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HomeMy WebLinkAboutPZpkt2019-08-05THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION August 5, 2019 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on August 5, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. 1. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance Location Map 3. Consider/Discuss/Action on recommendation regarding the Jeffrey Jones Development Plat. 4. Consider/Discuss/Action on recommendation regarding the Travis Development Plat. 5. Consider/Discuss/Action on recommendation regarding the Padilla Development Plat. 6. Consider/Discuss/Action on recommendation regarding the K. Adams Addition Development Plat, 7. Consider/Discuss/Action on recommendation regarding the Shadowbend Phase 1 and 2 Preliminary Plat, 8. Consider/Discuss/Action on recommendation regarding the Neighborhood Credit Union Site and Landscape Plan. 9. Consider action to approve minutes of the July 1, 2019 Planning and Zoning special meeting. 10, Consider action to approve minutes of the July 1, 2019 Planning and Zoning meeting. 11. Adjorn This is to certify that I, Ashley Stathatos, Managing Director of Community Services, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. August 2nd, 2019. Jan Ashley Stath s Managing Directo ommunity Services Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972- 924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 08-05-19 Page 1 of 1 Posted 08-02-19 THE CITY OF Anna AGENDAITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice Schwanke Upload Date Type 8/1 /2019 Exhibit THE CITY OF Anna AGENDAITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Jeffrey Jones Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is specifically located at 2590 Brynlee James Ln, off of County Road 479. The tract is in the G. W. Daniels Survey, Abstract No. 289 and contains 17.911 acres of land. The owner is proposing to put a new home and shop on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Jeffrey Jones Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 7/31/2019 Exhibit 7/31/2019 Exhibit SITE COLLIN COUNTY ADVENTURE CAM THE CITY OF Anna AGENDAITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Travis Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is specifically located at 2508 Brynlee James Ln, off of County Road 479. The tract is in the G.W. Daniels Survey, Abstract No. 289 and contains 6.00 acres of land. The owner is proposing to put a new home on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Travis Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 7/29/2019 Exhibit 7/29/2019 Exhibit LINE BEARING DIS AWX L# N 02'37 29 E 27.79 L$ S 89'#9 31 E 000.71' L6 m S 01'60 34 W 32.150' L7 S 8w5514 W 99.16' LB S 15#'23 #0' w 35.70' L9 S 4B'3815 W 25.64 Lib S 37'52'23' w 155.14' L11 S 21roi W E $7.40' L12 S 12'25 54' E 53.44 L13 S 87'34'10' w E9-3 L14 H 12'2554 w 3ei.64 L15 14 WOV55' w 67.71 L113 11 3T14'29' w 48.89 L17 N 3-riq Z3 E 2151.17 L16 N 413'36'15 E 39.39 11-19 N 64'2NV0 E 48,23 L20 N 99'1243 E 7,2.3d L2 i N BO' i 43 E 30.52 L22 N EW49 3i 'W 140.71' �C I� Ld I I �1 I� �I Jg zi I �, EASEMENT DETAIL - ,,�s/$` IRF P.O.Br ESUT, r r 41-100 ACRES 13AN & ANNN VANN g i.29 k � L7 ►.CBEs / EP15CbPAL SCHOOL OF DALLAS 22,200 ACRE5 ! , WILLIAM WADE f f{ Y 11.970 ACRES THE €P15COPAL SCHOOL OF DALLAS 4261 f 1243 +$5.8101 ACRES THE EPISCOPAL SCHOOL OF DALLAS f 5825 f 490 M.R. ROBERTS SURVEY, A - 74 1/2" IRF l J x L4 1 / / LLJ l x l c- l 75,59,2 ACRES JEFFREY JDWS, ET AL 2018i382�p0109t7 �� / � ►,�Icr1r ' 6.972 MIRES JEFFREY JONES, ET AL 25' ESMT, To 201d0828001p133D60 COLLIN COUNTY l 20W0420=353D500 c, ] 479 135.609 ACRES 2727 DEVELOPI,IERT J, LA- 2018051700%02130 1-- 9.15567 AGRE5 1 GARY de KAN HUGHES 1 204944226004-7E92Q I SCALE_ 1 " = 200' L, GEND • P9IER POE rMm� vox Q WMUMM . kw4Ert MUO GALL itgWP I - k - W" PEKE O WATM WF7 F" Ire NbkNr + GLUM arm @Aproo wNE FENCE 0 YE-rER 0 ELUrretr YEM4 a3 TE3B%DW PmESGL �4-I]-- GWt4 K FENCE I 27.411 ACRES dEFFRE7 JCNES, ET AL i x � 2O1BDB2B001Ud3460 �J r A' 3i8' IRF *P,O,B. ESMT, .r' ti0.189 ACRES SF1F1 THr LLC 1R 20180529UD0645330 yt JICCESS ESFRT. SEE OCTAL � ' /2' IRF P12oD ,I)4Rl=E1W1AYr REM. 1;IF 23,879 ACRES KrFFEY .ZONES, ET AL \1. 24194B280C1063064 }G.W. DANIELS SURVEY, A 289 I'R;YdCs5EG HCU SE 6.000 RE—. 0 B. I jW f 1$1,024 ACRES KAREN HUGHES, st ul r 20131118WI552OW IRF H.R3- LINE 27.683 ACR€5 24.970 ACRES RICHARD 1311010N. JR. 241343Z444a*�7424 D KIMANH "AM & TRI MINH NOUYEH 201302040OGr5B530 J. ROWLAND SURVEY, A - 784 Location Map :. Owens Lard Saul www.owensPondsurveying.com (903) 450-9837 LEGAL DESCRIPTION BEiNG a tractor parcel of land situated Collin County, Texas, being part of the M-R, Roberts Survey, Abstract No. 742, being all of a 6A40 acne tract of land as descANd in a Wanramty Dccd with Vendor's Lien from Jeffery L. Jones and Lillian Maley to Jeffrey Travis and wife. Kimberly Travis as recorded infundee Clerk's File No. 20140513000491410 of Lbe OiTicial Records of Colin Couilly, Texas and being further describe4 As follows: BEG INN ING ar a 1!2 inch iron rod found for a corm at She scut i-w aprner of -id 23-M acre tract, said Poim of B.egi nning being al the existing wrlhwest corder of an 19.024 acre tract as conveyed to Karen Hughes, er al as recorded irVundrr Clerk's Fi It No, 20131 I I W 1552090 of the Official Records of Cal I in CounV, Texas; THENCE. N Q2'LT48" E along a Fame and the west line of said 23.879 um iraict, a distance of 455-73 fad to a 318 inch iron rod found for a comer, THENCE N 02:'37'29" E along Elie west line of said 23-879 aura tract, a distance o-f 27.79 feet to a l f2 inch itmmi rod found for a corner al the northwest comner o-fsaid 23.879 acre Tract; THENCE 5 891493 t" E along the nosh line of said 23.479 mr-e tract, a dislance of 100.71 feet to a VS inch iron rod found for I comer, THENCE N 67a59'LS" E along s fence and the north line of Said 23.879 acre matt, a dlslance of 315-77 feel W a D2 inch iron rod found fix a comer, THENCE S 131415" E a distance of642.64 fort 10 a 1f2 inch Lron rod found fore GoneEr: THENCE N 8713VIT' W along 8 fence and the south line of said 23A79 acre mint, a dhtamrz of 5bU-Sl foal i-mming la thn Point of Beginning and containing 6,U00 acres of land - ACC IRSS EASEMENT BEING a tract or parcel of land situated {'chin Coumty, Texas, being pri of the G.W. Daniels Survey, Absttracl Tlo, 269, beiTkg part of a 6-972 (Tract 1) aum tract of land, part of a 15.592 (Tract 2 ) acre Lrdci of lend, part of a 23.879 (Tr&l 3 ) &7e traa of land and part of a 27.4 L I (Tract 4) acre mma i of land as described Ln a Wananly deed from Marsha McLean Gifford, Sheri Crifford Alvarez and GaofTrey Butte Gifford as rccnrded Wunder CIUVE File No-- 231808291)0108306d of the Otrrcisl Records offal I is Courq. Texas and being further described as follows! ]It -GINNING aL a 3A inch iron rod found for a corner at the Southeast corner of said 27A 1 I acre tract, said Point of Beginning being further marked by a 1 f2 inch iron rod found at the existing sawhwest comer of a W. I P &Te 1racl as cunveyed to Shakihi, LLC as recorded inlundcr Clerk's File Nix 2019D5290006453R or the Official kdcurds of C 11in County. Texas bearing S 01' pQLQ " W at adiMme of 1%3.24 feet; THENCE S 41 °00'34" W along a fence and Ilea west I i ne of said 54-I $9 afire tract, a distance of 32.b4 Teen to a porlit; THENCE S 675918" W a distance of 137S,16 feel to a point; THENCE S W55'10" W a distanre of99,16 feet to a point; THENCE 5 64"23'40'' W a distance af35-M feet to a point; THENCE, S-WIT15" W adistan a nt`25.64 feet to a point; THENCE S W15'12" W adistanee nf676-69 fact to a point THENCE 5 37"52'23" W a di5tanee of 151.14 teat to a point; THENCE S 29'Gl' 55" E a di51$nce of 87-40 fact to a point, THErNCE 5 12925'54" F. a distance of 53,44 foes to a point nn the north line of Collin County Read ND. 4711; THENCE S 87434' 10" W a long the 4orlh line of Collin County Road No. 479, a distance of64.9feet to a point; THFNCF, N lr° 5'54" W a diswice of 34,{54 feet W a paint; THENCE N 2V 01'55" W a distance eef 67,71 feet to a point; THENCE N 32' 14'24" W a dhtancr vF48, 69 feel to a point; TH ENCE N 3 7°52'23" E a d istance of 20 L.17 Fort to a point; TH ENCE N 39' 1 T 12" E a distance of W.34 fart to a point; THENCE N 4S338' 15" E a d istance of 39.39 feel to a pc inl; THENCE N 6d°234V E a d isiance of 46.23 feet to a poinl; THENCE N W 12'43" E a distance of 102.36 Fret to a point; THENCE N 675919" E a distance of 13981Y4 feet In a poim; THENCE N OW54'3W' E a distance pf d 1 1.96 Feet to a point; THENCE N 8I'1' I T43" E a distance of 30.25 fee[ to a pant, THENCE 5 OW5414" W along a fence and the year life OF said 50-L89 acre trace, a distance of 437-47 feet returning 10 the Poiltt of Beginning and containing 3.807 acres of land. SURVEYOR'S CERTIFICATE I, Frank R. Oweals, Registered Professional Land Sunmyor, State of Texas, hereby certify that the plat hereon is a IFUr and corrml representation of the property as determined by survey upon Lhe ground. the limns and dinetl3ions of said property being indicated by the plat, the visible improvements are within flee boundaries ofthe properly set back from the property lanes 11ie distance-, indicated and them are NO VISIBLE ENCROACHMENTS, CONFLICT$ OR PROTRUSIONS, except as shown on the plsE. Frank R. O*ew R,P,L,S, No- 5A7 Dane: June 25, 2019 Scald: I " = 2W NOTER 1. Bariiw are based on INGSPA. 