 0 26 0 25 S. 24 0 23 co 22 0 21 0 20 0 19 l a I I^ I I I w o o CL I M I l a "o IRSC 5.00' 108.57' 1 P. 15 I P.R.C.C.T. G� '�� PHASE 4 -- LOT 7 o I o P� P�CJ VOL. 2018, PG. 311 I I O 4 Io I -UJ - LO LO P.R.C.C.T. - _ _ S89°15'48"E 108.5T I I 1 2 3 4 6 BLOCK H n► �- - - N $ 9 10 11 12 113 16 I I I I LOT I_ J I S89°15'48"E 14 13 1E 17 18 5 a l l o 0 50.00' I N C) Ln N I O I I I - Lal1 O - CD XF i Wro S89°15'48"E 108.56' I IRSC IRSC �I Z o U, S88°49'57"E 610.69' ' BLOCK K 1 I 50 00' I 60.69' 50.00' 50.00' 50.00' 50.00' 50.00' O I O --� N I� 6 I to W m o o `" w I I w BLOCK H S89° 15'48"E 108.56' I o I o I o I o I W w W 17 I Qov. S86°19'04"E 181.78' I o �f1/2" IRFC LOT 9 50.05' IRSC S88°49'57"E 176 3 ' 50.05' 0 BLOCK H -ti N N I 37 _� 36 OI oI ml �,II MI WI WI wI -I N I oI 35 oI 34 o) 33 0 32 0 31 0 30 oM 29 28 oM w wI WI �) o M Z rI �? rI b 27 ih 26 �' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' IRSC 50.05' o0 0 r N N O r O N O o N LO ap N N O N 31.63' 18.40 50.00' 50.00' .3 57.93' J. 0 C�lo CO CM N C6 in 1/2" IRFC "JBI" FERGUSON PARKWAY VOL. 2018, PG. 311, P.R.C.C.T. A=4° 14'57" R=1540.00' L=114.21' CB=S4°05'07"W C=114.19' -1/2" IRFC "JBI" c7 IU') o Io oI ooI I 18 co l in 17 I N ¢ Lu O I w 9.73' I 20' B.L. co o oI I 1 = w 1 J FERGUSON PARKWAY AND _ ____T20'B.L. / I LOT1,BLOCKA _ I1 I I I I a�� _ _ 20' B.L. I �I 1 5 , z_ I 39X-HOA v2" IRFC VOL. 2016, PG. 452 _ _ _ _ 1_63_ _ _ 1 "JBI" o p S89°15'48"E 103.52' 8.85' 50.00' 50.00' - 50.00' 50._ 50.00' 50.00' 50.00' 50.00 48.38'_ - E20.97' I 25' 25' o P.R.C.C.T. N - - _ __ 500' � 10, U.E. 29.18' - 50.091/2"IRFC Z 19 I 25'x25' S.V.E. 50.08' `N "JBI" S88°49'57"E 535.29RIVER CROSSING DRIVE - 61.03' I I N S88°49'57"Eoi 9L 0 - -� - 25'x25'S.V.E. �6m 10.46' rn 123 s?\ 10'U.E. THE FALLS PHASE 1A I Q� ��' - - 17.67' fo � 50 - - 50.00' - 50.00' 50.00' 0' 50.00, 50.00' 50.00' 40.63' 50.01' 1° CAB.O,PG.615 �6040.02' -----__--- o3.02' S 0. 0 5' C N42°44'34"WP.R.C.C.T. - - - - - - - - - - -9.37'- - - - 44.39' 14.89'm b y � - - - - I 50_06_ 32 5'78. 33 FERGUSON PARKWAY 20 ry o 5.74' 3 /N O d7 W WM N O b - ^ 2' 43 15'S.S.E. c, � N `° Co I - I � � I VOL. 2016, PG. 452 W N N N N o r� � 1P c`'> � v l 20, B.L. � � I S1°10'03"W I P.R.C.C.T. ui �/ 21 MI 22 wI 23 wI 24 WI 25 wI 26 wI 27 I 28 r N N 6 � o I I 130.84' co �0�) 29 wI 30 WI 31 I _ _ W 32 I 33 I I r I� 5 ^rr� oI o of �I of of of of co of of w PI o 0 34 PJ M 35 wI I w ' �I �I 1 I 15'S.S.E.I I r` e z ° ° ° o o ° OI o) o) M 1 36 W W W INST. NO. 20170413000472260 °o z z z z BLOCK C° ° o 0 0 0I col 12 37 co a W I ?� rl Z Z Z Z Z Z Z o I o I oI 38 in o I 1 (ABANDONED BY THIS PLAT) Z Z Z I �n l a o I 1 S89°01'10"E _ _ I Z150. L� Z ZI 15.16' I _ 5.00' _ _-----_------ 85.18' - - - - 88.46' - - - - 50.00' - - 50.00' - - 50.00'- - 50.00' - 50.00' - 50.00' - - - 50.00' - - - 50.00' - - 50.00' - - 50.00' - - 50.00' - - - 50.00' - - 50.00' - - 50.00' - L 50.00' - 00' - - 50.00' - 145.30' Z �o '50"W -I.. - - - - - P.O.B. IRSC N89001'10"W 1073.95' , GRAPHIC SCALE IN FEET 60 0 30 60 120 1 " = 60' @ 24X36 LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP IPF IRON PIPE FOUND NTS NOT TO SCALE FND. FOUND B.L. BUILDING LINE P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT P.W.M.E. PRIVATE WALL MAINTENANCE EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT REMAINDER OF A CALLED TRACT II ANNA 455 COMMERCIAL, LP, INST. NO. 20121119001473740, INST. NO. 20121119001473750 & INST. NO. 20121119001473760 O.P.R.C.C.T. LINE TABLE NO. BEARING LENGTH L1 S02°29'46"W 50.00' L2 S01 °57'38"W 20.69' L3 S88°16'32"E 50.00' L4 N01 °57'38"E 21.02' L5 N43°1421"W 28.19' L6 N43°41'17"W 28.36' PL8L7 N45°57'08"E 28.18' N43°26'10"W 22.47' CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 0'36'11" 1975.00' 20.79' N87°48'20"W 20.79' C2 0°36'41" 2025.00' 21.61' S87°48'35"E 21.61' C3 6'19'07" 2000.00' 220.56' S85°40'23"E 220.45' C4 4°59'25" 2000.00' 174.19' S85°00'32"E 174.13' C5 6'19'07" 2000.00' 220.56' S85°40'23"E 220.45' C6 6'12'36" 2000.00' 216.77' S85°37'08"E 216.66' C7 4°47'42" 2000.00' 167.38' S86°26'06"E 167.33' C8 4°47'42" 2000.00' 167.38' S86°26'06"E 167.33' C9 141'15'11" 50.00' 123.27' S44°02'52"E 94.34' C10 142°34'34" 50.00' 124.42' N46°36'49"E 94.71' C11 141°53'06" 50.00' 123.82' N47°03'40"E 94.52' 1/2" IRFC "PEISER MANKIN SURW I REMAINDER OF A CALLED 20.000 ACRES ANNA 455 COMMERCIAL, LP, INST. NO. 20071205001623090 & INST. NO. 20071205001623100 O.P.R.C.C.T. I I I N89°01'10"W 200.07' 1/2" IRFCJ 20' S.S.E. (DISTURBED) INST. NO. 20160607000708730 O.P.R.C.C.T. I LOT 1, BLOCK A I ANNA 455 ADDITION VOL. 2016, PG. 860 P.R.C.C.T. 1/2" IRFC---- "JBI" I I 1/2" IRFC�� "JBI" I I I I ______1/2" IRFC 1 FINAL PLAT AVERY POINTE PHASE 5 BLOCK C, LOT 1X-HOA, LOTS 4-38, LOT 39X-HOA & LOTS 40-44; BLOCK H, LOTS 19-37; BLOCK I, LOTS 1-38; BLOCK J, LOTS 1-32; 129 RESIDENTIAL LOTS 2 HOA LOT 24.509 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO. 288, CITY OF ANNA, COLLIN COUNTY, TEXAS SEPTEMBER - 2018 "JBI" OWNER: Lennar Homes of Texas Land and Construction, Ltd. 1707 Market Place Boulevard, Suite 100 I Irving, Texas 75063 Ph: (469) 587-5300 I Contact: APPLICANT: Kimley-Horn and Associates, Inc. 13455 Noel Road, Suite 700 Dallas, TX 75240 Ph: (972) 770-1300 Contact: Mark Harris, PE Email: mark.harris@kimley-horn.com ui Z ( LOT TABLE LOT NO. ACRES SQ. FT. BLOCK C LOT 1X-HOA 0.108 4,692 BLOCK C LOT 4 0.125 5,428 BLOCK C LOT 5 0.125 5,428 BLOCK C LOT 6 0.125 5,428 BLOCK C LOT 7 0.125 5,428 BLOCK C LOT 8 0.125 5,428 BLOCK C LOT 9 0.125 5,427 BLOCK C LOT 10 0.125 5,427 BLOCK C LOT 11 0.125 5,427 BLOCK C LOT 12 0.125 5,427 BLOCK C LOT 13 0.125 5,427 BLOCK C LOT 14 0.125 5,427 BLOCK C LOT 15 0.125 5,424 BLOCK C LOT 16 0.124 5,403 BLOCK C LOT 17 0.126 5,487 BLOCK C LOT 18 0.125 5,446 BLOCK C LOT 19 0.165 7,202 BLOCK C LOT 20 0.303 13,197 BLOCK C LOT 21 0.189 8,252 BLOCK C LOT 22 0.148 6,464 OWNER'S CERTIFICATE STATE OF TEXAS § STATE OF TEXAS § OWNER'S CERTIFICATION COUNTY OF COLLIN § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF COLLIN § NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., is the sole owner of the following described tract of land: BEING a tract of land situated in the Francis T. Duffau Survey, Abstract No. 288, City of Anna, Collin County, Texas, and being all of a called 4.686-acre tract of land described in Special Warranty Deed to Lennar Homes of Texas Land and Construction, Ltd., recorded in Instrument No. 20180614000736900, Official Public Records, Collin County, Texas, and all of a called 11.824-acre tract of land described in Special Warranty Deed to Lennar Homes of Texas Land and Construction, Ltd., recorded in Instrument No. 20180614000736890, said Official Public Records, and a portion of a called 34.986 acre tract of land described in Special Warranty Deed to Lennar Homes of Texas Land and Construction, Ltd., recorded in Instrument No. 20161205001648680, said Official Public Records, and being more particularly described as follows: BEGINNING at a disturbed 1/2-inch iron rod with a plastic cap found for southeast corner of said 11.824-acre tract, common to the northeast corner of Lot 1, Block A of Anna 455 Addition, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Volume 2016, Page 860, Plat Records, Collin County, Texas, same also being on the westerly right of way line of Ferguson Parkway, a 120-foot wide right of way as created in Ferguson Parkway and Lot 1, Block A, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Volume 2016, Page 452, Plat Records, Collin County, Texas; THENCE North 89°01'10" West, departing the westerly right of way line of said Ferguson Parkway and along southerly line of said 11.824-acre tract and the northerly line of said Lot 1, Block A, Anna 455 Addition, a distance of 200.07 feet to a 1/2-inch iron rod with a plastic cap, stamped "PEISER MANKIN SURV", found for the northwest corner of said Lot 1, Block A; THENCE North 89'01'10" West, continuing along the southerly line of said 11.824-acre tract, a distance of 1073.95 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for the southwest corner of said 11.824-acre tract, on the easterly line of Block A of The Falls Phase 1A, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Cabinet O, Page 615, Plat Records, Collin County, Texas; THENCE North 00°12'05" East, along the westerly line of said 11.824-acre tract and the easterly line of said The Falls Phase 1A, a distance of 362.65 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE North 00°43'58" East, continuing along the westerly line of said 11.824-acre tract and the easterly line of said The Falls Phase 1A and along the westerly line of the aforesaid 4.686-acre tract and the westerly line of aforesaid 34.986-acre tract, a distance of 575.84 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for the westernmost southwest corner of Avery Pointe Phase 4, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Volume 2018, Page 311, said Plat Records; THENCE South 89°15'48" East, departing the westerly line of said 34.986-acre tract, the easterly line of said The Falls Phase 1A and along the southerly line of said Avery Pointe Phase 4, a distance of 113.57 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 00°44'12" West, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 99.70 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 89°15'48" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 50.00 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 88°49'57" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 610.69 