2. According to the Flood lmurxwe Rater Map No- 484 Q5 `IW and 48085CO09901 dated June 2, 2009, pubtishrd by the Federal Emergency tvlanagemeni Agency, the subjecl prophecy lies within Flood lam 'X' and is not shown to be within a special flood harard area This statemenl does oat imply that the property andfor StruCtures thrroon will be free frum flooding or flood damage. On rate occasions, greater nn�� can and rill occur wed flood heiglits may be increased by nim-m;ude or natural czu }, This Hood suacmcnt shall not create liability nn the part vfthe surveyor. TRAVIS DEVELOPMENT PLAT G.W. DANIELS SURVEY, A-289 (6.000ACRES) CITY OF . NNA, LLIN COUNTY, TEXAS JU.IE, 2019 Owner Jeffrey & Kimberly Travis 317 Meadow 'View Drive -Vi inncy, Texas 75071 ring FIRM REG. CERT. #100224130 P-0- BOX ills 450-9875 GREENViLLE. TX 75403 Survgot= Owens T and Sturveging P.Q- Box 102S 2616 Stonewall SLrtrct GTccnville, Texas 75403 903-450-983 7 DATE' JUNE 25, 2019 DRAWM BY; E. EBERT t' SCALE: I" - 200' JOB NO-: 2019-211 THE CITY OF Anna AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Padilla Development Plat. 411jiliff-11WA The development plat for your review is located within Anna's extra territorial jurisdiction and is located off of County Road 479. The tract is in the G.W. Daniels Survey, Abstract No. 289 and contains 5.00 acres of land. The owner is proposing to put a new home and garage on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Padilla Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 7/30/2019 Exhibit 7/30/2019 Exhibit ITE COLLIN COUNTY ADVENTURE CAMP THE CITY OF Anna AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding the K. Adams Addition Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is located at the Southwest corner of County Road 429 and County Road 478. The tract is in the M.R. Roberts Survey, Abstract No. 742 and contains 8.211 acres of land. The owner is proposing to put four RV Storage buildings on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the K. Adams Addition Development Plat. ATTACHMENTS: Description Upload Date Type Location Map 7/29/2019 Exhibit Development Plat 7/29/2019 Exhibit CENTER OF STREET RIGHT-❑F-WAY S 88*17'00" E 163,49" 23,74'- IPF I I I I I 10.00 I I FL❑YD F, & KAREN S. DEAN CLERK'S FILE NO, 20130822001193900 CCDR I I I 56.22' Cr R of o o 'I z �v 0 w 116 uO M N N 3 o I c0U z I oo n 0 0 0 00 w 00 L0 CD 0 z \J1 0, 10,00'-f \ '�'? HIM MARY MICHAEL HILL TRUSSELL VOLUME 3058, PAGE 891 CCDR UTURE R,❑.W, LINE 60' RIGHT-❑F-WAY RESERVATI❑N COUNTY ROAD 429 - _ S 88*17'00" E 574,25' 60' RIGHT-❑F-WAY RESERVATI❑N S 88°17'00" E 532,90' 400,00' R❑P❑SED RV STORAGE BUILDING r400.00' S 88°17'00" E 381.58' �o R❑P❑SE�DU IVEWAY N S 88°17'00" E 381,58' 0 M 0 0 0 0 o�PROPOSED RV STORAGE BUILDING 10 400.00' 0 I� S 88°17'00" E 379,64' ICD � I a' S 88"17'00" E 377.74' 0 0 0 0 0 0 m�PROPOSED RV STORAGE BUILDING 6 400,00' 0 BEGINNING AVED ROAD 1/2-INCH IR❑N PIN SET BESIDE A 40D NAIL FOUND �C❑NTR❑LLING MONUMENT I ��0,00' 76.22' 0' R.0.W. o I I RESERVATION 0 �r RESERVATION I I �AVED ROAD c6 I 4,75' o o cU I CSJ r, Go o cv n 3 73,99' OD to GAO LO m A 3 Cu 30,00' � Q LO C3 Lf� o in z 72.84 cu Z) o C] U 0 o o -J a) 'ct N I 72.07 S 88°17'00" E 375.81'CD L� 0 G2 01 S 88°17'00" E 375,81' o CD I � I [CD 400.00' 0 70.92' o 7ROPOS1ROPOSED RV STORAGE BUILDING o CD 0 50.40' Nt C❑NTR❑LLIN I �r 400.00' 87°T-70-.5,41' 6-1 M❑NUMENN 87°31'00" W 176,70' IPF 31'00W 56010' 1\_1/2-INCH IR-❑N PIN SET _ A 1/2-INCH IR❑N PIN FOUND BEARS S 17°57'12" W 0.82' NUMBER DIRECTI❑N DISTANCE L1 N 02°15'51" E 86.00' L2 N 02°15'51" E 86.00' NUMBER DELTA ANGLE CHORD DIRECTI❑N RADIUS ARC LENGTH CHORD LENGTH C1 90°00100" S 47°15'51" W 30.00' 47.12' 42.43' C2 89°27'08" S 46°59'25" W 54.00' 84.31' 76.00' C3 89*27'08" S 46°59'25" W 30.00' 46.84' 42.22' C4 90°00100" N 42°44'09" W 30.00' 47.12' 42.43' C5 90°3252" N 43°00'35" W 30.00' 47.41' 42.63' C6 89°27'08" N 46°59'25" E 30.00' 46.84' 42.22' C7 90°3252" N 43°00'35" W 30.00' 47.41' 42.63' C8 90°3252" N 43°00'35" W 54.00' 85.34' 76.73' C9 90°4436" S 46°2041" W 30.00' 47.51' 42.70' C10 90°4436" S 46°2041" W 54.00' 85.52' 76.86' C11 89°15'24" S 43°39'19" E 30.00' 46.73' 42.15' C12 90°4436" S 46°2041" W 30.00' 47.51' 142.70' C13 89°15'24" S 43°39'19" E 30.00' 46.73' 42.15' C14 89°15'24" S 43°39'19" E 54.00' 84.12' 75.87' R❑BBIE & NANCY R❑LLINS CLERK'S FILE NO, 94-0093253 CCDR BEARING BASE AND C❑NTR❑LLING MONUMENTS: CALCULATED LINE BETWEEN 1/2-INCH IR❑N PIN FOUND AT SOUTHWEST CORNER OF 2,443 ACRE TRACT RECORDED AS CLERK'S FILE NO, 20130822001193900 AND 1/2-INCH IR❑N PIN SET BESIDE 40D NAIL FOUND AT NORTHEAST CORNER OF 8.216 ACRE TRACT RECORDED IN VOLUME 4172, PAGE 2640, ACC❑RDING TO FEMA MAP NO, 48085C0070J, DATED 6-2-2009, THE 8,211 ACRE TRACT SHOWN HEREON IS NOT IN THE 100 YEAR FLOOD PLAIN. I I UTURE R,❑.W, LINE CECIL PAT FIELDS CLERK'S FILE NO, 94-0083851 CCDR I I CENTER OF STREET RIGHT-❑F-WAY BRUCE GEER '.1P 4117 'T� I I �9/�%F o s s N I I s iiR� '*IXMAG NAIL SET 50 0 50 100 Scale: 1' = 50' FIRM: BRUCE GEER, SURVEYOR FIRM REGISTRATION # 101507-00 DESCRIPTION 8.211 ACRES SITUATED in Collin County, Texas, in the M. R. Roberts Survey, Abstract No. 742, being a survey of the 8.216 acre tract described in a contract of sale and purchase from The Veterans Land Board of the State of Texas to Gale Annette Hawkins & Robert P. Hawkins, dated December 5, 1997 and recorded in volume 4172, page 2640 of the Collin County deed records, being described by metes and bounds as follows: BEGINNING at a 1/2-inch iron pin set beside a 40D nail found at the northeast corner of said 8.216 acre tract; same being at the approximate intersection of the center of County Road 429(east-west paved road) and the center of County Road 478(paved road) from the south; THENCE South 02` 15'51 " West, with said County Road 478 and with the east line of said 8.216 acre tract, 634.49 feet to a mag nail set at the southeast corner of said 8.216 acre tract; THENCE North 87'31'00" West, with the south line of said 8.216 acre tract, 560.10 feet to a 1/2-inch iron pin set; a 1/2-inch iron pin found bears South 17'57'12" West, 0.82 foot; THENCE North 00'58'23" East, passing a 1/2-inch iron pin set at 603.28 feet and continuing in all, 627.02 feet to a point in said County Road 429; THENCE South 88'17'00" East, with the north line of said 8.216 acre tract and with said County Road 429, 574.25 feet to the PLACE OF BEGINNING and containing 8.211 acres. The above described tract was surveyed on the ground and under my supervision. Office work completed July 15, 2019 PRELIMINARY -THIS DOCUMENT SHALL NOT TO BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT Bruce Geer Registered Professional Land Surveyor, No. 4117 1101 W. University Drive(U.S. Highway 380) McKinney, Texas 75069 972-562-3959 972-542-5751 fax LEGEND CCDR C❑LLIN COUNTY DEED RECORDS 0IPF 1/2-INCH IR❑N PIN FOUND DIPS 1/2-INCH IR❑N PIN SET OWNER: KAREN LYNNE ADAMS 14262 ROAD 479 VAN ALSTYNE, TEXAS 75495 SURVEYOR: BRUCE GEER, R.P.L.S. NO. 4117 1101 W. UNIVERSITY DRIVE MCKINNEY, TEXAS 75069 PHONE 972-562-3959 FAX 972-542-5751 DEVELOPMENT PLAT K. ADAMS ADDITION CITY OF A-IiAJA - 8.211 ACRES OF LAND LOCATED IN THE M.R. ROBERTS SURVEY, ABSTRACT NO. 742 COLLIN COUNTY, TEXAS SHEET 1 ❑F 1 THE CITY OF Anna AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Shadowbend Phase 1 and 2 Preliminary Plat. SUMMARY: The Shadowbend Phase 1 and 2 preliminary plat contains 138.8 acres located in the J C Brantley Survey, Abstract No. 114. This tract is located on the Northeast corner of Rosamond Pkwy and Highway 5. The preliminary plat is for 465 residential lots, 23 open space lots, 1 future retail tract, and one future tract to be platted later. The tract of land is zoned as a mixed use Planned Development allowing for C-1 uses on the approved Retail and Commercial areas and Single Family Residential Homes with minimum lot sizes of 6000 SF, 7200 SF, and 8400 SF. Any remaining utility and drainage comments will be addressed with the Civil Plans. STAFF RECOMMENDATION: Approval of the Shadowbend Phase 1 & 2 Preliminary Plat. ATTACHMENTS: Description Location Map Preliminary Plat Preliminary Utilities Upload Date Type 7/31 /2019 Exhibit 8/1/2019 Exhibit 7/31 /2019 Exhibit SITE mill no i ii 1111111111111111IN 11IIIIIIIIIII�� a] L_ L 1 0 c n N E o� N L-0 LOT 2X I. I LOT 1 X g � 1 7 YOUNG KIM AND TIM ELEANOR KATHARINE COX CUNNINGHAM AND HOWARD JOSEPH COX JR. VOLUME 1995, PAGE 577 D.R.C.C.T. ZONED AG 20 19 18 17 16 15 14 13 12 JACKEL DR. 19 @ 1 2 3 4 5 6 7 18 I @ I� 17 Z MUELLER 6 1010 9 8 ` INSTRUMENT NO. �7 16 12 11 CCE E 2017060800074130 -� O.P.R.C.C.T. ZONED PD 285-2006 \ 5 "9O� 15 \ \ 13 4 14 7 8 2X 3 OQ� 6 \ 2 OJ� 5 O 4 4 1 3 2 Cb coo I ix00 04 19 'V 18 Z 17 16 p ANNA TEXAS LAND LTD Z INSTRUMENT NO. 15 p 201407180000750570 O O.P.R.C.C.T. J ZONED PD 285-2006 14 Q U 13 T 1X 0'>1 \ �`LQ \ LOT 1 X _I EMERSON DR. 0 - 0') Z co O 12 10 9 8 7 6 5 4 3 2 O LL. 11 Z ~ Q O Op Iw W HC] RETAIL p BLOCK S DO 2X OU U LU LOT SUMMARY BLOCK LOT# AREA A 1 6,006 A 2 6,064 A 3 6,006 A 4 6,006 A 5 6,006 A 6 7,003 A 7 6,955 A 8 7,210 A 9 7,475 A 10 7,451 A 11 7,114 A 1 12 6,031 A 13 6,316 A 14 6,025 A 15 6,895 A 16 6,269 A 17 7,009 A 18 8,332 A 19 8,432 A 20 8,126 A 21 7,282 A 22 7,595 A 23 9,036 A 24 6,320 A 25 6,084 A 26 6,084 A 27 6,084 A 28 6,084 A 29 6,084 A 30 6,084 A 31 6,084 A 32 6,084 A 33 6,084 A 34 7,254 B 1 7,308 B 2 6,112 B 3 6,083 B 4 6,084 B 1 5 1 6,084 B 6 6,084 LOT SUMMARY BLOCK LOT# AREA B 7 6,076 B 8 8,705 B 9 6,442 B 10 6,460 B 11 6,477 B 12 6,451 B 13 6,232 B 14 6,311 B 15 9,770 B 16 7,537 B 17 6,985 B 18 6,682 B 19 6,430 B 20 6,438 B 21 6,442 B 22 6,449 B 23 6,452 B 24 6,549 B 25 6,520 B 26 6,877 B 27 7,630 B 28 7,849 B 1 29 6,959 B 30 6,059 B 31 6,282 B 32 7,910 B 33 7,409 B 34 7,084 B 35 7,519 B 36 8,088 B 37 6,324 B 38 6,324 B 39 6,299 B 40 6,084 B 41 6,084 B 42 6,084 C 1 6,051 C 2 6,582 C 3 7,288 C 4 7,266 ANNA HIGH SCHOOL #1 ADDITION VOLUME 2011, PAGE 176 LOT 2, BLOCK 1 ZONED SF-E LOT 3X J LOT 1X LOT SUMMARY BLOCK LOT# AREA C 5 7,022 C 6 12,163 C 7 14,335 C 8 12,837 C 9 7,356 C 10 6,945 C 11 7,225 C 12 8,737 D 1 7,605 D 2 6,707 D 3 6,186 D 4 6,422 D 5 6,422 D 6 6,218 D 7 6,630 D 8 6,630 D 9 6,630 D 10 6,630 D 11 6,345 D 12 6,084 D 13 7,605 E 1 8,998 E 2 6,149 E 3 6,085 E 4 6,084 E 5 8,307 E 6 8,274 E 7 11,267 E 8 8,329 E 9 6,084 E 10 6,084 E 11 6,084 E 12 6,084 E 13 6,084 E 14 6,084 E 15 6,084 E 16 6,084 E 17 8,307 E 18 6,084 E 19 6,084 18 I I4 MEADO RIDGE ESTAT PHASE 5 16 I 11 10 9 8 7 VaU E RP P GE 496 3 2 S88'36'36"E 3711.55' P.R.C.C. . 1 � � 47 30 29 28 27 26 25 23 22 21 20 19 18 2 I 46 MARGARET DR. 24 3 45 24 LEYLAND DR. © 21 23 25 4 44 20 2 I 22 5 I 43 26 19 3 21 6 42 27 H.O.A 18 4 20 7 41 28 )T/DRAINAGE 8 I 40 N w EASEMENT BLOCK N LOT 1 X � Q U I I= I 17 16 15 14 5 � 6 Q Q O 7 Q 8 19 18 17 16 r 29 w rn Q a 30 31 32 pp W Z Z W a 9 0 39 a 10 p 38 W 11 I I 37 12 36 13 9 15 33 13 35 I 12 14 34 F C C C C L G © _ LOT 1X EMERSON DR. LOT 1x 11 LOT 1 X - - LOT 1X 6 5 4 3 2 1 13 14 15 16 17 8 7 9 / 24 23 25 ROSAMOND PARKWAY (120' R.O.W.) LOT SUMMARY BLOCK LOT# AREA E 20 6,084 E 21 6,084 E 22 6,084 E 23 6,084 E 24 8,307 E 25 6,085 E 26 6,675 E 27 7,048 E 28 8,540 E 29 10,374 E 30 8,563 E 31 10,307 E 32 13,013 E 33 9,340 E 34 11,001 E 35 7,608 F 1 7,254 F 2 6,084 F 3 6,084 F 4 6,074 F 5 7,113 F 6 11,672 F 7 6,734 F 8 6,033 F 9 6,084 F 10 6,084 F 11 7,254 F 12 7,254 F 13 6,084 F 14 6,084 F 15 6,033 F 16 6,734 F 17 13,210 F 18 7,857 F 19 7,254 F 20 7,254 F 21 7,254 F 22 7,717 F 23 12,674 F 24 7,752 H.O.A LOT/DRAINAGE EASEMENT BLOCK I LOT 1 X ABS A0559 GUINN MORRISON SURVEY, SHEET 1, TRACT 102 OWNER: BLOOFEILD HOLMES LP. ZONED PD 133-2004 LOT SUMMARY BLOCK LOT# AREA F 25 7,206 F 26 7,254 F 27 7,254 F 28 7,254 F 29 7,254 F 30 7,254 F 31 7,254 F 32 7,254 F 33 7,254 F 34 7,254 F 35 7,347 F 36 7,254 F 37 7,254 F 38 7,254 F 39 7,254 F 40 7,254 F 41 7,254 F 42 7,254 F 43 7,254 F 44 7,254 F 45 7,254 F 46 7,254 F 47 6,201 G 1 7,254 G 2 6,084 G 3 6,084 G 4 6,084 G 5 6,084 G 6 6,084 G 7 6,318 G 8 6,669 G 9 6,084 G 10 6,084 G 11 6,084 G 12 7,254 G 13 7,254 G 14 6,084 G 15 6,084 G 16 6,074 G 17 6,003 I 12 13 14 15 16 17 18 10 11 r, ABS A0559 GUINN MORRISON SURVEY, SHEET 1, TRACT 1 OWNER: ANNA CITY OF ZONED PD 133-2004 LOT SUMMARY BLOCK LOT# AREA G 18 6,028 G 19 6,084 G 1 20 6,084 G 21 6,084 G 22 6,084 G 23 6,084 G 24 7,254 H 1 7,254 H 2 7,254 H 3 7,254 H 4 7,254 H 5 7,254 H 6 7,254 H 7 7,254 H 8 7,254 H 9 7,254 H 10 8,424 H 11 8,424 H 12 7,254 H 13 7,254 H 14 7,254 H 15 7,254 H 16 7,254 H 17 7,254 H 18 7,254 H 19 7,254 H 20 7,254 1 1 6,435 1 2 6,435 1 3 6,435 1 4 6,435 1 5 6,435 1 6 8,307 1 7 7,440 1 8 7,206 1 9 8,551 1 10 9,386 1 11 7,256 1 12 7,254 I 13 7,377 LOT SUMMARY BLOCK LOT# AREA 1 14 7,405 1 15 7,405 I 1 16 7,405 1 17 7,254 1 18 7,250 1 19 7,291 1 20 7,291 1 21 7,291 1 22 8,541 1 23 8,799 1 24 7,254 1 25 7,254 1 26 7,254 J 1 7,254 J 2 6,084 J 3 6,184 J 4 6,190 J 5 6,190 J 6 6,190 J 7 6,190 J 8 6,195 J 9 9,062 J 10 10,034 J 11 7,398 J 12 7,398 J 13 7,398 J 14 7,398 J 15 7,270 J 16 7,254 K 1 7,254 K 2 6,084 K 3 6,171 K 4 6,176 K 5 6,176 K 6 6,176 K 7 6,176 K 8 6,176 K 9 8,597 K 10 8,486 K 11 6,188 LOT SUMMARY BLOCK LOT# AREA K 12 6,188 K 13 6,188 K 14 6,188 K 15 6,188 K 16 6,539 K 17 6,084 K 18 7,254 L 1 6,201 L 2 7,254 L 3 7,254 L 4 7,254 L 5 7,254 L 6 7,254 L 7 7,254 L 8 7,254 L 9 7,254 L 10 7,254 L 11 7,254 L 12 7,254 L 13 8,648 L 14 11,695 L 15 8,707 L 16 8,818 L 17 8,621 L 18 8,121 L 19 7,581 L 20 7,302 L 21 7,254 L 22 7,254 L 23 7,206 L 24 8,984 L 25 13,033 L 26 7,307 L 27 7,254 L 28 7,254 L 29 7,226 L 30 7,229 M 1 8,424 M 2 7,254 M 3 7,254 11 10 12 9 13 8 14 7 15 6 16 5 17 4 18 3 19 2 20 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 17 6 5 4 3 2 1 34 33 32 31 30 29 28 27 26 25 24 23 16 7 EMMA DR. 15 8 8 9 17 16 15 14 13 12 11 10 9 8 14 9 m 7 10 13 10 18 32 33 7 6 11 CDC 12 11 19 34 6 -0 5 12 JENKINS DR. 20 31 �2� 4 13 35 'n 24 1 21 30 4 5 <09 3 14 C] 3 23 2 22 29 RI 2 0� 2 15 � oz � 1 � 1 HARBOR OAKS DR. ROSAMOND PARKWAY _ N88'41'02"W 4341.99' (120' R.O.W.) ANNA ISD PARK ADDITION LOT 2 VOLUME 2006. PAGE 326 P.R.C.C.T. ZONED AG LOT SUMMARY BLOCK LOT# AREA M 4 7,571 M 5 7,565 M 6 7,497 M 7 7,540 M 8 7,540 M 9 7,540 M 10 12,689 M 11 9,135 M 12 7,913 M 13 7,557 M 14 8,281 M 15 7,812 M 16 7,633 M 17 7,651 M 18 7,656 M 19 7,254 M 20 7,254 M 21 8,424 N 1 8,150 N 2 8,150 N 3 7,359 N 4 7,212 N 5 7,254 N 6 7,254 N 7 7,254 N 8 7,254 N 9 7,221 N 10 8,798 N 11 13,485 N 12 7,460 N 13 7,254 N 14 7,254 N 15 7,254 N 16 7,254 N 17 7,254 N 18 7,254 N 19 7,254 N 20 7,254 N 21 7,254 N 22 7,254 LOT SUMMARY BLOCK LOT# AREA N 23 7,262 N 24 7,449 O 1 9,984 O 2 8,632 O 3 8,114 O 4 7,529 O 5 7,254 O 6 7,254 O 7 7,254 O 8 8,099 O 9 8,796 O 10 10,021 O 11 11,479 O 12 13,905 O 13 7,644 O 14 9,757 O 15 8,950 O 16 8,920 O 17 1 8,237 O 18 7,640 O 19 12,724 P 1 8,486 P 2 7,878 P 3 7,878 P 4 7,878 P 5 7,878 P 6 8,078 P 7 9,078 P 8 10,919 Q 1 7,254 Q 2 7,254 Q 3 7,254 Q 4 7,315 Q 5 7,686 Q 6 7,666 Q 7 7,665 Q 8 7,984 Q 9 9,330 Q 10 9,825 Q 11 9,835 LOT SUMMARY BLOCK LOT# AREA Q 12 9,008 Q 13 7,967 Q 14 8,964 Q 15 9,389 Q 16 10,418 Q 17 11,624 Q 18 13,604 Q 19 9,063 Q 20 7,566 Q 21 7,516 Q 22 7,087 Q 23 7,192 R 1 7,865 R 2 7,513 R 3 7,420 R 4 7,584 R 5 8,008 R 6 8,704 R 7 8,959 R 8 16,690 R 9 17,160 R 10 7,675 R 11 7,722 R 12 7,722 R 13 7,722 R 14 7,722 R 15 7,922 S 1 11,978 S 2 9,190 S 3 6,873 S 4 6,084 S 5 6,084 S 6 6,084 S 7 6,084 S 8 6,084 S 9 6,084 S 10 6,157 S 11 8,324 S 12 11,383 S 1 13 1 6,411 LOT SUMMARY BLOCK LOT# AREA S 14 6,207 S 15 6,203 S 16 6,453 S 17 7,237 S 18 8,427 S 19 10,568 T 1 7,254 T 2 6,202 T 3 7,514 T 4 7,697 T 5 6,200 T 6 6,042 T 7 7,204 T 8 7,205 T 9 7,236 T 10 8,033 T 11 8,071 T 12 7,768 T 13 7,678 T 14 6,804 T 15 7,431 U 1 8,273 U 2 8,252 U 3 8,370 U 4 8,370 22 \ N� 21 20 19 S� 18 \ 0', 17 \ \ 16 A 1X U) COMMERCIAL BLOCK V LOT 1 SAVE AND EXCEPT CRAIG CURRY (29.5%) FRISCO PLATINUM 4S&C, LP (29.5%) BUXTON PARTNERS. LTD. (11.5%) INSTRUMENT NO. 20160519000615390 