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 86°19'04" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 181.78 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 88°49'57" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 176.33 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set at the beginning of a non -tangent curve to the right having a central angle of 8°22'29", a radius of 881.00 feet, a chord bearing and distance of South 3°50'32" East, 128.66 feet; THENCE in a southeasterly direction, continuing along the southerly line of said Avery Pointe Phase 4, with said curve to the right, an arc distance of 128.77 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set at the beginning of a non -tangent curve to the right having a central angle of 00'36'11", a radius of 1975.00 feet, a chord bearing and distance of North 87°48'20" West, 20.79 feet; THENCE in a northwesterly direction, continuing along the southerly line of said Avery Pointe Phase 4, with said curve to the right, an arc distance of 20.79 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 02°29'46" West, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 50.00 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set at the beginning of a non -tangent curve to the left having a central angle of 00°36'41 ", a radius of 2025.00 feet, a chord bearing and distance of South 87°48'35" East, 21.61 feet; THENCE in a southeasterly direction, continuing along the southerly line of said Avery Pointe Phase 4, with said curve to the left, an arc distance of 21.61 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 01 °57'38" West, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 20.69 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 88°16'32" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 50.00 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE North 01 °57'38" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 21.02 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 88°49'57" East, continuing along the southerly line of said Avery Pointe Phase 4, a distance of 125.01 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner on the easterly line of said 4.686-acre tract, same being on the westerly line of a right-of-way dedication for Ferguson Parkway, created on the final plat of said Avery Pointe Phase 4; THENCE South 01°57'38" West, continuing along the southerly line of said Avery Pointe Phase 4 and along the westerly right-of-way line of said Ferguson Parkway and the easterly line of said 4.686-acre tract, a distance of 251.58 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for the southeast coner of said 4.686-acre tract, common to the northeast corner of said 11.824-acre tract, same also being at the beginning of a tangent curve to the right having a central angle of 04°14'57", a radius of 1540.00 feet, a chord bearing and distance of South 04°05'07" West, 114.19 feet; THENCE in a southwesterly direction, continuing along the southerly line of said Avery Pointe Phase 4 and the westerly right-of-way line of said Ferguson Parkway and the easterly line of said 11.824-acre tract and with said curve to the right, an arc distance of 114.21 feet to a 5/8-inch iron rod with a plastic cap, stamped "KHA" set for corner; THENCE South 06°12'36" West, continuing along the southerly line of said Avery Pointe Phase 4 and the westerly right-of-way line of said Ferguson Parkway and the easterly line of said 11.824-acre tract, a distance of 285.00 feet to the POINT OF BEGINNING, and containing 24.509 acres or 1067605 square feet of land. LOT TABLE LOT NO. ACRES SQ. FT. BLOCK C LOT 23 0.148 6,456 BLOCK C LOT 24 0.148 6,448 BLOCK C LOT 25 0.148 6,440 BLOCK C LOT 26 0.148 6,431 BLOCK C LOT 27 0.147 6,423 BLOCK C LOT 28 0.147 6,415 BLOCK C LOT 29 0.147 6,407 BLOCK C LOT 30 0.147 6,399 BLOCK C LOT 31 0.147 6,390 BLOCK C LOT 32 0.146 6,365 BLOCK C LOT 33 0.144 6,281 BLOCK C LOT 34 0.141 6,135 BLOCK C LOT 35 0.136 5,939 BLOCK C LOT 36 0.133 5,776 BLOCK C LOT 37 0.129 5,623 BLOCK C LOT 38 0.129 5,629 BLOCK C LOT 39X-HOA 2.390 104,090 BLOCK C LOT 40 0.130 5,670 BLOCK C LOT 41 0.132 5,740 BLOCK C LOT 42 0.132 5,750 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK C LOT 43 0.132 5,750 BLOCK C LOT 44 0.130 5,682 BLOCK H LOT 19 0.190 8,288 BLOCK H LOT 20 0.143 6,234 BLOCK H LOT 21 0.139 6,051 BLOCK H LOT 22 0.134 5,829 BLOCK H LOT 23 0.131 5,690 BLOCK H LOT 24 0.129 5,619 BLOCK H LOT 25 0.129 5,610 BLOCK H LOT 26 0.129 5,608 BLOCK H LOT 27 0.129 5,600 BLOCK H LOT 28 0.129 5,600 BLOCK H LOT 29 0.129 5,600 BLOCK H LOT 30 0.129 5,600 BLOCK H LOT 31 0.129 5,600 BLOCK H LOT 32 0.129 5,600 BLOCK H LOT 33 0.129 5,600 BLOCK H LOT 34 0.129 5,600 BLOCK H LOT 35 0.129 5,600 BLOCK H LOT 36 0.129 5,600 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK H LOT 37 0.155 6,750 BLOCK I LOT 1 0.157 6,845 BLOCK I LOT 2 0.129 5,600 BLOCK I LOT 3 0.129 5,600 BLOCK I LOT 4 0.129 5,600 BLOCK I LOT 5 0.129 5,600 BLOCK I LOT 6 0.129 5,600 BLOCK I LOT 7 0.129 5,600 BLOCK I LOT 8 0.129 5,600 BLOCK I LOT 9 0.129 5,600 BLOCK I LOT 10 0.129 5,600 BLOCK I LOT 11 0.129 5,600 BLOCK I LOT 12 0.131 5,713 BLOCK I LOT 13 0.130 5,660 BLOCK I LOT 14 0.130 5,659 BLOCK I LOT 15 0.130 5,657 BLOCK I LOT 16 0.130 5,647 BLOCK I LOT 17 0.129 5,629 BLOCK I LOT 18 0.129 5,616 BLOCK I LOT 19 0.157 6,846 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK I LOT 20 0.158 6,873 BLOCK I LOT 21 0.131 5,691 BLOCK I LOT 22 0.130 5,674 BLOCK I LOT 23 0.130 5,651 BLOCK I LOT 24 0.130 5,646 BLOCK I LOT 25 0.130 5,648 BLOCK I LOT 26 0.130 5,650 BLOCK I LOT 27 0.131 5,702 BLOCK I LOT 28 0.129 5,600 BLOCK I LOT 29 0.129 5,600 BLOCK I LOT 30 0.129 5,600 BLOCK I LOT 31 0.129 5,600 BLOCK I LOT 32 0.129 5,600 BLOCK I LOT 33 0.129 5,600 BLOCK I LOT 34 0.129 5,600 BLOCK I LOT 35 0.129 5,600 BLOCK I LOT 36 0.129 5,600 BLOCK I LOT 37 0.129 5,600 BLOCK I LOT 38 0.155 6,750 BLOCK J LOT 1 0.155 61733 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK J LOT 2 0.129 5,600 BLOCK J LOT 3 0.129 5,600 BLOCK J LOT 4 0.129 5,600 BLOCK J LOT 5 0.129 5,600 BLOCK J LOT 6 0.129 5,600 BLOCK J LOT 7 0.129 5,600 BLOCK J LOT 8 0.129 5,600 BLOCK J LOT 9 0.129 5,600 BLOCK J LOT 10 0.129 5,600 BLOCK J LOT 11 0.129 5,600 BLOCK J LOT 12 0.129 5,623 BLOCK J LOT 13 0.130 5,645 BLOCK J LOT 14 0.130 5,681 BLOCK J LOT 15 0.132 5,732 BLOCK J LOT 16 0.156 6,815 BLOCK J LOT 17 0.157 6,842 BLOCK J LOT 18 0.129 5,622 BLOCK J LOT 19 0.131 5,692 BLOCK J LOT 20 0.130 5,673 BLOCK J LOT 21 0.129 5,636 THAT LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., acting herein by and through their duly authorized officers do hereby adopt this plat designating the hereinabove described property as AVERY POINTE PHASE 5, 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 alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which 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 or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. 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 that 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 obstruction, 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. 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. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand at this the day of 20 LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., a Texas limited partnership BY: Lennar Texas Holding Company, a Texas corporation, its General Partner BY: Signature Name and Title STATE OF § COUNTY OF § BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared of Lennar Texas Holding Company, a Texas corporation, General Partner of Lennar Homes of Texas Land and Construction, Ltd., a Texas limited partnership, 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 consideration therein expressed. Given under my hand and seal of office this the day of 120 NOTARY PUBLIC in and for the STATE OF Printed Name My Commission Expires LOT TABLE LOT NO. ACRES SQ. FT. BLOCK J LOT 22 0.129 5,609 BLOCK J LOT 23 0.129 5,600 BLOCK J LOT 24 0.129 5,600 BLOCK J LOT 25 0.129 5,600 BLOCK J LOT 26 0.129 5,600 BLOCK J LOT 27 0.129 5,600 BLOCK J LOT 28 0.129 5,600 BLOCK J LOT 29 0.129 5,600 BLOCK J LOT 30 0.129 5,600 BLOCK J LOT 31 0.129 1 5,600 BLOCK J LOT 32 0.152 6,638 That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Michael B. Marx Registered Professional Land Surveyor Texas Registration No. 5181 Kimley-Horn and Associates, Inc. 5750 Genesis Court, Suite 200 Frisco, TX 75034 (972) 335-3580 michael.marx@kimley-horn.com STATE OF TEXAS § § COUNTY OF § 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 Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Michael B. Marx, 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 purpose and considerations therein expressed. Given under my hand and seal of office, this 20 Notary Public in and for the State of Texas Printed Name My Commission Expires day of Approved this day of 120 by the City Council of the City of Anna, Texas. Mayor City Secretary FINAL PLAT AVERY POINTE PHASE 5 BLOCK C, LOT 1X-HOA, LOTS 4-38, LOT 39X-HOA & LOTS 40-44; BLOCK H, LOTS 19-37; BLOCK I, LOTS 1-38; BLOCK J, LOTS 1-32; 129 RESIDENTIAL LOTS 2 HOA LOT 24.509 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO. 288, CITY OF ANNA, COLLIN COUNTY, TEXAS SEPTEMBER - 2018 OWNER: Lennar Homes of Texas Land and Construction, Ltd. 1707 Market Place Boulevard, Suite 100 Irving, Texas 75063 Ph: (469) 587-5300 Contact: APPLICANT: Kimley-Horn and Associates, Inc. 13455 Noel Road, Suite 700 Dallas, TX 75240 Ph: (972) 770-1300 Contact: Mark Harris, PE Email: mark.harris@kimley-horn.com m w O Kimley»)Horn October 5, 2018 Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75409 RE: Response to City Ordinance — Subdivision Regulations 11.03(b) — OH -Site Drainage Avery Pointe Phase 5 Dear Mr. Johnson: This letter addresses the impact of off -site drainage for Avery Pointe Phase 5 as required by City Ordinance - Subdivision Regulations, Section 11.03(b). The drainage design of Avery Phase 5 will not exceed the capacity of the existing downstream system in Avery Pointe Phase 4. The drainage design is in accordance with the City of Anna's Storm Drainage Design Criteria (per City of Anna Design Standards, Section 3.2, A), which defers to the City of Plano Storm Drainage Design Manual, dated August 1, 1993. Therefore, the development as designed will not increase flood related damage on downstream properties during the 100-year design storm due to the development's impact on off -site drainage. Damage that may have occurred before the development was in place may still occur. The analysis does not consider other design storm frequencies. If you have any additional comments or questions, please contact me at (972) 776-1764 or mark. harris &kimlev-horn.com. Sincerely, Vv— Mark Harris, P.E. THE CITY OF Aiftha AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the West Crossing Phase 9 Final Plat. SUMMARY: The West Crossing Phase 9 Final Plat is located in the Henry Brantly Survey, Abstract No. 71. The plat contains approximately 21.854 acres covering a section of land to the North of West Crossing Phase 7 and will consist of 107 lots. STAFF RECOMMENDATION: Approval of the West Crossing Phase 9 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 10/29/2018 Exhibit 10/22/2018 Exhibit 10/31/2018 Exhibit WHITE STREET (F.M. 455) WHITE STREET (F.M.4ss) MATCH LINE MATCH BOTTOM OF SHEET ------r-- N 89 °32'27" W -T _ N 89 °32'27" W - ----I 110.00, o - 25' 25' N m 122.50' o m o 0 w N 89 °32'27" W ti N 89 °32'27" W 110.05' m n 422.44' ic N m 76 m o OO N �� 7 t�71 �Y, CID7 z N 89 °31'43" W N 89 °32'27" W �N11 RY B� Icr so 111.66' o mLo SO' R/W rn 121.13' H�N `T 0 25'25 N N iL n Lod �2 N Lq w o �, v 6 m 1/2" G_I R.S.-- N 89°32'!Wl N 89°32'27" W r` ws w nl 113.9_ A18.54' c"cm� o p� J m 5tn]C 5 LU I it a1/2,N B9°32'I W N 8917 115.38' 12? Q o N REMAINDER OF CALLED 73.598 ACRES o m . Z m Lq ' BLOOMFIELD HOMES, LP 4 6 Q ° N 4 S INST. NO. 20131227001685590 J m mitco D.R.C.C.T. N 69°32'27" W i W I °I N 89°32'27" W 115.50' Sm 117.00' Jj 06 CD In 06 o m in 0 3 p0 3 LL N Lq 109.i0' P' l0 64 E S 89 °32'27" E 1 g ® 50.00' r.IRs • o.00' N71'21�1.. 9620' 3 66 cIF �z 5i° v2° c.LRs. 13.01' ig• ° 16• 28 E S 89 09 11" E 210.00' W y W 2.g0 2.1$. 16 2 10.23' 50.00 60.00' o0 .. 0 �R , 8 m. n W M E 3 w w w -j L<i .� sW� B o0 5 3C �. 2�000 n o' 9 z 7 0 �� 4 N 3 nN 2 0 g Q oo �, L=3 56 56 3 z z z z q3., 2op��0 <cq7 '- 20' B.L. o v 69. 6 19.91' 0' U.E. En 10 �® L=28.08' 50.00' 50.00' 60.00' N 25.00;�7 m U / 3 J 50 p0' �' I �16 - N 89 °09'11" W 349.91' - 45^ E D 0 12� N O 9e p9 �y\,Zg / L=g_.3.60' 55.00' 55.00' 60.00' 0 9.91' A0' E. 11 �27� �pp00 ��9�� w w 20' B.L. 50'�I p�� Z = w 25' 1 �z �L I cu u I I IC � I Iw IQ z I I I I I I /2" CI R-s, 1/2" C.LGS. I S 89 *09'11" E 170.00' 145.00' o0 N i I 145.00' o j 120.00' 10_U.E. 15' B.L. I /W o 25' � 44 / A m- X3 �s 13 �6 14 b� 15 �o J - N 89'09'11" W 3 ' 1" = 20004 ti 2ti 20 o p o no 0 16 m o 120.00' cn "�/ .�� / 2 12o ?s o 0o P' o ti in o o L►' o 12 m/ ti 9° z z ti® o m 43 0 N B9 °32'27" W ' N 89'32'27' W r o J'�p R. ��pD z N o o u 115.50' Lq 117.00' 00 ti , 1?q �/ pp �,; BLOCK GG wIC I GRAPHIC SCALE 1"=60' m w N 238S / 11 L27 N 89°09'11" W 170.00' m N 89°09'11" W Q, n m m '11 55.00' 55.00' 60.00' LLI m v v N 2, �1 4 / / v �q v > 6 23.91 Z m z 42 1z0.00 m m Z m �6 2 o ° o 1.17) o ------ - - 2 c� ti to • 7 \ 9° �, 19.01' o m 2 m U 11' 100' 4 ti k! 1 c'9- �6 m o o u�_?� i 0 60 120 180 N 89 °31'43" o N 89 °31'43" W 8S' o O 115.50' 0 117.00' / o = z z c, z - �, �. 43 (q Q 10 ati� ap Lim,o Ln o / a �° m 3 Z 2 1 ti o o 1zo.00' u_ o a a LINE TABLE CMVE TABLE rn m ° S 89 °31'43" E 160.00' s N 81 '44'15" W 4 N 7q °14 as" �� 4 o �� o a. d 15' B.L. 15' B.L. IiB.50' 69' `� n .0 N N o m �o mLLi m N 119. 11 W ti �� v 41 cna� 25.00 25.00' 110.00' ^ ? n° S6, 20' B.L. W n 10' U.E. 115.50' 117.00' 1�. S 69 3i'43" E o m 1 IJ. 9.41' = v�o n m u-, o, o, a 1S SO,. 10' U.E. � N 89°09'11" W I Q o o n L. o m 14 Im v 9 mw Jq. L=36.16 - crf 19 a. m u m nr m k 6 55.00' 60.00' 4.04' I �Q2 NORTHFIELD DRIVE Ln m /2LO oLi N 140.50' - --1-- - - -- - ---- 285.50'--- - m - ti 1 e a nv--- o Q mo c o - N 89 °31'43" W 426.00' m ton N 89 °31'43" W N 89 °31'43" W N89 °31'43"W 106.40' N6 5 rn - SO m N 69 °09'11" W 185.42' �T> 5 �QOR 110.00' w 116.00' i� 75.11' 31.29' 2 6s2, - - - 0.00- 4 ti �4N0 N w _ ti �?o 0' UE 115.50' 117.65' 10' U.E. 117.85' m� m ti n n QLOq(G 50' R/W v 3 15' B.L. 25' 25' ~ vi Lin12 J O O W m �W L 0o W N 89°31A W > I 115.50' Q� co ® CD CU o0 00 gj Ln 11 n Z N 89-31'43" W --- 11 .50 W t� o cD CD N 10 w U� u u a N 89 °31'43" W 115.50' 0 5, o o ]Yf�._[7 9 m =W - o Ln lj �w in {..7 COY m N a u �m-zL N 89 '31 A3" W w' zoz A15.50' - I o z` o B 0 o wa Qz �w o. N 89°31'43" W m 115.50' o o 7 o in N 89 °31 A3" W 115.50' POE%U OF o -- - - 6 IEGINNIN LO 15' B.L. 1 1q m LD - 0 0 N 9 °31'4 " W N B9'11'49" W 117.65' 117.85' 2 13 m N 89°31'43" W °31' 3" W 1 117.85' W J o m 3 12 N LO N 89 °31'43" W N 89 °31'43" W 117.65' 117.85' r-i 4 Ln N 89 °31'43" W N 89 °31'43" W 117.65' w 117.85' 5 om �; 1 / �, / mo / N 89 °31'43" W z " 117.65' 117.85' o 6 / 9 N 6 ° '43" W N-89-°3TA3"--W 117.65' 117.84' �n B 1 m 15' B.L. 15' B.L. 50' R w 18 n W n 15 m J Q w w B1.4g. 6 45X 15.00 0 � r i 125.19' <22 L=15.23' HOA ^ a 25' I 25' o pJp no �^ o v / / /� N89 °09'11"W 103.08' J pj 0 10' U.E. L-69.61 - - - - N 89°31'43" W z m ti NN wo 33'g0_-� 10' D.E. V - 110.00, 116.00' v B o a a o N N -o -- Z 7 h `' 1;° m 38 _ - N s� ° _ 3r m a 4, � w " ' m ]� z 1 - 6 �b oN 7 �5 39 0 LZL in / 15' B.L. 15' B.L. 20' m /J 2°405p„ `L J13 p Z 25' 25' �r 11q.g ly o o Sg 6 lC1 2 110.00' 10' U.E. 11421' L=1.79 10' 50'� u� / 50'IR W L=62.78' L=4 2E, �5, RAW B( N84°49'O6"V N 8 '11' W $ O c��ZR o L=26.79' 38' 1 ° Fjc 62.00' tx a�cI L-63.5' 37 45.45' a z ¢ N 89'32'27" W 249.22'� �� o v� o _ - _ -_ --= IRATNAGE FASEMFN m m o °� V 4 to NO. 201705310006U5910 - L=2 o' ti 3 cn ti n C.R.C., T. (TO BI ABANDONED BY / 13A ti w 36 \ I W L-56.72 _ ti a� ° n- 6 2 3 Q FPERATE IN°TRIJMENTI FART- ®N ® - 'mil 97 1 = 35 ti^ om n *�j. om ----- - - -- - - - N NGD 60.00, 54.05' 54.06' 56.11' L=54.70' RIV - g 20' B.L. w w �56.7! C5 S2� oo e.4 34 Z 33 m Q o w w L-56.72, �'3 ( U.F n 80' R W Y w 18 gg mo 20 - - 21 vo o. C;56, SO\ S2 ti 17 m- moo No mo Nti 22 mN 23 v w 10'Vt 4' \ 40' 40 Q o ^ o o N a m y 24 m- 20. 6. C,56 J _ �.6� �• L B m N BSS6. 25 5' W.M.E. z z ti ^ mh 26 25.00 I25. 0' ,02= 4.85' 54.06. 52.00' OGK F z a 27 �.SS ti 270°13 L14 L13 L12 F z pti \ qJ• 50.00' o titi 2B \ �V `L� 1-28Li V n s 11 Rio = hp < 10. 2 5' PEDESTRIAN L 25x50 STRE T, DPAINAUE, 3 I 1 x= �^ 29 9 ACCESS ASEMENT -- - � o � � M UTR ITYI 15EMENT m - U' - �� g� S INST . N0. 01 05"11000EJ5870 m I l n 3 s ¢ 3 I ro `"9 o fLti�w DR.C.CT. Gg / 30 3 3 ti a CO WEST CROSSING PHASE 7 zo Of ti INST. N0. 2018-609 o� 31 w w PRCCT �� 46 N- Q LINE BEARING DISTANCE L1 N89°32'27"W 8.16' L2 N00°2B'17'E 16.16' 13 NO2°59'15"E 54.03' L4 NB9°05'40"W 53.84' L5 N59°16'27"W 55.41' L6 N64`47'12"W 52.37' L7 N66°45'21"W 49.37' L8 N69°45'07"W 50.79' L9 N73 °00'02"W 50.79' L10 N75°56'20"W 50.79' L11 N78 °59'24"W 50.79' 112 N82'02'28"W 50.79' L13 N85 °03'30"W 50.79' L14 N87 °45'16"W 53.10' L15 S00°z8'17"W 2.00' L16 S44°32'05"E 27.75' L17 N44°0911"W 21.21' L18 S34°33'101 24.54' L191 S13'23'26"W 38.43' L20 N31°45'24..E 14.33' L21 S59°34'39"E 20.00' L22 N59°34'39"W 26.26' L23 N10°4BAO1 43.68' L24 N25°37'45"E 41.16' L25 N45°22'45"E 41.16' 126 N65'07'45"E 41.16' L271 N84°45'00"E 42.92' L-2-8TS89°09'11"E 1 5.00' LINE RADIUS ARC DELTA CHORD BEARING CHORD C1 1750.00' 98.12' 3°12'45" N01°06'05"W 98.11' C2 1750.00' 96.12' 3°12'45" NO1°08'05"W 98AI, C3 255.00' 402.22' 90°22'32" N45°39331 361.60' C4 500.00' 136.56' 15°3853" S21°12'52"W 136.13' C5 1092,00' 596.50' 31°1751" 573°5332"E 589.11' LEGEND s BOUNDARY CORNER AS NOTED I.R.F. IRON ROD FOUND C.I.R.S. CAPPED IRON ROD SET "GOODWIN 6 MARSHALL" D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS VOL, VOLUME PG. PAGE SQ. FT. SQUARE FEET AC. ACRES R/W RIGHT-OF-WAY CAB. CABINET SL. SLIDE U.E. UTILITY EASEMENT B.L. BUILDING LINE U.L.S.W.E. UTILITY, LANDSCAPE, G SCREENING WALL EASEMENT W.M.E. WALL MAINTENANCE EASEMENT 5/8" Cl - F 25.00'1 25 00 117.65' 10' U.E. 117.85' - .0 - �^ `f'' 11 8 --- -- --� - - -_ 1 ��z \o v "WESTWOoo" - I / c�3o mad 32 N 89 3143 W ` TT TTv EASEMENT - �,Tw000" - E; e c LR.F N 89'32'27" W 285.50' a c.LR F wEsrw3oo in -� x: �� J�.a� �0 x�(' STAEti oRATN�.C� - - - - - -- - -- - - ° u a 6 U �� / - z 115.50' y INST No 2017o521000B956Ao �� . as m F-Q �'3 D R.C.0 T T 1. I.P F, \ / / - o_��O/ G,3•>S" w ti CALLED 4.0 ACRES / 10,�� O urn moz mmN JOSS FACUNII AN/ WIFE 5 JOSEFINA 0. FACUNO 6 L4 VOL. 462PG.759 I _ ' N D.R.C.C. T. o c, FNAL PLAT `y r a rz OF v Ind,LO �R Nz �� wm� 3/8 IRF S 89.04'i9" E 290.63' _ _ �\ �/IJO I oQ WEST CROSSING PHASE 9 tit row c�� ml ti u 103.65' 79.98' 53.50' 53.50' 1/2' C R.S. - - a c� BEING (5L rt qw,� 5' D.E.vEy 21.854 ACRES � N q w a w T Y 'SU� 9 - SITUATED IN THE cn I I 1 ti � Lu'� w a m a J BLOCK a Nil / - --- -- - - - - - -�- ��7��r o `a n 12 my 13 0 14 o FIFN R8 