O.P.R.C.C.T. ZONED AG FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) INSTRUMENT NO. 20170207000173060 O.P.R.C.C.T. ZONED AG ANNA ISD PARK ADDITION LOT 1 VOLUME 2006. PAGE 326 P.R.C.C.T. ZONED AG H.O.A LOT SUMMARY BLOCK LOT# AREA ACREAGE A 1X 27,105 0.622 B 1X 15,365 0.353 B 2X 124,722 2.863 C 1X 4,539 0.104 D 1X 7,622 0.175 F 1X 2,318 0.053 G 1X 64,863 1.489 H 1X 2,340 0.054 1 1X 371,690 8.533 L 1X 2,416 0.055 M 1X 2,369 0.054 N 1X 232,364 5.334 N 2X 1,395 0.032 P 1X 6,223 0.143 Q 1X 5,505 0.126 R 1X 7,822 0.180 S 1X 61297 0.145 S 3X 1,635 0.038 T 1X 91229 0.212 U 1X 5,150 0.118 U 2X 11,882 0.273 -I GIII I III IUIY rlul Iui \GVIGW F-u1puJGJ viii Recommended for approval Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date LEGEND O.P.R.C.C.T, P.R.C.C.T. D.R.C.C.T. ROW BL O O \ O \ O O LAND USE SUMMARY GROSS SITE AREA 158.6 AC RIGHT-OF-WAY DEDICATION 35.2 AC NET ACREAGE 123.4 AC LOTS ACREAGE RESIDENTIAL LOTS 465 78.1 OPEN SPACE 21 21.0 COMMERCIAL 1 19.8 RETAIL 1 14.4 CURVILINEAR SUMMARY TOTAL LENGTH 24,186 LF TOTAL ARC LENGTH 10,026 LF PERCENT 41.45% OWNER: CRAIG CURRY GREATER TEXAS LAND RESOURCES, LP 10950 RESEARCH ROAD FRISCO, TX 75033 CCURRY@TXLANDRESOURCES.COM (214) 387-3993 DEVELOPER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR. SUITE 430 THE WOODLANDS, TX 77380 ELAINE.TORRES@LGIHOMES.COM (281) 210-5484 SURVEYOR/ENGINEER: PAPE-DAWSON ENGINEERS 5810 TENNYSON PKWY, STE 425 PLANO, TEXAS 75024 JGOOD@PAP E-DAWSON.COM 214-420-8494 LOCATION MAP BOUNDARY LINE SURVEY LINE PHASE LINE OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS PLAT RECORDS, COLLIN COUNTY, TEXAS DEED RECORDS, COLLIN COUNTY, TEXAS RIGHT-OF-WAY BUILDING SETBACK LINE BLOCK LETTER VISIBILITY, ACCESS & MAINTENANCE EASEMENT (VAM) SIDEWALK EASEMENT (SWE) 15' WATER EASEMENT 15' SANITARY SEWER EASEMENT 5' WALL MAINTENANCE EASEMENT SCALE: 1 "= 150' 0' 150' 300' 450' NOTE: 1. THE PROPERTY IS IN THE CITY OF ANNA. 2. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL ON DECEMBER 11, 2018. 3. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH 2O10.00. 5. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE AS ILLUSTRATED PER LOMR CASE NO. 17-06-1736P, WITH AN EFFECTIVE DATE OF APRIL 16, 2018. PRELIMINARY PLAT OF SHADOWBEND PHASE 1 & 2 LOTS 1-34, 1 X, BLK A; LOTS 1-42, 1 X, 2X, BLK B; LOTS 1-12, BLK C; LOTS 1-13, BLK D; LOTS 1-35, BLK E; LOTS 1-47, BLK F; LOTS 1-14, BLK G; LOTS 1-20, BLK H; LOTS 1-10, 1 X, BLK I; LOTS 1-26 1 X, BLK J; LOTS 1-16, BLK K; LOTS 1-18, BLK L; LOTS 1-30, BLK M; LOTS 1-21, BLK N; LOTS 1-24, 1 X, BLK O; LOTS 1-19, BLK P; LOTS 1-23, BLK R; LOTS 1-15, BLK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BLK U; LOTS 1-4, 1 X, BLK V. BEING 158.615 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) rziPAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 DATE OF PRINT: August 1, 2019 1 OF 3 SHEETS rn 3 0 J Cl- Cl- Cl- :1 PD 797-2018 DEVELOPMENT STANDARDS TYPE "A" LOT TYPE "B" LOT TYPE"C" LOT LOT TYPE SYMBOL 0 MIN. LOT AREA 6,000 SF 7,200 SF 8,400 SF MIN. LOT WIDTH 52' 62' 70' MIN. LOT DEPTH 110, 110, 110, MIN. FRONT YARD 25' 25' 25' MIN. SIDE YARD 6' 6' 6' MIN. SIDE YARD STREET 15' 15' 15' MIN. REAR YARD 20' 20' 20' MIN DWELLING SIZE 1,600 SF 1,800 SF 2,000 SF MAXIM I M LOT COVERAGE 55% 50% 45% NUMBER OF LOTS 208 234 23 LOT PERCENTAGE BY TYPE 44.7% 50.3% 5.0% w z J Q' F_ z w o U w o I I � I I I 25' X 25' SIDEWALK / VISIBILITY AND ¢ F I w \ 25' X 25' SIDEWALK VISIBILITY AND MAINTENANCE I EASEMENT (TYP) / o w I "`����� MAINTENANCE \ EASEMENT (TYP) ANGLE MAY VARY - - - - ANGLE MAY VARY 10. W. RESIDENTIAL STREET CENTERLINE TYPICAL STREET INTERSECTION ELEANOR KATHARINE COX CUNNINGHAM AND HOWARD JOSEPH COX JR. VOLUME 1995, PAGE 577 D.R.C.C.T. ZONED AG 30' TEMPORARY DRAINAGE EASEMENT 45 H.O.A LOT VOLUME 5887, PAGE 4098 F_\� - _ _ _ _ _ _ � C❑D CT Al a, CEIIIn Cm❑❑� TeCas recorded ❑ VEIEEe P, Pace 63 (P.R.C.C.T.), a d ass❑F1 aCa dsFa❑ce of 3692.48 feeoa fEood 5/8-Hc-E rr❑❑ rid o❑D ❑❑1C BLOCK N D.R.C.C.T. - - - ' ClasC[c ca I SAC ❑ed "TXDOT" aid Cass❑ a❑a dsia❑ce Cf 3711.55 feeoa fEood 5/8- c❑ TEE rid C� CSC ClasC[c caC SIAE Ced "TXDOT" m ❑7e rmCsed ❑es❑ - FOUND 1/2" IRON ROD LOT 2X 4 r11❑Iof e Ile Ff S-are HU-T-a1NF-1 ber 5 (a FarFable Fidrn rrnF-1Ff Fla-) Cer Parcel 274 as slim ma Farcel Claosr❑rCed b-]BroaC K. Kd (CP & Y, I c.) dared (C.M.) J 1128, 2017, all, a al dsoance f 3753.46 feeorn a seC1/2-mcC mC rod n C ellm caC soar Ced "PAPE DAWSON" n e Wesr Cnrf e11e Ff S a� 62.00' 62.00' 62.00' 62.00 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00 62.00' 79.72' 124.36 67.50 62.00 62.00 62.00 77.50 124.87 4 H�CCaCNmber 5 (a 100 fmmde r�mof raE) as recrded ❑1VEIEEe 301, Pace 168 CT e Deed Records Cf CC11�CmC❑� TeCas (D.R.C.C.T.); LOCATION MAP 0 0 0 0 0 0 0 0 0 0 0 0 0 co `� 4 0 0 0 0 000 THENCE, aIFnC 7e e1sn1❑1 WeSrFnCFFf Fa11[e Ff S_8Ce HrFi11aFiNFiFi ber 5, [e fC111Cm11 bearFM s and drsraFiceS: S01 °31'20"W 4 LO o 0 0 0 0 0 0 0 0 0 0 12 0 11 o 0 0 26 co 25 LO Lq 24 00 23 0 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 c' 14 0 13 0 4 29 0 28 0 27 0 83.79 cv �_ �_ r` r` r` o N 30 r- � r o South 21 derees 02 ❑ Holes 05 sec❑❑ds EaSC(Deed S2203TE - 869.78'), a d s eCce -J 869.78 feeEED a se❑1/2-ILc❑ TEE rid ❑IE CeIIEE caC sFaC Ced 0 N - 0 "PAPE DAWSON", a d beFil __e beFi1CFFn1 of a ❑IF�FaFi eFiFicr e CC r1e r11Cr a I 11 a rade Ff 3281.00 fee -](Deed rad-s = 3281' a ceCTal a rle of 16 _ _ _ t�62.1-62.20 ' _ _ _ _ �$ _ _ &6271 _10 U.E. 3 �5' 10 U.E.$6Ndegrees 06 minutes 49 seconds, subtended by a 919.70 foot chord which bears South 14 degrees 37 minutes 32 seconds East; 62.02` 62.00 62.00' 62.00` -62.00 62.00' 62.00' 62.00` 62.00 \71j� / 64.33 62.00` -62.00 \ ( ) 00 AI❑ED said crEe CC e r II I a l arc d 8 a ce f 922.74 fee Deed leEH[ = 922.4' a fC❑Cd 1/2-❑ncC ©CC rid fr C e ❑r❑Ceas❑crCer Cf a 60 fC❑C❑de r❑C❑ 1 _ _ JACKEL_DR. _ h° \ f A a ISD Par lAddmTI1C, an addl[F-n Co me C[TTn of An a, CC1111 Clomp Texas recrded S88°36'36"E _ _ so MARGARET DR. ��° \ f narded as n C (RTsa d Par a) as s m Fie f lal la h 102_4a' C30 67.29' N�24 E O 10 - - O 24 m V 11e 2006, Pace 326, (P.R.C.C.T.), sa_e Cn nobe nC Fie slCn eas Ic r er T said Crr FrscC Pla®❑❑, BI 1 Pacers, and FIr Q arers S86°57'36"W S88°36'36"E 646.97' I S88°36'36"E 284.00' eCCerrrses orac❑a❑d be a II I I I e Si I DI❑a Cfsaid J.C. Bra❑le❑SI r e ; 39.99 _ _ _ _ _ _ _ 131.10' 151.66'- 73.06'- -62.00' 62.26' 62.00'- -62.00' 62.00' 2.00' 110.06' 1*0- 17.00' _7' l I F 117.00' 1 108.87 1 - - - THENCE, North 88 derees 41 _ _I Iles 02 secFiFids WeSFi(Deed S89'46'w - 4340.27'), al I I_ _ e SFi❑® le of said Crib Frscn Pla❑Ion, BFiIICFi Parhers, and -� - 10' U.E. RETAINING WALL 15 BL 1 - - - - 2,'-BL - - - , ;n o 0 o ao o FEE, QCarCers Eerrses Tac ,_ e SCCr I❑e Cf said J.C. BraC[Ie❑SrCe� a dsFa❑ce f 4341.99 fee❑® He POINT OF BEGINNING, a❑d CONTAINING 158.615 co r� 0 5P' 21 o 1 0 5p' r` 23 O o acres r 6,909,260 sEEare feel f Ia Id C re r less, a❑d be❑❑ descrbed ❑ accrdaCce III a srC�❑ ❑ade ❑❑ r❑❑❑d aid accEE CaEed boaC embior sjEeE » > N $ p 19 O O O O 9 O N R.O.W N N N OQ oo '� o 0 0 o co o R'0'W eF re aced ICder b CnFi ber 70108-00 bI Pane Dalsnn Enn eers, I c. SCALE: 1 = 1 00 YOUNG KIM AND TIM MUELLER cO ¢ 5 6 7 I 1 00 200 300 INSTRUMENT NO. 47 0 1 C° 2 3 N � � �_ � � 117.00' 117.00' 117.00' > 2017060800074130 1\ 121.73 In 145• 00 '� 0 0 0 0 0 "' J o 1 ^, 117.00' 1 3 O.P.R.C.C.T. \', 0 0 0 00 o Im $ O 4 1 o 20 O o O 2 cn o N aoo Io N' 22 O SAVE AND EXCEPT: ZONED PD 285-2006 �\ 7 \ �1 rn O 18 S 62•a9' 62.63' 62.00' 62.00' 6I ' I N I� N `R N 00 IN r- �i NI N a; N CO 79.78 76.82' 71.36' I `O tD `O ItD A Tac❑Cf la❑d, s❑ @Eed ❑ ❑e J.C. Bra❑1eCSrCe� AbsTacCN❑. 114, C�Cf Aria, ColloiCmC❑� Te as, a❑d be❑❑a CrsLC Cf oracEEf IaCd descrbed ima deed O 1�0 �$ S& , 9.14' 62.63' 83.56' m I 117.00' N N 117.00' in� N 117.00' o_ 7 50 91 77' Op 0 N b N 117.00' J o CC Cra❑l Crrq FrscC PIaEIEo 4S&C, LP, a❑d BE=E Parsers, LTD., recorded ❑ ICSTCCe❑CNC . 20160519000615390 Cf ❑ e Official PCblic Recrds CT CEIIED LEGEND 11 I- o b o b Con1[ Texas (O.P.R.C.C.T.), als-1 beonC descrbed rF a deed rn Fnr Q-1arrers Emerrses, LTD., recrded IF IFsTCenF N1. 20170207000173060 H.O.A LOT 17 i� Z �'� o f O p o 19 O o 0 3 °� o o 21 O p cP ,;, ;� 7 �i �i (O.P.R.C.C.T.), ail be®❑ ❑ re Farlt-larl-idescrbed b1 ens aid bloods as frllF_1s; BLOC P \ Q \O �g� `s,. 