N t� I HENRY BRANTLY SURVEY, ABSTRACT No. 71 v B F - 11 j N- o o ^ a Q \ / / , \ - --- i I CITY OF AMA, COLLIN COUNTY, TEXAS - / 5/B' c.I.R r O1Cu N1> c�j. ILDz z N 0 ��4�OQ`°�� / \\ / • . / -/ % _ -I 'btlETV90D0" �I I - - --- - - I 1U/ RI�1LJl'il\ 11Ai�OCTOBER, W1LOW I 1\G7�1GLV 1lAL LV 1 1/2" C.IRF. R - It we w a o c gelq, L=38.22' - - o��° PREPARED BY: 53.50' 53.50' W �� o o Q o tititi� DEVELOPER: ��o� - ° o "' v��iz OWNER: (00DV�'3 a W� r` h N 89 `32'27" W 155.66' N pA R@ 10 a N m 0 , HOLCOMBE DRIVE 1/2 C LR S. „ a HALL cm o g N 89 32 27 W 122.50' L1 P � LOOMFIELD) CIVIL ENGINEERS -- PLANNERS - SURVEYORS J o z 105.81' w @ t HOMES DOUGLAS PROPERTIES INC. m 15' B.L. F`�1V1 2405 Mustang Drive, Grapevine, Texas 76051 S 00 28'iT W 2309 AVE K Metro 817 329-4373 LO 9 N m g o 498.27' 1050 E. HWY 114, SUM 210 Ste' 100 I 110.00, N o 0 122.50' w r----------- $OUTIR.AKE, Tit; 76092 TBPE REGISTRATION # F-2944 N 69 °32'27" W J 25' z125' N 89 °32'27" W -----I PLANO, TX 75074 MATCH LINE MATCH TOP OF SHEET 817-416-1572 972-422-1658 TBPLS # 10021700 MS1 OWNER'S CERTIFICATION STATE OF TEXAS COUNTY OF COLLIN WHEREAS, BLOOMFIELD HOMES, L.P. , Is the owner of a 21.854 acre tract of land situated in a portion of the Henry Brantly Survey, Abstract No. 71, City of Anna, Collin County, Texas, being part of that certain called 73.598 acre tract described in a deed from Dechomai Asset Trust to Bloomfield Homes, L.P., recorded in Instrument No. 20131227001685590 of the Deed Records of Collin County, Texas (DRCCT ), and being more completely described as follows, to -wit; corner of West Crossing Phase 7 ' WESTWOOD " for the Northwest c r BE GINNING at 5/8 ca pped ed iron rod found stamped9 PP recorded in Incurment No. 2018-609 of the Plat Records of Collin County., Texas (PRCCT ), being in the West line of said 73.598 acre tract, the East line of a called 60.549 acre tract described in a deed to Two-J Partners, LLLP recorded in Instrument No. 20080509000562490 (DRCCT ), and being in the recognized West line of said HenryBrantly Survey and the East line of the Francis T. Duffau Survey, Abstract No. 288, from which a 1/2' capped iron rod found stamped 'TWC' for the Southwest corner of said West Crossing Phase 7, some being the Northwest corner of West Crossing Phase 5 recorded in Volume 2016, Page 554 (PRCCT ) bears South 00 deg. 28 min. 17 sec. West - 475.94 feet, THENCE North 00 deg. 28 min. 17 sec. East along the West line of said 73.598 acre tract, the East line of said 60.549 acre tract, and the recognized West line of said Henry Brantly Survey and the East line of said Francis T. Duffau Survey, a distance of 1098.26 feet to a 3/8' iron rod found for the most westerly Northeast corner of said 73.598 acre tract, the Southwest corner of a called 4.0 acre tract described in a deed to Jose Facundo, et ux recorded in Volume 4625, Page 759 (DRCCT ), said point being the recognized Northwest corner of said Henry Brantly Survey and the most southerly Southwest corner of the Martin Moore Survey, Abstract No. 649, from which a I" iron pipe found for the Northwest corner of said 4.0 acre tract and the Northeast corner of said 60.549 acre tract bears North 00 deg. 28 min. 17 sec. East - 246.65 feet, THENCE South 89 deg. 04 min. 19 sec. East departing the East line of said 60.549 acre tract and the recognized East line of said Francis T, Duffau Survey and continue along the most westerly North line of said 73.598 acre tract, the South line of said 4.0 acre tract, and the recognized North line of said Henry Brantly Survey and the South line of said Martin Moore Survey, a distance of 290.63 feet to a 1/2' capped iron rod set stomped 'GOODWIN a MARSHALL' , hereinafter referred to as 1/2` capped iron rod set, THENCE South 00 deg. 27 min. 33 sec. West departing said North and South lines, a distance of 170.61 feet to a 1/2' capped iron rod set, THENCE North 89 deg. 32 min. 27 sec. West, a distance of 8.16 feet to a 1/2' capped iron rod set, THENCE South 00 deg. 28 min. 17 sec. West, a distance of 498.27 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 31 min. 43 sec. East, a distance of 118.50 feet to a 1/2" capped iron rod set, THENCE North 00 deg. 28 min. 17 sec. East, a distance of 16.16 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 31 min. 43 sec. East, a distance of 160.00 feet to a 1/2' capped iron rod set, THENCE North 00 deg. 28 min. 17 sec. East, a distance of 218.20 feet to a 1/2' capped iron rod set, THENCE North 02 deg. 59 min. 15 sec. East, a distance of 54.03 feet to a 1/2' capped iron rod set, THENCE North 25 deg. 06 min. 32 sec. East, a distance of 92.42 feet to a 1/2' capped iron rod set, THENCE North 77 deg. 21 min. 51 sec. East, a distance of 70.64 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 32 min. 27 sec. East, a distance of 109.10 feet to a 1/2' capped iron rod set, THENCE South 66 deg. 18 min. 36 sec. East, a distance of 82.15 feet to a 1/2' capped iron rod set, THENCE North 76 deg. 28 min. 28 sec. East, a distance of 76.51 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 09 min. 11 sec. East, a distance of 210.00 feet to a 1/2' capped iron rod set, THENCE South 00 deg. 50 min. 49 sec. West, a distance of 120.00 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 09 min. If sec. East, a distance of 170.00 feet to a 1/2' capped iron rod set in the East line of said 73.598 acre tract and being in the West right-of-way line of West Crossing Boulevard (80' right-of-way width ) as shown in Volume 2009, Page 413 (PRCCT I, from which a 1/2' iron rod found "bent" in said East line and West right-of- way line bears North 00 deg. 50 min. 49 sec. East - 596.31 feet, THENCE South 00 deg. 50 min. 49 sec. West along said East line and West right-of-way line, a distance of 755.70 feel to a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northeast corner of said West Crossing Phase 7, from which a 5/8' capped iron rod found stomped ' WESTWOOD' in the East line of said 73.598 acre tract and said West right-of-way line bears South 00 deg. 50 min. 49 sec. West - 164.46 feet, THENCE in a westerly direction departing said East line and West right-of-way line and continue along the North line of said West Crossing Phase 7 the following seventeen (17 1 courses, North 89 deg. 05 min. 40 sec. West , a distance of 53.84 feet to a 5/6' capped iron rod found stamped ' WESTWOOD' , North 57 deg. 23 min. 16 sec. West, a distance of 103.96 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 59 deg. 16 min. 27 sec. West, a distance of 55.41 feet to a 5/8' capped iron rod found stamped "WESTWOOD' , North 64 deg. 47 min. 12 sec. West, a distance of 52.37 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 66 deg. 45 min. 21 sec. West, a distance of 49.37 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 69 deg. 45 min. 07 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 73 deg. 00 min. 02 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 75 deg. 56 min. 20 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 78 deg. 59 min. 24 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 82 deg. 02 min. 28 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 85 deg. 03 min. 30 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 87 deg. 45 min. 16 sec. West, a distance of 53.10 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 89 deg. 32 min. 27 sec. West, a distance of 270.13 feet to a 5/8" capped iron rod found stamped ' WESTWOOD' South 00 deg. 28 min. 17 sec. West, a distance of 111.00 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 89 deg. 32 min, 27 sec, West, a distance of 285.50 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , South 00 deg. 28 min. 17 sec. West, a distance of 2.00 feet to a 5/8" capped iron rod found stamped `WESTWOOD' , North 89 deg. 31 min. 43 sec. West, a distance of 115.50 feet to the POINT OF BEGINNING, containing 951, 945 square feet or 21.854 acres of land, more or less. OWNERS CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS> THAT, BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officer does hereby adopt this plat designating the herein above described property as WEST CROSSING PHASE 9, 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 plot for mutual use and accommodation of all public utilities desiring to use, or using some. No buildings, fences, trees, shrubs, or other improvements shall be constructed or ill shall have the r' on side lot. An public utility h h across the easement strips s placed upon, over or ac p p y p y 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, , 2016 BLOOMFIELD HOMES, LP., a TEXAS LIMITED PARTNERSHIP By, BLOOMFIELD PROPERTIES, INC. a TEXAS CORPORATION, GENERAL PARTNER BY, Donald J. Dykstra, President BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Donald J. Dykstra, President of Bloomfield Properties, Inc. the General Partner of Bloomfield Homes, LP, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some 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, , 2018. Notary public, State of Texas CERTIFICATE OF ACCEPTANCE BY THE ANNA CITY COUNCIL Approved this day Mayor, City of Anna, Texas City Secretary, City of Anna, Texas 2018 , by the City Council of the City of Anna, Texas. SURVEYOR'S CERTIFICATE Know All Men By These Presents i That I, John Nicholas Rogers, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision regulations of the City of Anna, Texas. Dated this the -Lb -day of o6/ 2018. OF John Nicholas Roger , R. .L.S. #6372 4p��I57FT Goodwin 8 Marshall, Inc. CD. &p 2405 Mustang Drive :........... ...... Grapevine, TX 76051 JOHN N. ROGERS (817 1 329-4373 '9°FEssz`'' STATE OF TEXAS I �7Nj'Sd. t� I SS COUNTY OF TARRANT I BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared John Nicholas Rogers, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN U)QWMY HAN THE OFFICE this the day o 2018. EMI. TAYLOR-tate of Te,wsry publicStaofTe s z�zufiazo lfkNrS' w rLS I. Bearings are oriented to Texas State Plane Coordinate System, North Central Zone, 4202, derived from GPS observation.The combined scale factor for this site is 0.99985652. This factor is to be applied to any ground coordinate or distance values in order to reduce said values to State Plane grid. 2. All property corners are set with 1/2' iron rods with yellow plastic caps stamped 'Goodwin 8 Marshall" , unless otherwise noted. 3. Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utilities and building permits. 4. ROW owned by City, Landscape Improvements, Owned and Maintained By Owner, HOA or the Owners of the Individual Lots Contained within this Plat, As Applicable. 5. According to the Flood Insurance Rate Map (FIRM ) panel 48085C0155J, effective June 2, 2009 and Flood Insurance Rate Map (FIRM ) panel 48085C0160J, effective June 2, 2009. This survey is located in Flood Insurance Zone ' X" (non -shaded I, being defined as areas outside the 0.2% annual chance floodplain. 6. Parkway improvements such as curb 8 gutter, pavement tie-in, drive approaches and sidewalks may be required at time of building permit issuance via a parkway permit. 7. Lot 45X, Block FF is a private H.0.A.✓Developer owned and maintained open space lot. 8. The City of Anna is not responsible for the maintenance of the retaining walls so the HOA will be responsible for the maintenance of all retaining walls. W I / 25'X25' VISIBILITY 8 SIDEWALK W I EASEMENT (TYPICAL) l t � I E25` C LOCAL STREET STREET TO STREET INTERSECTION /0' XIO' SIDEWALK AND UTILITY EASEMENT (TYPICAL) NOTE+ DETAIL PERTAINS TO ALL LOCAL INTERSECTIONS. TYPICAL STREET INTERSECTION N. T. S. OWNER: HJMES 1050 E. HWY 114, SUITE 210 SOUTHLAKE, TX 76092 817-416-1572 PDOUGLAS PROPERTIES, INC. 2309 AVE SUM Ll PLAN, TX • 0, 972-422-1658 • 1We ®®M °® ee LOT SUMMARY TABLE LOT BLOCK (SO. FT, 1 ACREAGE I GG 6600 0.152 2 GG 6050 0.139 3 GG 6352 0.146 4 GG 9011 0.207 5 GG 6467 0.148 6 GG 7776 0.179 7 GG 6406 0.147 8 GG 8220 0.189 g GG 6351 0.146 10 GG 6684 0.153 GG 6664 0,153 GG 6664 0.153 GG 6461 0.148 k GG 6050 0.139 GG 6050 0.139 GG 6600 0.152 LOT SUMMARY TABLE LOT BLOCK (SQ. FT. 1 ACREAGE I NN 7064 0.162 2 NN 6260 0.144 3 NN 6260 0.144 4 NN 6260 0.144 5 NN 6297 0.145 6 NN 6412 0.147 7 NN 6706 0.154 8 NN 6737 0,155 9 NN 7397 0.170 LOT SUMMARY TABLE LOT BLOCK (SQ. FT. 1 ACREAGE I HH 7200 0.165 2 HH 6000 0,138 3 HH 6000 0.138 4 HH 6496 0.149 5 HH 6555 0.150 6 HH 9984 0.229 7 HH 8066 0.185 8 HH 7625 0.175 9 HH 9248 0.212 10 HH B051 0.185 11 HH 9894 0.227 12 HH 10870 0.250 13 HH 7220 0.166 14 HH 6872 0.158 15 HH 6328 0.145 16 HH 6961 0.160 17 HH 6604 0,152 18 HH 6001 0.138 19 HH 6001 0.138 m'• © ,V-lr MIM 11151111711 AMIM, 1 LOT SUMMARY TABLE LOT BLOCK (SQ. FT.) ACREAGE I KK 6974 0.160 2 KK 6175 0.142 3 KK 6179 0.142 4 KK 6178 0.142 5 KK 6141 0.141 6 KK 6024 0.138 7 KK 6080 0,140 8 KK 6050 0.139 9 KK 6022 0.138 10 KK 7924 0.182 II KK 13192 0.303 12 KK 7316 0.168 13 KK 6486 0.149 14 KK J 6464 0.148 TRACT SUMMARY TABLE TRACT BLOCK AREA (SQ. FT. I AREA (AC. ) USAGE MAINTENANCE RESPONSIBILITY 45X I FF 1 1858 0.043 1 OPEN SPACE, DRAINAGE EASEMENT H.O.A. w U) a m WEST CROSSING PHASE 9 iGl' 21.854 ACRES SrrUAnD IN ME ABSTRACr No. CITY OF ANNA, 107 RESIDENTIAL LOTS,1 NON-RESIDENTIAL LOT OCTOBER, 2018 PREPARED BY: o 11 nnnunw a SHEET 2 OF 2 W MSL g CIVIL ENGINEERS PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro .(817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 GT OODWIN ? CIVIL ENGINEERS -- PLANNERS - SURVEYORS 1YIWRSIf-)(Ai 1L1L October 30t1i, 2017 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75409 RC: West Crossing Preliminary Plat -Phase 9 and 11 Dear Mr. Johnson: Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West Crossing development on downstream properties. This analysis, which has been submitted to, reviewed and approved by the City back in April of 2017 shows no detrimental impacts downstream. Based on this, this letter serves as our verification that no detrimental impact is experienced downstream of the project due to the construction of West Crossing Phase 9 and 11. Mr. Johnson, we appreciate your time and considerations during the review process of this project. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this matter. Sincerely, Goodwin & Mat -shall, Inc. • Edward Eckart, P.E. EWE/mjb TEXAS • 1405 Nutting 0dea • Gnperine, TX 76051 • 017,319.431) TENNESSEE • 6074 Apple Ine Dme • Memphis, IN 311115 • 901.601.9188 ARIZONA • 6909 West Rap Road, Suite 15 • Chandler, Al 85226 • 601.118.7285 COLORADO • 8400 E. hands, Ave. • Gnenwood Village. CO 80111 • 303.459.4061 THE CITY OF Aiftha AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the West Crossing Phase 11 Final Plat. SUMMARY: The West Crossing Phase 11 Final Plat is located in the Henry Brantly Survey, Abstract No. 71 and the G. Morrison Survey, Abstract No. 559. The plat contains approximately 17.798 acres covering a section of land to the North of West Crossing Phase 9 and will consist of 88 lots. STAFF RECOMMENDATION: Approval of the West Crossing Phase 11 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 10/29/2018 Exhibit 10/22/2018 Exhibit 10/31/2018 Exhibit SITI WHITE STEEET (F.M. 453) MATCH BOTTOM LEFT SHEET 4A N 89 °32'27" W 121,57' ®®® N 89 °32'27" W 110.03' v �$� eo� v � 0 12 ,on 26 IV IU� N 89 °32'14" W i�, N 89 °32'27" W I I u- 142.41' �\ 111.91' v rn �w \ m N r� CD 13 N�m 25 m IJ J ¢ CO n N 89 °31'43" W \ N 89 °32'27" W 115.66 /2" c.LR 11 12 m o �Q 14 I I� I �I 24 �� m ui N 89 °31'43" W (11 N 89 °32'27" W J 50•IR/W 110.38' C 118,39' 25' 25' v o 0 23 n mm N J N 89 °31'43" W U o ti N 89 °32'27" W Iw m 110,00, 00 ap 118.50' _ T "S LL Z 22 Q o �Wg S m 16 0 0Lq o in c4 O SO' ti Z n N n w N B9 °31'43" W N 89 °32'27'. W ^ 110.00cu U o 118.50' Q w 3 L O = N �� °� n Opp Rtc)m 17 Lq Y Z N 21 co omtim m cLit) Q N 89 °31'43" W N 89 °31'43" W 110.00' o 0, 118.50' o n tiff ' r; ro n LcN m 20 m 18 L v ti m 25.00' 25.00' 110.00' ooC-Q`_`` N89 °31'43"W 160.00' c" c LRs. � 118.50' J o m ti N 89 031'43" W 118.50' 9s. ti 2 112" C.I.R.S e RAP • 0 60 LXT-s TA IBLE o� N � 00�0 \ G � 2 �O SUIT IEFEY� P J 0 � \ GUYA 410F�Rj)59 �oQ� 53� \ 22 Pvv 1/2" RF. "RENT" Lq v � �FNT9a 1/2" C.LR.F. 'BEER" FROM WHICH 0 23 O) �5�,- A I/z' c r H.F. °rIPTRN" BEARS cl" �� v S01 "5D'50"W - 0.64' VAn \ N 89°09'11" W 117.62' m24 0 o Nm n 21 N 89°09'11" W � "' � a,��'"7 9 S• AI o 132.33' � `U = o �� 0 20 00 4 .,7\ g 25 N o L=63Ln .2� 190 N 89'09'11" W a - 3s L !„ w 131.65' L8 _ ¢ ti p q0 - �o ho. G> o -� s 18 26 o a o n N c7S 9 S7. G N `n �o N 89 °09' W ' 4.06 \S�S�bq•• !\ ti 17 w Z 3 27 cq \\ \9> ANNA HIGH SCHOOL #1 ADDITION N 8130 29? W m \\ T �0 16 p2 0- \ o o 20' WATERLINE EAJEMENT- VOL. 2011 PG. 176 1 l � o �g 1ti , a P.R.C.C.T. 28 P> G ! � !. C� Y �� VOL. 5293, PG. E373 �1,.�o. TD BE ABANDONED BY 5/N" C.I RF. �O �6 SEPARATE INSTRUMENT 312.76 N 9,09'11"w 129� - _ B °09'11" W gyp, G�6 15 ILLEGIBLE" 10' - -- 120.00' w o. �p E -- -- -- -- -- -- - -- 799 12Qd 15.00' w� m_ -- -- -- -- -- o m w 17X VARIABLE WIDTH R/W PER o - 2- --- -N 3 HOA - - - C.R.370 om m N N 89°31'20" E 154.07' no no- ------__ N. V- cz - -- - - - - VOL. 2011 PG. 176 _...- - ._ - - -- - 2 - -------- -- -- P.R.C.C.T. _ in u-J N 89 °09'11" W N 89 °09'11' W m 00 N o ROWNS ROAD 115.00, z 113.10' n 1 o r N 76°2q 0E I 10: U.E. 128.73' 3 0 0 12 0, I I I w 15' B.L. Ln 16 3 29 rn N 89 *09'11" W 13 \ cq I N 89 °09'11" W r N I in 11-4 _ 115.00' w _ N 89°09'11" W g 127.74' m I �y �} L J J 7 T J 7 Y N 88 °00'35" E �g flJl dl� S'V Il, Y L' 11 127.89' cc u�'-i o y IJ 2 .0 r� o j�7'I1� �� y J n 28 6 m I� 4 C�� 15 N w n 12 N 1/2 BETI.R.F. IVIj I N 89° 9'1 W N 89°09'11" W > o 0 115.00' 130.00' m z Q N 89-09-11" W N O m m Y 127.21' v n o w N 89°09'11" W v I x o 0 o g o 0 120.00' CALLED 4.0 ACRES I m Z 5 L6 3 14 o e JOSS FACUNDO AND WIFE, JOSEFINA O. FACUNDO 27 o r q m o O VOL. 4625 PG.759 I N ^^�� W N 69°09'11" W N 89°09111" W W I 11 0 a,l D.R.C.C.T. N 8126 521 W 115.00' J 130.00' = N 69°09'11" W N 3 o 0 120.00' m I 6 o o I 26 o ® �� 13 Ln = m o 10 Ci N 89 °09'11" W O N 89 °09'11" W N 89 °09'11" W m 115.00' 130.00' n N 89109'11" W a POINT OF 125.84' 3 w 120.00' COMMENCING POINT OF 1/2° c.T.R.F. "BEEH FROM WHICH I L`jL. o o Q 3/8" LR.F. BEGINNING A 1/2" C.I.R P. "1IPTON"' BEARS 25 7 0 0 12 m Q o 9 0 1/2" c.LR_s _ S 89 04 19' E 430.63 N1� °11'23°E - o a4' I ^� o A I a S 89 °04'19" E 290.63' A-649 125.17' ' -5,59 m R A-71 2000 3.26' 9tl-w - -": 89-05'11-W N 89°09'11" W N 89°09'11" W A-7/ (� w o I 51.30' 51 D E 51.30 51.30' 51.30' 5' O.E. n m w 131,01' z 120.00' Z ti - 51.30' 51.30' 51.52' 59.40' 65.77' 115.00' BLOCK KK wa¢ I (D m o=m oo mwo Io Cn ,.i Cw o w w w B 11 8 \v LLJ W �oz m- m_ w w w w w zirw `y mm mr� min mm mLq mrn min m mQ m N 89°09'11" W N 89°09'11" W U Q cq N 89 °09'11" W m ti W m W N 15 v N 16 "m 17 ^v ° 18 N m 19 N m 20 ^ m 21 �v 22 30X m 23 24 �um50'I R/W 130.00' 120.00' �`? 3 �TF� •, `o oo ti 25' 25' i*� 115.00' m - o - \ Oa [L'Y rY O O O� O� O� O� O�'A5220'0'0 N m �' z z z0 o co m m 7 m o Lo W P tij'C� J m -50' R W�,N20' B.L. z Z�nI9m°o� 10 m 25' 25' uo-�u-�3I��A-71 10' B.L. Dz N 89 °09'11° W 10' U E. 10' USE.__ 15' g L10' U.E.51.30' 51.30' 51.30' 51.30' 51.30' 51.30' 51.30' 59.40' 65.01' 120.00" L=62.66' W o Z o 18.81 L=33.61 L=20.00' 110.00' o 0 a I N - -- -. - _ ___ ¢ N 89 °32'27" w 623.84' HOLCOMBE DRIVE - - � N 6 S 126.84' - - - �- - -- - �_-- _ N 89°09'11" W 135.00' Q o o 0 453.01' 43.98' C5 �- - Q J oo L4 N W C6 v o- - N 8920 001 W (!1 ��oti /2" EIR.S. 110.00' m�- er LLi h N C 67.00' 54.55' 53.31' 53.31' 54.55' 54.55' 50.00' 50.00' 34.73' L=43.01' L=50.03' 50.00' 6000' 5 REMAINDER OF CALLED 73.59E ACRES m o o I N C - U.E. o �Qo I BLOOMFIELD HOMES, LP 10' U.E. 15' 8.L m �, Q L=15.8, L=7.05' - 0 0 ¢�ti¢ INST. NO. 20131227001685590 w - wj 20' B.L. 10' U.E. - O I 10 m w w w w 20' .L. 80' R/w v 0 D.R.C.C.T. O O ti w w N 89 °09'11" W ^i^in cn m mo mo �_ _ o mo mo w w ° w w w 1 - 0 120.00' Cai ti �! W N 89 °32'27" W o m �' 0 28 '" 0 29 m" 30 0 31 N 32 N 33 m io 34 m o 35 0 `r' Q "' cn OD (U 110.00' O 27 O ti o N N n 36 O LL 37 Q o 38 " o w 4 coz Q ^o _ o o O� o o ti �m �N Ls iono ono 39 m N o I O oo BLOCK NN i s ti m z z o z z oo o o o `� o" ti w N 89 °09W 120.00' ' 11 " I z� 11 J Q 50' R W J 54.55' z z z Z z z z �� MATCH TOP RIGHT SHEET N 89°32'27" W 110.03' C4 25f 67.02' N89°32'27"W �590• - Cg 5qj3' N B9'32'27"5W MATCH TOP LEFT SHEET 55 sggl BLOCK HH tij �1 �% 1 r'� 109.10' NIPS °j�, �� 6 51.26. 50.00' 50.00' 50.00' 60.00' C�!O �� tis, h B`�15lV q 25S76�W /2 N189 09 11" W 210.00' 1/2 112" C.IIt,S. LEGEND • BOUNDARY CORNER AS NOTED I.R.F. IRON ROD FOUND C.I.R.S. CAPPED IRON ROD SET "GOODWIN & MARSHALL" D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS VOL. VOLUME PG. PAGE SO. FT. SQUARE FEET AC, ACRES R/W RIGHT-OF-WAY CAB. CABINET SL, SLIDE U.E. UTILITY EASEMENT B.L. BUILDING LINE U.L.S.W.E. UTILITY, LANDSCAPE, & SCREENING WALL EASEMENT O1 VISIBILITY & SIDE WALK EASEMENT LINE BEARING DISTANCE L1 S77 °21'51"W 70.64' 1-2 S02°59'15"W 54.03' L3 SOO'2B'17"W 16.16' L4 SB9°32'27"E 8.16' 1-5 N66°36'15"W 41.07' 16 N23°21'27"E 52.24' L71 N38 °57'43"E 13.36' L81 S89'09'11"E 1 12.93' CURVE TABLE CURVE RADIUS ARC DELTA CHORD BEARING CHORD C1 640.00' 454.14' 40°39'24" S40°37'22"E 444.67' C2 405.00' 436.82' 61'47'53" S30 °03'07"E 415.96' C3 1000.00' 92.23' 5°17'03" NO2°10'14"W 92.20' C4 1000.00' 92.23' 5°17'03" NO2°10'14"W 92.20' C5 800.00' 60.76' 4 *21'06" S67 °21'54"E 60.75' C6 800.00' 55.35' 3 °57'50" 117 °10'16 55.14' C7 200.00' 98.44' 26 °12'07" S75 °03'07"E 97.45' C8 260.00' 260.43' 61'47''53" S30'03.07"E 267.03' X POSNI@il pm i j 4 � SITE w I u(Millwaklmig N.T.S. MATCH BOTTOM RIGHT SHEET W 120.00' w, ~ o 3 o vi 3 m o ' < V � q/8" C.I.R.F. Z m r o Q Q WESTNOOD I in I rn N 89*0911" W N- LU 120.00' o I W ca � m 2 0 3 m� P, R= n o N n a Q�0 S - (ID oo N 89 *09'11" W orn - «z in oil o = 120.00' co j Z I R/W m g C Z ig 15' B.L-- o to (� L 5.00' 25.00' 120.00' 3 W-- 1/2 c-Las. N 89 °09'11" W 170.00' Q I 112 c T.R i o m OWNER: BLOOMFIELD HOMES 1050 E. HWY 114, SUITE 210 SOUTELAIE, TX 76092 817-416-1572 DEVELOPER: DOUGLAS PROPERTIES, INC. 2309 AVE K SUTTE 100 PLANO, TX 75074 972-422-1658 FINAL PLAT w OF m WEST CROSSING PHASE 11 BEING 17.798 ACRES o SITUATED IN THE HENRY BRANTLY SURVEY, ABSTRACT No. 71 0 G. MORRISON SURVEY, ABSTRACT No. 559 CITY OF ANNA, COLLIN COUNTY, TEXAS 88 RESIDENTIAL LOTS, 3 NON-RESIDENTIAL LOTS PREPARED BY: OCTOBER, 2018 G G�O�l�UJ}��j� J1jA[]v7 �I jj jj SC;IEkC� 9 ®(f= 2 w II \" LARS1 1Ld �s CIVIL ENGINEERS -- PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 OWNER'S CERTIFICATION_ STATE OF TEXAS COUNTY OF COLLIN WHEREAS, BLOOMFIELD HOMES, L.P., is the owner of a 17.798 acre tract of land situated in a portion of the Henry Brantly Survey, Abstract No. 71, The Guyn Morrison Survey, Abstract No. 559, City of Anna, Collin County, Texas, being part of that certain called 73.598 acre tract described in a deed from Dechomai Asset Trust to Bloomfield Homes, L.P., recorded in Instrument No. 20131227001685590 of the Deed Records of Collin County, Texas (DRCCT 1, and being more completely described as follows, to -wit: COMMENCING at 3/8` iron rod found for the most westerly Northwest corner of said 73.598 acre tract, the Southwest corner of a called 4.0 acre tract described in a deed to Jose Facundo, et ux recorded in Volume 4625, Page 759 (DRCCT I, being in the East line of a called 60.549 acre tract described in a deed to Two-J Partners, LLLP recorded in Instrument No. 20080509000562490 (DRCCT I, said point being the recognized Northwest corner of said Henry Brantly Survey, the most southerly Southwest corner of the Martin Moore Survey, Abstract No. 649, and being in the East line of the Francis T. Duffau Survey, Abstract No. 288, from which a I' iron pipe found for the Northwest corner of said 4.0 acre tract and the Northeast corner of said 60.549 acre tract bears North 00 deg. 28 min. 17 sec. East . 246.65 feet, THENCE South 89 deg. 04 min. 19 sec. East departing the East line of said 60.549 acre tract and the recognized East line of said Francis T. Duffau Survey and continue along the most westerly North line of said 73.598 acre tract, the South line of said 4.0 acre tract, and the recognized North line of said Henry Brantly Survey and the South line of said Martin Moore Survey, a distance of 290.63 feet to a 1/2' capped iron rod set stamped ' GOODWIN 8 MARSHALL' , hereinafter referred to as 1/2' capped iron rod set, said point being the TRUE POINT OF BEGINNING, THENCE South 89 deg. 04 min. 19 sec. East along said North and South lines, a distance of 430.63 feet to a 1/2' capped iron rod found stamped ' GEER' for an ell corner of said 73.598 acre tract, the Southeast corner of said 4.0 acre tract, the most southerly corner of Anna High School #1 Addition recorded in Volume 2011, Page 176 of the Plat Records of Collin County, Texas (PRCCT ), and being the recognized Southeast corner of said Martin Moore Survey and the Southwest corner of said Guyn Morrison Survey, from which a 1/2' capped iron rod found stamped ' TIPTON' bears North 19 deg. II min. 23 sec. East . 0.24 feet, THENCE North 00 deg. 04 min. 11 sec. East along the most northerly West line of said 73.598 acre tract, the East line of said Anna High School #1 Addition, and the recognized East line of said Martin Moore Survey and the West line of said Guyn Morrison Survey, at 312.76 feet pass a 5/8' capped iron rod found ' illegible' for the Southeast corner of Lot I, Block I as shown in said Anna High School #1 Addition, continue a total distance of 927.71 feet to a 3/4' iron rod found for the most northerly corner of said 73.598 acre tract and being in the West right-of-way line of West Crossing Boulevard (80' right-of-way width ) as shown in Volume 2009, Page 413 (PRCCT 1, said point being a Point of Curvature of a non -tangent circular curve to the left, having a radius of 640.00 feet, a central angle of 40 deg. 39 min. 24 sec., and being subtended by a chord which bears South 40 deg. 37 min. 22 sec. East - 444.67 feet, THENCE in a southeasterly direction along said curve to the left, departing the East line of said Anna High School #1 Addition, and said East and West Survey lines, continue along the East line of said 73.598 acre tract and said West right-of-way line, a distance of 454.14 feet to a 1/2' iron rod found ' bent' , THENCE South 60 deg. 57 min. 04 sec. East tangent to said curve and continue along said East line and West right-of-way line, a distance of 107.46 feet to a 1/2' capped iron rod set, for a Point of Curvature of a circular curve to the right, having a radius of 405.00 feet, a central angle of 61 deg. 47 min. 53 sec., and being subtended by a chord which bears South 30 deg. 03 min. 07 sec. East - 415.96 feet, THENCE in a southeasterly direction along said curve to the right, the East line of said 73.598 acre tract, and said West right-of-way line, a distance of 436.82 feet to a 1/2' iron rod found ' bent' , THENCE South 00 deg. 50 min. 49 sec. West tangent to said curve and continue along said East line and West right-of-way line, a distance of 596.31 feet to a 1/2' capped iron rod set, from which a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northeast corner of West Crossing Phase 7 recorded in Instrument No. 2018-609 (PRCCT ), some being in the East line of said 73.598 acre tract and the West right-of-way line of said West Crossing Boulevard bears South 00 deg. 50 min. 49 sec. West . 755.70 feet, THENCE North 89 deg. 09 min. 11 sec. West departing said East line and West right-of-way line, a distance of 170.00 feet to a 1/2' capped iron rod set, THENCE North 00 deg. 50 min. 49 sec. East, a distance of 120.00 feet to a 1/2' capped iron rod set, THENCE North 89 deg. 09 min. 11 sec. West, a distance of 210.00 feet to a 1/2' capped iron rod set, THENCE South 76 deg. 28 min. 28 sec. West, a distance of 76.51 feet to a 1/2' capped iron rod set, THENCE North 66 deg. 18 min. 36 sec. West, a distance of 82.15 feet to a 1/2' capped iron rod set, THENCE North 89 deg. 32 min. 27 sec. West, a distance of 109,10 feet to a 1/2' capped iron rod set, THENCE South 77 deg. 21 min. 51 sec. West, a distance of 70.64 feet to a 1/2' capped iron rod set, THENCE South 25 deg. 06 min. 32 sec. West, a distance of 92.42 feet to Cl 1/2' capped iron rod set, THENCE South 02 deg. 59 min. 15 sec. West, a distance of 54.03 feet to a 1/2' capped iron rod set, THENCE South 00 deg. 28 min. 17 sec. West, a distance of 218.20 feet to a 1/2' capped iron rod set, THENCE North 89 deg. 31 min. 43 sec. West, a distance of 160.00 feet to a 1/2' capped iron rod set, THENCE South 00 deg. 28 min. 17 sec. West, a distance of 16.16 feet to a 1/2' capped iron rod set, THENCE North 89 deg. 31 min. 43 sec. West, a distance of 118.50 feet to a 1/2' capped iron rod set, THENCE North 00 deg. 28 min. 17 sec. East, a distance of 498.27 feet to a 1/2' capped iron rod set, THENCE South 89 deg. 32 min. 27 sec. East, a distance of 8.16 feet to a 1/2' capped iron rod set, THENCE North 00 deg. 27 min. 33 sec. East, a distance of 170.61 feet to the POINT OF BEGINNING, containing 775,286 square feet or 17.798 acres of land, more or less. SURVEYOR'S CERTIFICATE Know All Men By These Presents; That1, John Nicholas Rogers, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision regulations of the City of Anna, Texas. Dated this theIII ay of dtfr�t/ 2018. Al q7n� c �E OF TEL John Nicholas Ro ers, R. P. L. S. #6372 �4GI57Eq to Goodwin 8 Marshall, Inc. „; ......I... 2405 Mustang Drive JOHN N. ROGERS Grapevine, TX 76051 ...' ............. 