9 P 8 o W N �i "i in c" co 15 10 cn `� BOUNDARY LINE LOT X 6 11 \ w N m 117.00' 117.00' 117.00' COMMENCING a a f1❑Cxl 1/2-mcC mC rod Cm❑a1 meFble red can Cn e Firm I e f R sa1 C d ParmaF(a ar ble ids r Cnrf elded ca Fn) as slim n \ cs O O �� 16 �� 12 j t9 0 J o T 117.00' Coe f11al la I f A a Hm10 Scon-I Fill AddULD" a1 addmTllC rn me Cnln of Aloa, C -11 FM Con1[ Texas recrded FIT V Tone 2011, Pare 176 of Coe PIalRecrds of SURVEY LINE \ i9d'- 1I O `L �� O o o �O oo CEIIIn CI I II , TeCas (P.R.C.C.T.), als be1ID❑ e SCCrCes❑crier Cf said J.C. BraE11e❑Sri❑aid ❑ e SEEEEEeSECroer Cf said Crrq FrscC PIaEIE0, BE=E �� z \O ��0� p� `scP. O 58�4, 7 , I� 6 O � 18 `^ � O 4 I ^ 20 O (D Parslers, al d F❑rQCarCers E-errses Taco PHASE LINE \ 5 \ ` 15 �i S88°36'36"E 117.00' LOT DRA NAGE I �� 117.00'� 119.29 THENCE, South 88 derees 41 C comes 02 seconds Easn an n e S n le Ff sad Crr Frscn Pla❑ m, BI 1 Par_ ers, a d Fnr Q arrers Emerrses _ 1 / 0.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS 42.77 b oo I EASEMENT ^ 117.00' I o1 o (� orac , a d e S❑CCC Isle CT said J.C. BraC[IeCSr�q a ds�❑ce CT 3194.52 fee❑IIa se❑1/2-❑ncC ©CC rid ❑7L CeIIE0 caFiSlal ed "PAPE DAWSON" aCC❑e POINT ti� 13 Os, , / 7 o I 5 O cv BLOCK N I 1 17 n ,°� O 5' v I 19 O N OF BEGINNING; P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS \ 4 \ 6 �• J / 0�5 �7 _ O 00 Moo I LOT 1X O ry I of `� THENCE, deoarnTnl -Fe SFiFirrn Ie of said J.C. Bra er a1d across said Crib Frisco Pla�Tnm, BIFn111 Par[ers, a1d FIr QFarFers El erl rses 4 \ �3 / 613- Q 1 cv 117.00' 117 46, ^ 126.00' W D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS 7- - \ \ I N o� 117.0p, b W rac,l He 11CC�Cbear❑Cs a d ds❑ces: �s- �` \ 14 / $ I �' I o = North 00 derees 23 C rmmes 16 secCCds Eas 1 a dsoaFice of 262.82 feeorn a seFi1/2-IrcFi mC r d Cm❑ oelllC cars aF Fed "PAPE DAWSON", and berFFi Coe ROW RIGHT-OF-WAY H.O.A LOT \ \ \ Q' 7 1 �_ 4 O I 16 o co O 6 18 O N BLOCK U U. Q �r Q c0 be❑®❑r❑ Cf a maCa❑re❑❑cry CC �e IefEEa�C a radss CT 630.21 fee-, a celTal a1Cle Cf 43 derees 49 C HCCes 37 sec❑❑ds, aid s�CeCded bra 470.39 LOT 2X 3 \ 1 O� �� �� 6 �' , 117A07.00' I I O 135.79' v♦ foot chord which bears North 31 degrees 10 minutes 35 seconds East; BL BUILDING SETBACK LINE >9. 1�`' 0� `sue. 0 60.80' R. .W I I _ 117.00' oo W AImC sad croe n Fie lefQ an arc dsoance Ff 482.06 feeo a sent/2- cn mC rod Cm❑ ellm las B car- soar Fed "PAPE DAWSON", a d be nC e AO BLOCK LETTER Op �\�' \s 2 O \> 6�9��� �00 �>> 5 0 53'73 86.33' J o 3 O �; 15 Q 7 QI Q 17 O uJ be❑ILCC C Cf a C❑aCa❑Ce❑❑Cry �e lef❑Ca�C a rad❑s Cf 629.07 feed a ceCTal a❑de Cf 15 derees 09 C �CCes 39 secCCds, sob�Cded bra 165.97 fC❑ 1 VISIBILITY, ACCESS & MAINTENANCE EASEMENT (VAM) \ °p �00 ��` Q.• / �� 0 5S• 1g� m I ' Q; N chord which bears North 74 degrees 56 minutes 01 second East; O SIDEWALK EASEMENT (SWE) 4 \ > 1 • , Q a 117.00' \ "' 1 I 141.47' �i \ ? 4 r_5 Q � NI 122.38' � Along said curve to the left, an arc distance of 166.46 feet to a set 1/2-inch iron rod with yellow plastic cap stamped "PAPE DAWSON"; O2 15' WATER EASEMENT � 4 \ OS. 1 \ O J� 00 / �>> �� 'O � g � � � _ 117.00' � o \ ✓ O ��` O 1` �! O I _ 16 O ci W North 67 degrees 26 minutes 31 seconds East, a distance of 217.73 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; 3 15' SANITARY SEWER EASEMENT P 1 o°/ o`V / o' ti� �� \ 2 I 14 O N a3 O 8 O 15 sz�, \ 4 /1 / ro 10 w w APPROXIMATE I N C° �, Z North 22 degrees 38 minutes 30 seconds West, a distance of 290.32 feet to a set 1/2-inch iron rod with yellow ca stamped "PAPE DAWSON"; 1 F, Q' 3 h > >. 1 cD �' 142.16' 9 Y p p tip/ CJ/ 00 / >>> 0 �� 117,00' LOCATION OF 100-YR I o I o O4 5' WALL MAINTENANCE EASEMENT 3 \ S, �O `L 00 °p ��11 csv, �,\ FEMA FLOODWAY PER I N 123.45' 117.00' o rn o J North 68 degrees 56 minutes 25 seconds East, a distance of 294.03 feet to a set 1/2-inch iron rod with yellow cap stamped "PAPE DAWSON"; Gj R,S. Ox / �/ 0• 1 \ I CASE NO. ^' ['i cn '!'i OO Q\ > 2 0 6"E O I I a' a' jl I I 15 O cc�o North 22 derees 11 C mlloes 36 seconds Wesn a dCsaCce of 551.72 feeoCo a sen1/2-ICcn mC r d nIC oelllC caC sax Fed "PAPE DAWSON" l le I rl H.O.A LOT ��`� ��00'`O/>> �6> /2 N77.1 4 \ 1 17-06-1736P r 13 O ;90 Q 9 r° = g NOTE: �\ 5T \ � DATED APRIL 16, 2018 I pl 137.88' 1 1❑e CT said Crr Frissc❑PIasLC❑, BC=CParsers, a❑d FCr QCarCers ECCerr1Ses Frac�safe m❑❑be❑❑ m He SCCrI❑1e Cf OCe❑SCace C3 Cf Mead- BLOCKS �' �j O• \ 9 (� O oo. O O >- / ?� cs 39• 1 V LOT L Gam\ 2 0 >o� / Q �O �° 12 / / 117 �0/ I 123.52' o RdCe ES aces P ase O❑e, a❑ addlIC❑ e C❑D Cf A❑Ca, C 111n CCC❑\ TeCas recrded V Ire P, PaCe 63 T �e PIalRecrds Cf C 111n CCC❑\ TeCas, rO `�0` N / I �„ 117.00' I�,� N from which a found 5/8-inch iron rod with pink plastic cap stamped "TxDOT" bears North 88 degrees 36 minutes 36 seconds West, a distance of 19.07 feet; 1. THE PROPERTY IS IN THE CITY OF ANNA. > ° 2. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL tK 12 13 00 0 G�� ® , I O fl 14 o Q THENCE, South 88 derees 36 ElHoles 36 secCCds Easi� alEED He Nrs1 I❑e CT said Crrq FrFsc❑ PIa�C❑, B❑�❑ Parrers, a❑d FCr QCarCers ECCerrFses Off\ 1 °o F H. A LOT 1. / �1\ \ J �' \ 00 rac , a dsCa❑ce CT 41.91 feeCEEa se❑1/2-ILc❑ TEE DIE EeIICC caESIAE Ced "PAPE DAWSON" m �e ❑esr®❑❑Cf ❑aC1❑1e Cf SCa� HoHoaCNmber 5 (a 100 ON DECEMBER 11, 2018. BLO Q `\ rO 1`° >> �0 \� 10 f I 1 I de r11F ] f Fia as recrded rFiVrlone 301, Pane 168 Ff 719 Deed Recrds -f C-117 CCFiFiFr, TeFas D.R.C.C.T. M O 0 �° O LOT /,. \ lwf ?s . �� \ a , 122'67 '; > ( )° 3. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. 14 10=10�t;j��g°l 18 \ \ 1 1 0 1 L - THENCE, almC Elie eCsFFMCWes rE11CC T CaCI❑e Cf S e HIEI»a❑N❑❑ber 5, ref 11CCECbearooCs a d d s al ces: 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH W 00 11 N , South 21 derees 02 C FM -]Fes 05 secCCds Easna dsoaFice Ff 869.78 feelrna seC1/2-IrcFi mC rodai I I ell ca Is aF Fled PAPE DAWSON , d beonC roe CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH 00 �� O� 1 O. \\o `L d r \ 6, be❑ILCC C Cf a C❑a Fa❑Ce❑❑cry �e r❑ mCa=C a radss T 3281.00 feed a ce❑Tal aide f 16 del rees 06 C Iles 49 secCCds, a id sob�Cded bC a cV SO 19 �O F �' / 9�� �s \\oo� ��° i �`S2> \ \ \ �N 01 , 919.70 foot chord which bears South 14 degrees 37 minutes 32 seconds East; 2010.00. 71 sj� \ R50' `��` >' 368i�� ` `� W? ' H 0•P 1 3•�1- 5. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE • 3 O , \ �. 23'W Z AIDED said crEe CC e r®❑Q aC arc dsFa❑ce CT 922.74 feeEED a f❑ I d 1/2-I1 c r I r d f r Ile I rll ease crier Cf a 60 fC❑CCCde rs1C❑CT ❑aC ded�a�❑ Z o 92 / 0 �� 2 O O�°O \ OQ2 (j� 2 16 �9 6 \ 1 76 `01 1X a r - (RCsaC C❑d ParmaC) as s❑❑❑❑ ❑❑ �e f[1=aal ClaEof ACCa ISD ParCAddLLn; , aC addllll II Ile C I f A a, Cl IIIn CCC❑\ TeCas recrded IMVEIEEe 2006, Paoe AS ILLUSTRATED PER LOMR CASE N0. 17-06-1736P, WITH AN EFFECTIVE Q 18 v^� 0 0 \ �L 7 520� 0 �200 cr I 326, (P.R.C.C.T.), sae CnIT1Cbe-]F_ CFe sm7reasCcr er of said CrrFj Frscn Plalll B I I I Par lers, a d F❑Fr QFarrers Eerrses Taclald belTna ❑❑®❑ DATE OF APRIL 16, 2018. 12 �\ p 1 Te snnTCIe Ff said J.C. BralrteFiSr eF; O 50 G \ RO h� \�?' S23°07'49"E 23"`� 2.00 � � 9 0 ,. . , , . 1 � 1 � 1 LEGAL DESCRIPTION BEING a Tac❑Cf la-d, s 11 aled im Elie J.C. Bra❑[Ie❑SrCe:� Abs1raCEN❑. 114, CFFMCf A❑Ca, CE1I1MCmCCq TeCas, aid beElCa ❑ram❑ CT a Tac❑Cf IaCd descrbed [o 75 0 a deed CCCraimCrrl I Frlsc PlaEIED 4S&C, LP, aid 1311=11Parslers, LTD., recrded IIDICsT❑Ce❑CNC. 20160519000615390 Cf He Official PCblic Recrds of CEIIIn CCI EE❑ Texas (O.P.R.C.C.T.), als❑ beHF1 descrbed H a deed ED FCr QCarCerFs rs EElereS, LTD., recrded IE ICsT❑Ce❑CNC. 20170207000173060 SITE (O.P.R.C.C.T.), a d be IL I re arl Ic-larl-idescrbed bI ens a1d blFFids as frllF-ls; BEGINNING a a f I id 1/2- cl rl I ❑IL a❑ Meoble red ca❑ C❑ He Cr711❑e of RIsaI EDd ParmaC(a Csroable ❑dC❑ r[EImCif ❑aCded1(ja❑I ❑) as sIC❑I m CCe f lal Ial f A a HII Scl I 1 1 Add-FFF� an addICFFi IT r1e CIC Ff AIFa, CC11TI1 CIFFiI� Texas recrded FM VC11e 2011, Pale 176 Ff roe PIalRecrds Ff Cr1l Cl 1 ]I , Tel as (P.R.C.C.T.), als beroFi 71e SICrmlesFicrFer of sad J.C. BraF11eF srre1 and 71e soFiFresocroer Ff sad Crib FrscC PIaIIID❑❑, B❑=L W. ROSAMOND PKW Par l ers, al d FI I r Q ar ers E I er r ses Taco 5 THENCE, North 01 deree 29 Fi Ices 28 secCCds Eas1(Deed N00°05'W - 1693.56'), aIFnCCFnIrnRFad 369 (a dnr ad - deed of recrd FIICfFlnod), FassrmFiaFi COLLIN a d s a Ice f 27.62 feelrna fFFi d 1/2-IrcFi mC rod flnod FiIC re11FFi Clas[TB caFifr _Fe soFiFreasocr er of a TaclFf la-d descrbed rFA1Fa TeFas Lard, LTD., recl rded __I_Js[rL_e❑HNC. 20140718000750570 (O.P.R.C.C.T.), a❑d EassElolaEa ds:aCce Cf 706.93 feeoa fC❑Cd 1/2-Hc-E Fr❑❑rod (beEjfr CCe sEE11easocroer COUNTY �a �Y scnPla❑Inn ��I dsra❑ce T 1693.61 feed CITY OI f-n d�1/2 TFC-1lrollbed rFd e\rCmles r er of slaA Crr , F Bn-rnlPa6�00ard F3r(Q arre s ET-Orrses ANNA THENCE, South 88 derees 36 ElHoles 36 secCCds Eas❑(Deed N89'47'E - 3752.54'), al 11- He Nrs1 le of said Cr, r FrISCE PIB❑ED❑ Parrers, a❑d F_Jr Q arlers EEEerrFseS Taco CaSSH❑aCa dsFa❑ce CT 1822.65 feeoa fC❑Cd 5/8-I1 c r Irod DIE CeIIEE ca0s:9C ❑ed "FORESIGHT" fr Elle SCCC❑eas❑crCer of LFiFi5, BII c_ C Ff MeadFFi Rd le Esoares PFase TIF, aFi addITFFi Cr one C-F f A a, C WIT CFI-1-1[ Texas recrded rF V-lFFie R, Pare 196 (P.R.C.C.T.), and Fassonn a a dsra❑ce Ff 2945.76 feeoa flnod 1/2-IrcFi IrFiFi rod fr ire sFri lead c rl er f LIF1, BIFcFiD of Mead -IF RdFe EsCares PrIase Ole, anaddmTllo Cr 71e 13 p l 3 00� >>O �sr' `1 Q\ g`L 0 19 C� 36.58 51 g0 00'- , E. - " -- 03' S0' Q �, �• O , \ 's 15, � �'� 62' 10 U' -' 23 I 0 THENCE, North 88 derees 41 El Holes 02 secCCds WesQ almC e s le Cf sad Cl rr ; Fr c Plalll BI Parsers, aid F❑r QCarCers ECCerrses FOUND 1 2" R. •W l l �24 O R 5 2 4 sr9� �° 20 �50 `/` j o 24 0 1� 7 Tack me sICCm Ie of said J.C. Bra llTenSrFe-j a drsaCce Ff 1147.47 feeFCF Fne POINT OF BEGINNING, aid CONTAINING 19.825 Acres r 863,580 SlFare i� m 66 11 5`L' Q \ �24 1 i 25 0. Q �� 7g•? 