6372 (817 ) 329-4373 o'A•' STATE OF TEXAS I SS COUNTY OF TARRANT I BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared John Nicholas Rogers, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN U MY HAND N SAL OF THE OFFICE this the day of 2018.SHERRI, Public, A.TAYLOR Notary No Public, State of Texas Notary public, State of Texas °.+ Co"'m.raoeof-zozo eP+ Rotary ID$21215.6 I. Bearings are oriented to Texas State Plane Coordinate System, North Central Zone, 4202, derived from GPS observation.The combined scale factor for this site is 0.99985652. This factor is to be applied to any ground coordinate or distance values in order to reduce said values to State Plane grid. 2. All property corners are set with 1/2' iron rods with yellow plastic caps stamped ' Goodwin 8 Marshall' , unless otherwise noted. 3. Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utilities and building permits. 4. ROW owned by City, Landscape Improvements, Owned and Maintained By Owner, HOA or the Owners of the Individual Lots Contained within this Plat, As Applicable. 5. According to the Flood Insurance Rate Map (FIRM ) panel 48085CO155J, effective June 2, 2009 and Flood Insurance Rate Map (FIRM ) panel 48085CO160J, effective June 2, 2009. This survey is located in Flood Insurance Zone ' X' (non -shaded I, being defined as areas outside the 0.2% annual chance floodplain. 6. Parkway improvements such as curb 8 gutter, pavement tie-in, drive approaches, sidewalks, and drainage inlets may be required at time of building permit issuance via a parkway permit. 7. Lots 17X, Block LL, 29X, Block MM, and 30X, Block KK are private H.O.A./Developer owned and maintained open space lots. 8. The City of Anna is not responsible for the maintenance of the retaining walls so the HOA will be responsible for the maintenance of all retaining walls. OWNERS CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officer does hereby adopt this plat designating the herein above described property as WEST CROSSING PHASE 11, 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 some. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over or across the easement strips on side 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, , 2018 . BLOOMFIELD HOMES, LP., a TEXAS LIMITED PARTNERSHIP Byl BLOOMFIELD PROPERTIES, INC. a TEXAS CORPORATION, GENERAL PARTNER BY: Donald J. Dykstra, President BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Donald J. Dykstra, President of Bloomfield Properties, Inc. the General Partner of Bloomfield Homes, LP, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some 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, , 2018. Notary public, State of Texas CERTIFICATE OF ACCEPTANCE BY THE ANNA CITY COUNCIL Approved this day Mayor, City of Anna, Texas City Secretary, City of Anna, Texas 2018 , by the City Council of the City of Anna, Texas. I WLLA I ti 25X25' VISIBILITY 8 SIDEWALK J EASEMENT (TYPICAL J IJ ---� -J L---- 125' T LOCAL STREET STREET TO STREET INTERSECTION lO' XIO' SIDEWALK AND UTILITY EASEMENT (TYPICAL J NOTE, DETAIL PERTAINS TO ALL LOCAL INTERSECTIONS. TYPICAL STREET INTERSECTION N. T. S. OWNER: MBLOOMFIELDD FIOMES 1050 E. HWY 114, SUITE 210 SOUTHLAKE, TX 76092 817-416-1572 DEVELOPER: 0 0 2309 AVE K SUITE 100 PLANO, TX 75074 972-422-1658 LOT SUMMARY TABLE LOT BLOCK (SQ. FT.I ACREAGE 20 HH 6001 0.138 21 HH 6001 0.136 22 HH 6001 0.138 23 HH 6004 0.138 24 HH 6068 0.140 25 HH 6458 0.148 26 HH 7379 0.169 27 HH 7371 0.169 28 HH 6001 0.138 29 HH 6387 0.147 30 HH 6195 0.142 31 HH 6001 0.138 32 HH 6000 0.138 33 HH 6037 0.139 34 HH 6906 0.159 35 HH 6255 0.150 36 HH 6144 0.141 37 HH 6025 0.138 38 HH 6000 0.136 39 HH 7200 0.165 LOT SUN04ARY TABLE LOT BLOCK (SO. FT. 1 ACREAGE 15 KK 6176 0.142 16 KK 6155 0.141 17 KK 6133 0.141 18 KK 6112 0.140 19 KK 6090 0.140 20 KK 6069 0.139 21 KK 6047 0.139 22 KK 6051 0.139 23 KK 6749 0.155 24 KK 7402 0.170 25 KK 6338 0.146 26 KK 6372 0.146 27 KK 6407 0.147 28 KK 6441 0.148 29 1 KK 7760 0.178 LOT SUMMARY TABLE LOT BLOCK (SO. FT.) ACREAGE 10 NN 6642 0.152 II NN 6050 0.139 12 NN 6090 0.140 13 NN 6096 0.140 14 NN 6286 0.144 15 NN 6339 0.146 16 NN 6340 0.146 17 NN 6343 0,146 18 NN 7155 0.164 LOT SUMMARY TABLE LOT BLOCK (SQ. FT. 1 ACREAGE I LL 11259 0.258 2 LL 7050 0.162 3 LL 6325 0.145 4 LL 6325 0.145 5 LL 6325 0.145 6 LL 6325 0.145 7 LL 6325 0.145 8 LL 6325 0.145 9 LL 7035 0.162 10 LL 8294 0.190 11 LL 7150 0.164 12 LL 7150 0.164 13 LL 7150 0.164 14 LL 7150 0.164 15 LL 7126 0.164 16 LL 6689 0.154 LOT SUMMARY TABLE LOT BLOCK (SO. FT.) ACREAGE I MM 7231 0.166 2 MM 6000 0.136 3 MM 6000 0.138 4 MM 6000 0.138 5 MM 6000 0.136 6 MM 6000 0.138 7 MM 6000 0.138 8 MM 6000 0.138 9 MM 6000 0.138 10 MM 6000 0.138 II MM 6000 0.138 12 MM 6376 0.146 13 MM 6943 0.159 14 MM 6943 0.159 15 MM 6943 0.159 16 MM 6943 0.159 17 MM 6943 0.159 IS MM 6943 0,159 19 MM 6248 0.143 20 MM 6822 0.157 21 MM 11022 0.253 22 MM 24547 0.564 23 MM 6652 0.153 24 MM 6494 0.149 25 MM 6599 0.151 26 MM 6566 0.151 27 MM 6532 0.150 28 MM 6498 0.149 TRACT SUMMARY TABLE TRACT BLOCK AREA (SO. FT. ) AREA (AC.) USAGE MAINTENANCE RESPONSIBILITY 17X LL 7592 0,174 LANDSCAPE, OPEN SPACE, UTILITY EASEMENT H.O.A. 29X MM 2136 0.049 LANDSCAPE, OPEN SPACE, UTILITY EASEMENT H.O.A. 30X KK 2343 0.054 LANDSCAPE, OPEN SPACE, UTILITY EASEMENT H.O.A. WEST CROSSING PHASE 11 BEING 17.798 ACRES SITUATED IN THE HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 CITY OF An COLLIN COUNTY, TEXAS 88 RESIDENTIAL LOTS, 3 NON-RESIDENTIAL LOTS OCTOBER, 2018 lq- PREPARED BY: o � 00DVID Q Sir 2 ®� w M SHALL CIVIL ENGINEERS -- PLANNERS --- SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 GT OODWIN ? CIVIL ENGINEERS -- PLANNERS - SURVEYORS 1YIWRSIf-)(Ai 1L1L October 30t1i, 2017 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75409 RC: West Crossing Preliminary Plat -Phase 9 and 11 Dear Mr. Johnson: Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West Crossing development on downstream properties. This analysis, which has been submitted to, reviewed and approved by the City back in April of 2017 shows no detrimental impacts downstream. Based on this, this letter serves as our verification that no detrimental impact is experienced downstream of the project due to the construction of West Crossing Phase 9 and 11. Mr. Johnson, we appreciate your time and considerations during the review process of this project. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this matter. Sincerely, Goodwin & Mat -shall, Inc. • Edward Eckart, P.E. EWE/mjb TEXAS • 1405 Nutting 0dea • Gnperine, TX 76051 • 017,319.431) TENNESSEE • 6074 Apple Ine Dme • Memphis, IN 311115 • 901.601.9188 ARIZONA • 6909 West Rap Road, Suite 15 • Chandler, Al 85226 • 601.118.7285 COLORADO • 8400 E. hands, Ave. • Gnenwood Village. CO 80111 • 303.459.4061 THE CITY OF Aiftha AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact, Maurice Schwanke Consider action to approve minutes of the September 10, 2018 Planning and Zoning meeting. P-III Ji I Ji I_1 X4 /_Aif_1;a:ILviV Ik&V Description Upload Date Type September Meeting Minutes 10/2/2018 Exhibit MINUTES PLANNING AND ZONING COMMISSION September 10, 2018 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on September 10, 2018, 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 7:01 pm. Members present were Sandy Setliff, Don Callaham, Wayne Barton, Janine Johnson, Donald Henke, Carol Watts and Leslie Voss. Staff present was Maurice Schwanke and Alexis Vanderslice. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Action on recommendation regarding "Texas Shotcrete" development plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The Texas Shotcrete development plat is generally known as 9636 County Road 419. The northern section of the property is located within our city limits, but the proposed additions are in the southern half of the property that is located within Anna's extra territorial jurisdiction. The tract is in the Hiram Brinlee Survey, Abstract No. 30 and contains 29.638 acres of land. The owner is proposing to build an office, concrete plant, and clean out area for the trucks on the property. A motion was made by Commissioner Henke, seconded by Commissioner Setliff to recommend approval of the development plat. The vote was unanimous. 4. Consider/Discuss/Action on recommendation regarding "Pin Oaks Christian Fellowship Addition" development plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The Pin Oaks Christian Fellowship Addition development plat is located within Anna's extra territorial jurisdiction and generally known as 2620 County Road 1106. The tract is in the Robert Whitaker Survey, Abstract No. 1011 and contains 9.36 acres of land. The owner is submitting plans for the property since they recently enclosed a previous walkway to add on to their main building. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to recommend approval of the development plat. The vote was unanimous. 5. Consider/Discuss/Action on recommendation regarding "Anna Ranch" preliminary plat. Commissioner Voss recused herself from this agenda item. Mr. Schwanke then gave a brief presentation and answered questions from the Commission. The Anna Ranch PZ Minutes 09-10-18 Page 1 of 3 09-10-18 preliminary plat contains 52.21 acres in phase one and 191.50 acres in the future phases, located in the D.E.W. Barb Survey, Abstract No. 33 and the Grandison Stark Survey, No. 798. This tract is located on the East Side of Highway 5 between the southern border of the Anna Crossing Subdivision and North of the Outer Loop. The preliminary plat is for 272 lots within phase one and three future tracts. The area is currently zoned with a PD for mixed use zoning. A motion was made by Commissioner Watts, seconded by Commissioner Henke to recommend approval of the preliminary plat. Commissioner Barton voted no while the remaining Commissioners voted yes. The plat was approved 5-1. 6. A) Conduct a public hearing to consider public comments regarding the consideration of an amendment to classify a new use not described in the zoning ordinance (Dog Grooming). The public hearing opened at 7:22 pm. Mr. Schwanke gave a brief explanation of the new, proposed use and the staff's recommendations on the proposed classification and specific regulations. The proposal for the addition for this specific use stems from a letter of intent from Bow Wow Boutique to request to occupy a building on 811 S. Interurban for use as a Dog Grooming facility for their business. The property is currently zoned C-1 for commercial use. It is the belief of the Planning department that Dog Grooming would be an appropriate use within C-1 zoning given the following parameters. ■ Dog Grooming shall be defined as a retail establishment where dogs are housed within the building while services specific to grooming take place. ■ A retail section may be allowed for the sale of grooming products, leashes, collars, tags, toys, treats, etc. ■ No outside storage or kenneling shall be allowed. ■ If the business is within a single -use building (with no other tenants), they may have a screened/fenced in area for the dogs to relieve themselves while waiting to be groomed. All dogs must be supervised at all times and on a leash while outside of the building. ■ If the business is within a building with any additional tenants, all pet grooming activities shall be conducted within the building and there will be no allowance for dog clean-up stations or designated relief areas surrounding the building or parking lots. ■ Dogs shall be required to be on a leash while entering and exiting the building. The current applicants are planning on having three grooming stations, six kennels, and a small retail section for treats, toys, and grooming products. They are expected to have a total of four employees. Danielle Chapa, Heather Cadaret, Sandy McAllister, Maria Cash -Perkins, and Mike Lake also spoke in favor of the zoning and in support of the Bow Wow Boutique. The public hearing was closed at 7:30 pm. PZ Minutes 09-10-18 Page 2 of 3 09-10-18 B) Consider/Discuss/Action on a recommendation regarding the consideration of an amendment to classify a new use not described in the zoning ordinance (Dog Grooming). A motion was made by Commissioner Setliff to approve the zoning request with the requested staff recommendations, seconded by Commissioner Barton. The vote was unanimous. 7. Consider/Discuss/Action on recommendation regarding "Mudpies Dog Grooming Facility" site and landscape plan. Mr. Schwanke gave a brief presentation and answered questions from the Commission. Danielle Chapa, representative of the property, submitted the site and landscape plan for Mudpies Dog Grooming Facility located at 811 S. Interurban St. The site contains approximately 1 acre of land that is zoned C-1. They plan to add additional office space and a dog grooming business to an existing 1,799 square foot, one-story building. They have proposed to provide an alternative live screening wall to comply with the zoning requirement for a six-foot masonry wall adjacent to the surrounding, single-family properties. A motion was made by Commissioner Henke to approve the site and landscape plan including the living screen wall, seconded by Commissioner Callaham. The vote was unanimous. 8. Consider action to approve minutes of the August 6, 2018 Planning and Zoning meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to approve the August meeting minutes. The vote was unanimous. 9. Adjourn A motion was made by Commissioner Johnson, seconded by Commissioner Barton to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:39 pm. Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 09-10-18 Page 3 of 3 09-10-18 THE CITY OF Aiftha AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 11 /5/2018 Staff Contact, Maurice Schwanke Consider action to approve minutes of the October 1, 2018 Planning and Zoning meeting. P-III Ji I Ji I_1 X4 /_Aif_1;a:ILviV Ik&V Description Upload Date Type October Meeting Minutes 10/2/2018 Exhibit MINUTES PLANNING AND ZONING COMMISSION October 1, 2018 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on October 1, 2018, 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 7:01 pm. Members present were Sandy Setliff, Wayne Barton, Janine Johnson, Donald Henke and Leslie Voss. Don Callaham was absent, and Carol Watts has resigned from the commission. Staff present was Maurice Schwanke and Alexis Vanderslice. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Action on a recommendation regarding B. Roper Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The B. Roper Addition Final Plat is located in the John C. Farris Survey, Abstract No. 331. The plat contains approximately 1.915 acres consisting of one lot and located at 916 W. White St. A motion was made by Commissioner Henke, seconded by Commissioner Setliff to recommend approval of the final plat. The vote was unanimous. 4. A) Conduct a public hearing to consider public comments regarding a request by J.R. Douglas, the representative for Anil Dhudshia, the owner of the property. The property is currently zoned Single Family Residential Estate (SF-E). The owner requests to replace the existing zoning to a proposed Planned Development for Single Family Residential (SF-72). The property is located North of Lakeview Estates subdivision off Ferguson Rd and South of Rattan Elementary. The public hearing opened at 7:05 pm. Mr. Schwanke gave a brief presentation of what they are proposing and why the staff recommends approval of the zoning request. Jim Douglas spoke briefly to explain their intentions for the tract. It will be a continuation of the Lakeview Estates subdivision using the same Bloomfield product as the other phases. He also explained that in the future preliminary plat they chose to use the existing entrances from Phase 1 and 2 so that it will not cause any confusion with school traffic at the Elementary. The public hearing was closed at 7:17 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owner of the property to replace the existing zoning with a new Planned Development zoning. A motion was made by Commissioner Setliff to approve the zoning request, seconded by Commissioner Henke. The vote was unanimous. 5. (A) Conduct a public hearing to consider public comments regarding a request by J.R. Douglas, the representative for Anil Dhudshia, the owner of the property. The property is currently zoned PZ Minutes 10-01-18 Page 1 of 2 10-01-18 Single Family Residential Estate (SF-E). The owner requests to replace the existing zoning to a proposed Planned Development for C-1 Commercial for the specific use of a Daycare. The property is located North of Lakeview Estates subdivision off Ferguson Rd and South of Rattan Elementary. The public hearing opened at 7:18 pm. Mr. Schwanke gave a brief presentation of what they are proposing and why the staff recommends approval of the zoning request. Jim Douglas spoke briefly on behalf of the owner of the property to explain the background of the property sale. Since the owner originally bought the land with the intention of using it as commercial, this is why the owner is proposing the commercial use of a daycare for this section of the tract. The owner already has someone lined up that is ready to develop the daycare so there should be no future issue with the proposed zoning of this tract. The public hearing was closed at 7:26 pm. (B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owner of the property to replace the existing zoning with a new Planned Development zoning. A motion was made by Commissioner Johnson to approve the zoning request, seconded by Commissioner Voss. The vote was unanimous. 6. Consider action to approve minutes of the September 10, 2018 Planning and Zoning meeting. Since the minutes did not get exported with the agenda packet, this item was tabled until next month. 7. Adjourn A motion was made by Commissioner Johnson, seconded by Commissioner Setliff to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:28 pm. Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 10-01-18 Page 2 of 2 10-01-18