43' FeeFirf Ia1d C re r less, and beroFidescrbed rF accrdalce FiIC a s rl a lade I I r❑FFid a d accFiFi FaFiOd bean embrFir sr eF e1 reoared CFder TFb IRON ROD 0i 0 17 �N 4 rn \ \\ ���� 21 Disc, �E , C ` \ 26 o Q 5' I " 57.67 54' mCber70108-00 bCPaCe DaCSCCECCHeers, loc. 0 126 \ g`L 5 ' o0 62.7 (BENT) tD 119.86' " o'�o �2' R50' W H.O.A\LOT \ 6�`' 22 ocs 62.0 834 I BLOCK T Q 00'- 12 16 `n 116.11 10 m _ U LZ:5 LOT 1 ��TIS 5 , OF -62'IIBearHCs are based m He Te3as S�Ce Pla❑e C❑rdElaCe SCs�C, NrEoCe❑Fral ZEEe (4202) NrrA❑er1caCDaIL❑ 1983 (NA2011) eEEc❑2010.00.�o^rn\ \ 0 00 6`L 6, ` �200 i I �h Q o ' 10 0 �n �n ao 5 0 o N W \ 23 0. g`l 6ti� g`L / g1 ',5, \� co 22 ^^�� 119.24' "' u' 124.60' Uj cry \ 4 r'A 0 g9 15 0 cs\\ 4 I , /K 0 0 1 Z 00 116.20' � U b� 40.57' 46.60' 37 30 \s. ` 5�0 J 1 `n 119.33' "' Io 6 0 9 I 0 0 `2\ \ 1 56��� \ 951 �'\ I O 21 II N88°40'40"W J N LO 116.32' 15 `�' 14 13 i9s.\ 6`L 00 / 11 76.01' C16 0 o Q o 116.20' 0 1�i1g5. 0� \ O "' T ANNA TEXAS LAND LTD o Q 14 0 o N P. , /1L0j \ 2 \ 4 1 2 4. INSTRUMENT NO. � N O o o i� I_ T \ \• ` ` 117.00 Irv, 75.1310, 119.42' co 1 7 O 8 , � � 25' BL R 15 6, � 201407180000750570 _15' �L - N ad 10' U.E.-g617t' 1 \ "o\ 2'� ` O 20 r 0 O.P.R.C.C.T. 116.20' _ _ 116.20' 6 .69' \ 00 \ 116• 1 ZONED PD 285-2006 13 N g5'13"E 5 �'' 120 \ G\ 3 O RETAINING WALL I - \ 9 1 g o `7 p _ EMERSO_N DR. a1° 10a.72 \ o\ �h0 N88°36'13"W 282.40' 1 N88016615 "W C26 53.93' \ o O 14 \ (P \ 5 \ ` ` 4 117.00' \1\ W \� 4 5 c Z 2.00'- 52.00 2.00' 52.00'- -2.00' 2.00' 1 ' a'01' 1 12 Op \ -p 116 19 R• 0 co 0 \ _10' U.E. - - - - - \ o \\ 0 N\ \ 4 O csY ` H.O.A O 51.22' 5.3 65.39' C'') O 25 BL w �\ cn �� Z ��, LOT/DRAINAGE ` \ 17 Op cs 64'g0032' 65.39' LL 12 O o 0 0 0 0 0 �,, U, \ \ 6, 13 u� n �i% \ EASEMENT ` \ 1 \ 0 0 ° o 0 0 0 0 0 o N 2 1 0 0 r\o w�? \ 110' BLOCK I 18 \ Q O 0 10 9 8 7 0 6 5 4 3 o v \ N 120 p0 0 12 LOT 1 X -� O 12 Q Q 11 0 0 0 0 0 0 Q O 4 \ \` \�� °' \ 5 O o\ ` ` 11� Oo \ o ?� \ \o\ 101 0 11 - o. Q� r0s. W 39.99'-118.85 55.20'-52.00' 52.00'- 52.00' 52.00' 52.00'-52.00'67.99' 75.98' 92.82' \\ W O 12 \ \� g 3 ` ` \ 17 1 810' U'g LOT `''- 120.00' 4LQ 2s O z _ H- 4 BLO K R \ I 12 6 O �. ` \ 0 11I 0� 1.1g� -fro BR 4 BOCK �T LOT 1 X �� \ o\/ Z O 0 LOT 3X ' N 4C 11 '�.I R 0'W 141.60' . co �6 - -85 68 C) W I 120.00' CP \ 10 U.E. - RETAIL R.O.rr W• BLOCK S \ o O 10 16 0 15 0 2X c' r I N 128.44' \ P. p0 113.58' R50' \ \ 0 0 4 APPROXIMATE LOCATION OF ` I \�090= _0 8 ' 00 of 100 YEAR FEMA FLOODPLAIN cpn 9 \ 9sz /00 - EFFECTIVE ZONE AE PER \ 4 ' R \ / I CASE NO. 17-06-1736P w O DATED APRIL 16, 2018 ` \ FOUND 1 2" IRON ROD o1C6 - - - - z - - - - - - - - - WITH YELLOW CAP ROSAMOND PARKWAY Z 4 2 a 4 q a (C.M.) (1 20'R.O.W.) s cow ■ POINT OF BEGINNING (138.601 ACR POINT OF COMMENCING ( SAVE AND EXCEPT) FOUND 1 /2" IRON ROD WITH ILLEGIBLE RED CAP (C.M.) VARIABLE WIDTH RIGHT OF WAY DEDICATION VOLUME 2011, PAGE 176 P.R.C.C.T. ANNA HIGH SCHOOL #1 ADDITION VOLUME 2011, PAGE 176 LOT 2, BLOCK 1 ZONED SF-E ABS A0559 GUINN MORRISON SURVEY, SHEET 1, TRACT 102 OWNER: BLOOFEILD HOLMES LP. ZONED PD 133-2004 low ft* MOO #00 son 400 ABS A0559 GUINN MORRISON f SURVEY, SHEET 1, TRACT 1 OWNER: ANNA CITY OF ZONED PD 133-2004 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE C16 40.07' 250.00' 9111,011, N86°43'49"E 40.03' C17 249.28' 400.00' 35'42'24" S3°34'02"E 245.27' C18 117.53' 300.00' 22'26'49" N3°03'45"E 116.78' C19 296.29' 800.00, 21'13'14" SO°51'46"W 294.60' C20 149.59' 850.00' 10'04'59" N6°25'53"E 149.39' C21 117.70' 566.00' 11'54'54" N7°20'51 "E 117.49' C22 404.19' 900.00, 25'43'54" SO°26'20"W 400.81' C24 313.48' 1200.00' 14°58'03" S70°05'21 "W 312.59' C25 82.82' 250.00' 18°58'53" N72°05'47"E 82.44' C26 42.80' 250.00' 9°48'34" N86°29'30"E 42.75' C28 44.04' 300.00' 8°24'41" N27°20'09"W 44.00' C29 459.81' 800.00, 32'55'53" S15'04'33"E 453.51' C30 38.66' 500.00' 4'25'47" S89°10'30"W 38.65' C31 152.90' 400.00' 21'54'03" S9°33'38"E 151.97' C32 284.98' 658.00' 24'48'54" S32'55'07"E 282.76' C33 346.52' 425.00' 46°42'57" S68°01'55"W 337.00' C34 188.83' 250.00' 43'16'39" S23°02'07"W 184.38' C35 133.02' 250.00' 30'29'05" S16°38'20"W 131.45' C36 219.31' 1040.00' 12°04'57" S39'17'05"E 218.91' C37 466.81' 1045.00' 25'35'40" N14°35'50"W 462.94' C38 695.01' 850.00' 46°50'53" S21'54'07"E 675.81' C39 672.97' 850.00' 45°21'45" N22°38'41 "W 655.53' C43 198.56' 350.00' 32°30'19" S60°55'36"W 195.91' 1 ' OWNER: CURRY 'CRAIG GREATER TEXAS LAND RESOURCES, LP 10950 RESEARCH ROAD ' FRISCO, TX 75033 CCU RRY@TXLANDRESOURCES.COM ' (214) 387-3993 SURVEYOR/ENGINEER: DEVELOPER: PAPE-DAWSON ENGINEERS LGI HOMES - TEXAS, LLC 5810 TENNYSON PKWY, STE 425 1450 LAKE ROBBINS DR. SUITE 430 PLANO, TEXAS 75024 THE WOODLANDS, TX 77380 JGOOD@PAPE-DAWSON.COM ELAINE.TORRES@LGIHOMES.COM 214-420-8494 (281) 210-5484 Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date PRELIMINARY PLAT OF SHADOWBEND PHASE 1 & 2 LOTS 1-34, 1 X, BLK A; LOTS 1-42, 1 X, 2X, BLK B; LOTS 1-12, BLK C; LOTS 1-13, BLK D; LOTS 1-35, BLK E; LOTS 1-47, BLK F; LOTS 1-14, BLK G; LOTS 1-20, BLK H; LOTS 1-10, 1 X, BLK I; LOTS 1-26 1 X, BLK J; LOTS 1-16, BLK K; LOTS 1-18, BLK L; LOTS 1-30, BLK M; LOTS 1-21, BLK N; LOTS 1-24, 1 X, BLK 0; LOTS 1-19, BLK P; LOTS 1-23, BILK R; LOTS 1-15, BLK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BLK U; LOTS 1-4, 1 X, BLK V. BEING 138.8 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 DATE OF PRINT: August 1, 2019 2 OF 3 SHEETS 04 W W V♦ W ♦♦W^^ v♦ I W Z TJ i V F_ CQ G rn 3 0 J o_ o_ Cl- :1 1 1 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE C1 482.06' 630.21' 43'49'37" N31°10'35"E 470.39' C2 166.46' 629.07' 15'09'39" N74°56'01 "E 165.97' C3 145.27' 600.00' 13°52'21" S60'52'14"W 144.92' C4 326.86' 500.00' 37°27'21" N72°39'43"E 321.07' C5 51.88' 1000.00, 2'58'21" N69°17'34"E 51.87' C6 102.90' 250.00' 23°35'00" S10°24'06"E 102.18' C7 211.15' 323.00' 37°27'21" N72°39'43"E 207.41' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE C8 188.13' 777.00' 13°52'21" S60°52'14"W 187.67' C9 191.07' 375.00' 29'11'36" S19°03'59"E 189.01' C10 235.02' 375.00' 35°54'28" S24'07'58"E 231.19' C11 268.58' 250.00' 61 °33'16" N4°04'17"W 255.85' C12 547.54' 485.00' 64°41'O3" N59°02'52"E 518.92' C13 188.29' 499.87' 21 °34'55" S25°25'42"E 187.18' C14 223.80' 800.00' 16°01'43" N83°22'32"E 223.07' CURVE TABLE CURVE # I LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE C15 309.37' 1916.00' 9'15'05" S86°45'51 "W 309.03' C23 530.53' 2200.00' 13'49'01 " S84°28'53"W 529.25' C27 337.87' 1632.00' 11'51'42" S85°27'33"W 337.26' C40 224.58' 500.00' 25°44'07" N14'15'27"E 222.70' C41 179.67' 400.00' 25°44'07" S14°15'27"W 178.16' C42 38.20' 500.00' 4°22'39" SO°47'56"E 38.19' C44 922.74' 3281.00' 16°06'49" S14°37'32"E 919.70' PD 797-2018 DEVELOPMENT STANDARDS TYPE "A" LOT TYPE "B" LOT TYPE"C" LOT LOT TYPE SYMBOL 0 MIN. LOT AREA 6,000 SF 7,200 SF 8,400 SF MIN. LOT WIDTH 52' 62' 70' MIN. LOT DEPTH 110, 110, 110, MIN. FRONT YARD 25' 25' 25' MIN. SIDE YARD 6' 6' 6' MIN. SIDE YARD STREET 15' 15' 15' MIN. REAR YARD 20' 20' 20' MIN DWELLING SIZE 1,600 SF 1,800 SF 2,000 SF MAXI MU M LOT COVERAGE 55% 50% 45% NUMBER OF LOTS 208 234 23 LOT PERCENTAGE BY TYPE 44.7% 50.3% 5.0% ' MEAE OW RIDGE I STATES PHASE 2 1 16 15 14 13 12 11 10 9 8 7 6 5 VOLUME P. ¢.0 T 3 2 1 E 196FOUND V8" IRON ROD WI H 10 9 8 7 6 5 4 3 2 1 ELLOW CAP STAMPED "FO ESIGHTFOUND 1/ IRON ROD " » .M.) S88 36 36 E 3711.55 FOUND 5/ "IRON ROD WITH OWNER: (C.M.) PINK PLAS IC TxDOT CAP (C.M. (P) (PD) CRAIG CURRY 117.00 o F 117.00 0 101.78 90.50 62.00 62.00 62.00' 94.28 95.44 73.39' 95.74' 53.00' 52.00' 52.00 62.00 5 ' ri.00' 52.00' 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 64.51 95.96 �, GREATER TEXAS LAND RESOURCES, LP op ' 47p �00 0 0 0 0 0 p p p 0 R..w �0 p p p p p p p p p p �� K; 10950 RESEARCH ROAD "' 117.00' "' 23 0 22 0 0 0 0 18 n� N 5 C14 o 0 0 o . o W o 0 0 0 0 0 0 0 0 0 zo 2375033 117.00' C) 21 � 20 ^ 19 ^ 17 6 rj � 4 0 3 O 2 0 1 o N o O 34 0 33 O 32 0 31 O 30 0 29 O 28 0 27 O 26 0 25 O 24 CP FRISCO, TX SOU a _ _ _ _ _ _ _ o CCURRY@TXLANDRESOURCES.COM o �o. _ 6� p _o �_ _ _ 0 4 (214) 387-3993 O 2 0l l0 46 O � Q _ _ _ V p 25' BL_ _ � � �A - - - - �25' BL� - -��� �o�\ C `° co / 0 U.E.'t�2 \ / A"� 1 U.E. � � � � 10 U.E. � � � � 4. 22 ` 04 117.00' �2p 3s / 62.00 _62.00 62.00 11� 59 4'0 56.57 52.00' 52.00 62.00 2.00 52.00' 52.00 52_00' -52.00 52.00 52.00'_52.00- -52.00` -52.00' DEVELOPER: 117.00' o 0 0 0 0 24 Aso LEYLAND DR_ ��° s9, �'� Aso• N88.36'36"W 1 ' EMMA DR. �� \ 21 N 3 O O 45 O o Q 16 7 - - - - - - - N88°36'36"W - 1 00 4 LGI HOMES -TEXAS, LLC N N I N I S88°36'36"E 284.00' M I p 271.13' � N8836'36"W 336.87' 274.00' p C° w `° ' _ _ _ _ _ _ _ �\ N� 1450 LAKE BOBBINS DR. SUITE 430 117.00' 117.00' �� 117.00 108 87 H 10-tJ 117.00' 108.65' 108.65' 71.00'- 52.00' 2.00' 52.00'- �2.00' 2.00'- 52.00' 2.00' 2.00' -71.00 113.55' 113.55' JP o 21 6� 51 a THE WOODLANDS, TX 77380 0 \ m 15' BL 0 M 10' U.. - - - - T - - - - - - 0 - 0 A w N 0• o `a3 ELAINE.TORRES@LGIHOMES.COM o 0 0 �I I- T5' B� 15 0 O 4 0l l0 44 O C O 25 N 11 N 10 N , 15 p o p 8 oo 25 BL O o d� p m 8 0 M O g U �' can p l^ l "' O 17 O 16 0 15 O 14 O 13 O 12 0 11 O 10 O 9 O 8 m N m 122.15' 20 \ y (281) 210-5484 C14 r- N I 117.00' 3 0 0 0 0 o O o 0 o O `� ao 117.00' I I 117.00' 117.00' N�� I. 6 52 �yG SURVEYOR/ENGINEER: 113.55' W N 1 p oo. O 117.00' I o N o I� O O 117.00' I o t o I 117.00' o Jol o0 14 p o p g w o N 0 p p p p p p p p 0 7 p °�° R• \ S G 5 43 O 26 0 0 12 O o O g o � N CN nj N I 019 cn W N J117.00' "' �`n l 71.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 73.01 n' �" , p 10 72 1 \ m� `JLP 62,�a o �'L PAPE-DAWSON ENGINEERS 117.00' 117.00 N 0 m 0 117.00' 00 o I 117.00' 0 M 129.45' 122.61' 37.44 153.50' I 19 118 \ 2 ` \ 1 p o \ a S 5810 TENNYSON PKWY, STE 425 117.00 117.00' 117.00' l0 �m 13 p O p 10 ��ol O o � �,, � 117 0 � � `cA JI 0 N N N N p 18 N N p p �. 18 PLANO, TEXAS 75024 O 6 m of l0 42 O N O 27 Ol 0 13 O 0 8 0 „' `n `n N `n "� 32 'o 6 p \ n 566 0\ JGOOD@PAPE-DAWSON.COM o O o O o II- 117.00' 5 0 7 11 6 r' N cNo N o w cNo ((0 5b' 117.00' 33 cr \ 9� o Q •� 1 p 117.00' R. W %� o o- \ 214-420-8494 I o w l l l I I ^� �� � �� � •> > o 0 0- 11 � 117.00' 117.00 R. .W o0 12 O o O 11 0 to p 19 0 16O M^ �' 145 i1 .p <0 115� p o- \ G� 17 51 A. 117.00' 117.00' 117.00' ' l "' -15' 3L N - N N S 5' 8� p 34 ern. J, G 5 12 16 • r' o O o 0 0 0 0 o co LO � 9 p 2 p \ 1 0 7 O 0 O O O O O O O o F 117. 00' 117.00' ,`n 6 \ r'�,° 2 �'F s p s \ oo H.O.A LOT 41 O 28 14 O 7 - - r' 1� p N (N (N N N 117.00' 3�j• p rn o\ 18. \\� BLOCK A w N Q N � / 0 �. O O 1 16 / �I w� �° �° JENKINS DR. C) Cr`'' B� 1° 'n O 55 O. \ LOT 1X W o 117.00' 117.00' - - oN A 20 0 � 31 p/ "� 116 p6 c0 1 0. \ \i\ 11 4 p 13 I \ A9�/ 117.00' o c 117.00' , S88°36'36"E 284.00' I �' 0 c^ �' j 0_ � � 117.00' � q , � o � � �, O 8 0l lom0 40 CV 29 a�ol 0 15 O o 6 m o 117.00' �Q �� 117.00' `� 35 O \ $� �cr Q�Oo 50 0 11°�' / 0 o O o p117210' O 116.20' I 66 O O �. , cNo cNo LLJ c6 LL cN0 a I cNo NI o 0 15 BL o I 0 p 52. p 5 6, 115 p O. 117.00' D o l 117.00' l Q 24 O o 1 O N N p 21.5 ' 1�7 ' S2� p 4 00. , 3 s p 14 2 oJ' ` 117.00' I O O I - 117.0 O z o 117.00' 0 O of 117.00' O o 117.00' oo � 30 A6 \ �� 4g p 3 00. �0 �10 i o.\ 15�° o. 12�19 Un 0 9 O 39 30 O o 16 O 5 O 117.00' 0 I^ 1 p ? cp tJ N N � Z N N � 04 0 0 0 to Iv 22 N 150 0 2 g Loo 1 2 15 - PD >. c° c9 Q- `q I I� 0 23 p o p 2 of u� c0 \ '`� 2 s p 2 ( ) O 117.00' �"' 117.00' "• IN N N 'n p 9�. 0 1°�$i 0 r' �a \ r' 117.00' 117.00' 117.00' "? 117.00' "' �' 117.00' 0 29 \�, 0 o \ 1 i 2 N6 1$� 00 0 11g 50 p o0 1 ` / O�j O O O I O J O O O O 1 � O O 2 \\ C'j� tS O 6� \ / +� y 1 �• ` J 117.00' S• 1 6 v' 1 �J O 10 Ol l0 38 O N O 31 m� l O o m 0 O p 23 cN o. s 04 N co `� `� 17 O N 4 N o 22 p O p 3 0 0 `q P `n 45A3 \✓ ,/ i I I N I � I O N IN N I N= M 53.87' 1/ �� o� oo. A 115' cr 117.00' l 117.00' l �' 117.00' "' U' (D od 7 .00' 52.00' 47.87' �.26" 1 O. \ i�01\ �. volt 0cfl 117.00' 117.00' 117.00' N M 117.00' p \ r' / GB o o �o N o 028 5 O R. `N Ng1.9 ( )CP O 110 5 o o O I O 5p, o cn O O o N� o0 21 p op 4 m of l0 p p �2 0. O 5 PD 37 O cN 32 N N 18 O N 3 N N N N l0 O r7 R'•/ O 6 O H.O.A LOT cNo R. .W c`Vo `D C° R. c0 aro c0 c0 <n 'n N o o N 27 0. 3 0. 0 2 2 _ I 117.00' N O ;h 24 25 26 i �� 5 p 65 6�•tk8 / BLOCK B 117.00' 117.00' 00 ;� 117.00' 117.00' 1 117.00' o 0 117.00' 0 a �e • _ A��i o , 4 00 5� , N, \ LOT 1 X O o o o0 0 0 o o l 0 20 p o p 5 o Q E 12 0l l0 36 O N O 33 l 4. '0- CD N N 19 O N O N4,j N N >- 10' U.E. , 5 N N Lj o 2 N "' 117.00' I' 'n 1.00- 52.00' �� `q 117.00' l�ml 117.00' Il l0 117.00' 1 C7h1 0 �p26 0� 18 i 20Q p �o / car 2 117.00' O 117.00' 0 117.00' 31 o� 19 p o p 6 00 N88°36'36"W - - "� 01 >>� 6 O. p O P O� 5 ' 0 7 l l 1 168.69' 2� O p`L / N �2. p o. O oo O O oo �I oo I oNl N 117.00' U0 U _ 5 O- p / 1� 0 6 O 13 w 35 N 34 N 20 O O 1 7 O LO 00 c0 c0 117.00' i 1^� p 0-) , F N N O 1 0 18 p of 0 5.00' 10' U E00'- �0.27'- �1 8 0. p G / �0� p ' o `' S o 1p 52 Os p 7 0D 0 0 J 5 0 4 0. 2 0 c3` N H.O.A LOT S88°36'36"E 1 , H.O.A LOT 102.40' "� 117.00' "' l� o 0 0 10 0 9 00. p 0��� , p °' 3 O. $� / 0� O 0 B "`\ (PD) H.O.A LOT _ - - ^-GK H- S88°36'36" E S v� 13 12 11 r o 10�' �i �. 25 G� . / / 2' ° 8 ��a00 ' �LOE+��c23 EMERSON DR. LOT 1X 142.00' , , LOT 1X 284.00' �O' l��„ p 6�8� / 'G� g 0 2 00 cJ �5 i'0� p p p a3 2' G��� \\a LOT 1X 1 52.00'- �2.00' 2.00' 52.00' �2.00' 3.57' 64./ �2. P a2 52 10 4. 54 �4 4 2 - 54 4' 4. U.E.- - - - - - n - / 65.00' 52.00' 50.27' 64.83' / Q Ss, O� 6�°� i 0 9 v \ 0 0 0 ; )✓ 25 BL 0�4/ l 1 - - C� �2��` O?��.s i 1C5 N A� f \ Q 10 06+. p �� l N88'36'36"W - 1 w 25 a 11 0. p �' BLS O O o 0 0 ;n o 0 0 0 0 0 ; H.O.A LOT i 1 �1 g2 ' 0 �� (PD) 5 4 3 0 2 0 1�0 0 13 0 14 0 15 0 16 rn o 8 0 7 0 6 r; �I r; N 17 o 11 168.69' LOT 1 X _ 'r6s`' p �0 i ��' �� �1 12°/ �J p p p p p p 0 0 p p p p -- 13 p �o E 51.33' 51.33' 51.33' 51.37' l 0 1I62.00' 52.00' 52.00' 52.00' 57.00' AMENITY CENTER 2.00' 52.00' 52.01' 60.32' 51.33' 51.33' 54.43' 54.43' 57.44 52.00' 62.00' ° oo cs p 2 \ 1 nBa 55 / 14 r'cp p p tLrp 54.43 54.43' U'1 p p p 8 �. 15 `so p a N61 N p p p p p p H.O.A LOT 3 0 c000 �S `�� 1181A Q 5i / (Pp) p p p p � I � � 0 0 BLOCK G l N o l_ 00 0 0 �� I 8• 0 0 0 0 0 61 o 0 0 0 0 LOT 1X 0 0 15 O 16 0 17 O 18 0 0 12 11 0 10 0 9 O 8 O N O of 12 0 11 10 0 9 _ \` 3 12 J 13 r 14 r � r- r- � r� � r- r- r- l �� l ��Z2 -' p �' v l 133.72' (PD) 4 0 0 7 L \ O 110. 16 p `° o -25, -RL - - - - - 25' BL - - - - �� - - 7 <v 00 0 �t _ - - 10, U.E. 1 b�yy �o o w �5134`- �7:34' 52.00` -62. 0 2.00� -52.00' 52.00 52.00'-57.00- - - 1 01� -52:14 2' �`s v� p 4 m�^ 3 .34 1 1 - -- _ 123.47' -s°3s'36"E - - HARBOR OAKS DR_ - c14 �� 1� ^ 17 p / COMMERCIAL 0 S88°36'36"E 142.03' S88°36'3 "E C15 - 142.00' 1 , - S88°36'36"E 425.97' - 1 w , - - 58.49' _ 0 00 `'> p �02- BLOCK V 07-\ c0, 5 Q' 1 j J� LOT 1 4 54 60 4 2.00' 62.00' 71.00' S5.00' 5.00' 55.00' 5.00' S5.00' N 2.00'- 52.00' 2.00' 6 ' 10' U.E_ �.,� g 10 U.E. - - � \2� � 25' BL - - - - - 5' BE - - - I N - - - J 'oG .91 / ` 18^CD p 0 0 0 0 0 o I J o 0 0 0 0 0 o Z o 0 0 0 o J 37 0 36 \ \ 41 �lg 4j 5 �_ 4 3 2 1 6 5 4 3 2 1 R 42 41 �_ 40 39 r� o p o O \ \ �\ \� \ / / / 19 6 SAVE AND EXCEPT 6 �_ r; � I r� Q � � r; r; � � r; 5 38 0 � n� � 6 /� W p p p p p 6 a2.25, p •� / CRAIG CURRY (29.5%) \n 51.22' 51.22' 51.26' 52.00' I l 57.7 62.3 � �(" o� 6 1.00' 55.00' 55.00' 55.00' 55.00'-55.00' 52.00' 52.00' 52.00' 57.00' 57.63' 27' 0\. C sag• FRISCO PLATINUM 4S&C, LP 29.5%) \ 51.22' 65.39' 65.39' 62.38' 62.00' l N o0 120.00' 55.02' 49.33' 46.06' 47 0 `\ 20 0 0 4 4 4 B p v' `� ?1 �j p INSTRUMENT NO. 20 60519000615390 0 0 0 0 00 N oN04 � 7 0 a! p p p 35 �. 1 656, / O.P.R.C.C.T. o 14 0 15 O 16 I ��I / ' o 00 34 �. �o�O 21 ZONED AG 13 i�o ND 120.00' 4 4 31 32 33 1 / >>6 p / FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) 25' BL - - J �_l 8 O I - \ � G17/ 11 22 66' � j INSTRUMENT NO. 20170207000173060 _1.Q -6T08' 61.90 62.00 \ N �► r a M� Q 2g� \� 10' 65 i 23 �O p j ZONED AG \ KS I D E DR. S88*36'36"E 105,96' 6. cr / \ >>s C27 142 S o o H.O.A LOT O� r! 9• j nn / N8 °3 '36" - \�� 24 / 65.68T 6 62.00' / 9 DRAINAGE Q I 18.87' -t'� \ 4 L - - 6• ��� EASEMENT R50 4g`.� �'� \O' p (PD) 25' B �06 BLOCK I Q 10' U•E 25 0 0 0 0� �S' ��. LOT 1X v H.O.A LOT/ 1.0 6 14 13 r_: 12 0 11 rn // DRAINAGE EASEMENT 0 N 26 Apo p N rr BLOCK B _ 1 0 0 0 0 10 � j �c' LOT 2X o 30 C 29 I 28 � 27 p 61� I N 8, N O M 6 00 60 ` 1.1 ' 62.00'-i6.00'--74.76' R. W p o p ,6`�`L / nj - APPROXIMATE LOCATION OF 4 6' MASONRY 100 YEAR FEMA FLOODPLAIN 2 IB �6� N ' SCREENING WALL EFFECTIVE ZONE AE PER 53.50' 1.36- -63.71' 3 W LOMR CASE NO. 17-06-1736P �p DATED APRIL 16, 2018 4 6' MASONRY - - - - - - - - SCREENING WALL ROSAMOND PARKWAY N�o 3 � rz o ' oa (120' R.O.W.) Z �" �L o mo N88'41'02"W 4341.99' FOUND 1/2" IRON ROD s (C. M.) ' POINT OF BEGINNING 60' WIDE RIGHT OF WAY DEDICATION ANNA ISD PARK ADDITION LOT 1 ANNA ISD PARK ADDITION LOT 2 ( SAVE AND EXCEPT) VOLUME 2006, PAGE 326 VOLUME 2006. PAGE 326 ' VOLUME 2006. PAGE 326 FOUND 1/2" IRON ROD WITH P.R.C.C.T. P.R.C.C.T. ' P.R.C.C.T. ILLEGIBLE RED CAP (C.M.) ZONED AG ZONED AG 1 • LOCATION MAP SCALE: 1 "= 100' 0' 100' 200' 300' BOUNDARY LINE SURVEY LINE PHASE LINE O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS ROW RIGHT-OF-WAY BL BUILDING SETBACK LINE O BLOCK LETTER OVISIBILITY, 1 ACCESS & MAINTENANCE EASEMENT (VAM) SIDEWALK EASEMENT (SWE) O2 15' WATER EASEMENT O3 15' SANITARY SEWER EASEMENT O4 5' WALL MAINTENANCE EASEMENT NOTE: 1. THE PROPERTY IS IN THE CITY OF ANNA. 2. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL ON DECEMBER 11, 2018. 3. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH 2010.00. 5. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE AS ILLUSTRATED PER LOMR CASE NO. 17-06-1736P, WITH AN EFFECTIVE DATE OF APRIL 16, 2018. -rU1IfI1111Ury r-IUL IUr r -_VICW r-U1pUJCJ Urrl Recommended for approval Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas PRELIMINARY PLAT OF SHADOWBEND PHASE 1 & 2 LOTS 1-34, 1 X, BLK A; LOTS 1-42, 1 X, 2X, BLK B; LOTS 1-12, BLK C; LOTS 1-13, BLK D; LOTS 1-35, BLK E; LOTS 1-47, BLK F; LOTS 1-14, BLK G; LOTS 1-20, BLK H; LOTS 1-10, 1 X, BLK I; LOTS 1-26 1 X, BLK J; LOTS 1-16, BLK K; LOTS 1-18, BLK L; LOTS 1-30, BLK M; LOTS 1-21, BLK N; LOTS 1-24, 1 X, BLK O; LOTS 1-19, BLK P; LOTS 1-23, BILK R; LOTS 1-15, BLK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BLK U; LOTS 1-4, 1 X, BLK V. BEING 138.8 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPEwDAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 DATE OF PRINT: August 1, 2019 3 OF 3 SHEETS I C, a a c .E QL tom: :1 N N o 3 N i c:3 a � N c nj o� J � Q� V)O N Eo O N U a� °q o N i a o� 12" STUB FOR FUTURE CONNECTION ELEANOR KATHARINE COX CUNNINGHAM AND HOWARD JOSEPH COX JR. VOLUME 1995, PAGE 577 D.R.C.C.T. 24 23 22 1 21 1 20 19 18 17 16 15 14 13 12 11 _]_[O 8 WATER F.H. - - F.H. JACKEL DR. 10 F.H. 00 - - - - I 8 L 9 19 00 1 2 3 4 5 6 7 v ❑ YOUNG KIM AND TIM rn -' MUELLER -70 18 I 0 8 INSTRUMENT NO. 7 2017060800074130 �° I I-_ 7 O.P.R.C.C.T. 17 $ I m 2 6 9 16 10 F.H. \ O 11 6 \ 5 F.H. Q�\ 15 12 F.H. \ \ 13 / 5 7 8 4 6 00 \ '� 5 ➢ 3 8 STUB FOR P' m FUTURE O 4 \% 4 C� 1 MEADOW VIEW LN \ \ -T I1II I T T+T-IIII -�-�I +1III -T ---�i1IIIII rlIIII ----T-- T-- T-TIIIIII \ \\ \ \ \\ \\\ \ \ \ \\\ \ \ \ \ W. 12 rIT T T T_T_T_TI I I I I I I I I I I I ROSAMOND PKW I I3 I 5 1 6 1 1 8I D 1 2 3 4I5 I 6 1 7 I I 23 24 I 25 26 27 28 59 COLLIN 13 ��-,L- T_- TJ-�LCOUNTY CITY OF 14 1 I I 15 1 I Im8 9 10 11 I 12 13 14 15 17 I 18 I 1I 20 I 21 22 10 " 12 13 14 16 17 ANNA 15 I MEADOW LARK LN r--T-T-T-T-T-T-T-7 F-T-T-T-T F- -T-T-T-T T I I I I I I I I I C„ I I I I I 16 1 1 2 I 41 5 I 61 1 1 3 4 5 I 1 17 10 12 13 14 157 8 2 6 7 8m oTA LOCATION MAP 2 � 9 10 11 12 13 14 15 I 16 9 10 12 13 14 15 I 9 1 8 7 615 4 3 12 I 1 L \ \ABS A0114 J C BRANTLEY �- EX SURVEY, TRACT 25 4 MEADOW RIDGE DR OWNER: COOPERZEDAH II LLC MEADOWRIDGE ESTATES2 \ \ \ PHASE \ \ \ CONNECT TO EXISTING 5 16 15 14 13 12 11 10 9 8 7 VC$_U E R5 PAGE 496 3 2 1 CONNECT TO EXISTING 6 5 4 3 2 1 2 8" WATER P.R.C.C. T. 8" WATER 1 OF 47 y \ \ \ 30 29 26 22 18 5 4 24 \ \ \ 28 27 25 23 21 20 19 3 2 1 34 33 32 31 30 29 28 27 26 25 23 L \ \ \ SCALE: 1 " = 15 0' °° R 2 F H I I 46 F.H. 17 6 O O \\ -�� \ \\ \ 0' 150' 300' 450' 8 WATER 8 WATER- - - 22 Cs \ \ OF MARGARET DR. 24 3 45 24 LEYLAND DR. 16 7 EMMA DR. \ \ \ \ 21 ` N \ \ \ F.H. H - - F.H. F.H. 8„ WATER F.H. A F21 23 4 44 25 11 10 15 8 EO 8 9 �� \\ \\ \\ F.H. D 1 2 3 4 5 s 7 $ 9 10 20 LEGEND m - 14 9 20 2 22 5 � I I 43 26 12 9 �� �- 7 10 � 19 y \ \ D CP; \ i y ➢ \ \ \ PROPOSED WATER LINE 19 3 21 6 42 27 I 13 $ I I � 13 10 I �� 35 20 11 6 11 �,\ OOG�� 18 17 \\` \\ \\ \\ PROPOSED GATE VALVE 12 - ,1 I 34 21 5 12 � 1 PROPOSED FIRE HYDRANT ASSEMBLY 18 4 20 7 41 28 14 7 F 33 /00 19 12 �2 F.H. 1s \\ \ \ EX-W EXISTING WATER LINE y JENKINS DR. 22 _ �� 4 13 A CONNECT TO EXISTING o m °C - - 18 <O EXISTING GATE VALVE OPEN SPACE/ 0 17 5 19 8 I I 40 29 ❑ 15 6 13 9 8" WATER DETENTION POND Y F'H' w I I o F. 244 F.H. 32 DI 14 �� F.H. 3 14 DER o O z 23 m p \ EXISTING FIRE HYDRANT BLOCK N U ❑ ❑ Z ❑ � 15 » \ LOT ix 3 O 18 9 w 39 3o F.H. a I 16 5 I O I0o 31 F.H. 16 2 15 \ F.H. 16 6 ° F•H• 00 23 2 d 24 17 PHASE LINE I 15 7 17 10 D 38 31 17 4 I 22 3 ? 30 GF H M�E 1 O 1 O 15' WATER EASEMENT � o F.H. O2 5' WALL MAINTENANCE EASEMENT 11 CONNECTION \ �` © ��p 3 ,0 2 15 12 36 33 I 20 5 N 9 2 14 8 I I m ¢ 29 28 27 25 2 / 16 11 I I 37 32 18 3 I D 21 4 M 26 3 \ P 4 �91 \\ FFUTUREB FOR NOTE: H C F.H. SOCONNECTION 2 � \!y 2 11 1 13 9 I 19 2 I PO 7 \ 6 1. THE PROPERTY IS IN THE CITY OF ANNA. @ 1 12 �P�C y 19 6 P 2. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL 2 y�P Q 2 0o m 14 13 35 34 20 1 I W DER 7 5 6 \\ ON DECEMBER 11, 2018. 13 O O 12 :0 8 18 7 I 8 4 2 ��4" ' F H. 18 \ 10 L - - 13 12 11 10 9 3 © 3. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. 17 \ \ 9 1 ro \ F.H. 2 F.H. �� 16 - - - - 1 15 19 F.H. - - 17 11 \ 20 � 4 21 \ /y \ 22 1s � ,o 0 5 U \ 9�F \ 23 / 15 D z 9 �F.H. 1 \ -+ o s r \ H. U 2 2 rn M EMERSON DR. kA B 2 / F•H• 8 \ 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH 1, _ _ _ _ 1 G� ' 2 -T F.H. © 8' WATER F H F.H. PG���s „ �P��R ,0 9 CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH F.H. B" WATER 8 11 2010.00. F.H. 6 5 4 3 2 1 13 14 15 16 AMENITY CENTER i / 1 12 9 8 7 17 OPEN SPACE I WA1ER 13 / 5. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE 23 I I B O Kx1 I ' ° a 2 F H 14 - AS ILLUSTRATED PER LOMR CASE NO. 17-06-1736P, WITH AN EFFECTIVE 26 25 24 I I g $ 3 � 15 / DATE OF APRIL 16, 2018. \ 7i-, 2 � � 12 13 14 15 16 17 18 11 10 9 8 12 >> I I 16 � SAVE AND EXCEPT � y ,1 7 CRAIG CURRY (29.5%) 22 10 12 _ _ _ _ F.H. 4 �� 17 2 FRISCO PLATINUM 4S&C, LP (29.5%) HARBOR OAKS DR. 21 - 5 �� INSTRUMENT PARTNERS.BUXTON NO.20 60519000615390 14 7 $ ,5 14 O �PS�� \ 2 \ 2 I 8„ WATER F.H. 8" WATER F.H. �.H. B 8" WATE e 37 36 �, s '$ 2 O.P.R.C.C.T. 20 F.H. 5 4 3 2 1 6 5 4 3 2 1 42 4, 40 39 p FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) 13 - - \ 3 9 8 7 6 �\ \P� 19 INSTRUMENT NO. 20170207000173060 ANNA TEXAS LAND L1 EMERSON DR. " WA 2 \ 14 \ \ 19 , I ,\ 0 INSTRUMENT N0. �20 O.P.R.C.C.T. 20140718000075057 8 TER \ e / O.P.R.C.C.T. 12 F.H. 1 \ 13 � 4 \ OPEN SPACE/ \\ � .10 I 7 � 2 2 / I 2 2 35 � 21 / 2 31 32 34 F.H. THIS DOCUMENT IS 10 9 8 7 6 5 4 3 n� \\ DETENTION POND 18 12 13 ,4 15 16 OPEN SPACE / 33 >> 11 / / OPEN SPACE/ 22 RELEASED FOR s \ N 1 g BLOCK I 10 g DETENTION POND c� DETENTION POND o O 12 Q0 LOT 1X 17 F.H. BLOCK I Q BLOCK B I / "REVIEW PURPOSES" z \ - LOT 1 X p 23 / UNDER THE M O 2 2 \y� �D 6 2 BROOKSIDE DR. o� LOT 2X 24 ZATION OF 0 0 1 " \ - 8" WATER 9 JJ zoo 2 8" WATER 25 ASHLEYAUTHNI. WILLIAMS, F.H. RETAIL I F.H. 10 7 2 F. 16 15 14 13 12 11 10 F $' 26 P.E. #117989 o BLOCKS 8" STUB FOR FUTURE I \\ / 29 27 IT IS NOT FOR z C CONNECTION DULY 29, 2019. o O _ e 30 CONSTRUCTION OR LU g / 8 \ 2 2 00 1 I PERMIT PURPOSES. 2 I J X 2 - - - - - - - - - 1 - - - - - - - - - - - - - D - - - - - - I - - - � PRELIMINARY - - - - - ROSAMOND PARKWAY ROSAMOND PARKWAY M (120' R.O.W.) (120' R.O.W.) - - - - - - - CONNECT TO EXISTING 1P"EX=W-------------12' WATER LEX-W - - - - - - - - - - - - ---------12'EX-lAL-----�- - - - - - -T ANNA HIGH SCHOOL #1 ADDITION CONNECT TO EXISTING EXISTING VOLUME 2011, PAGE 176 12" WATER I � EXISTING ABS A0559 GUINN MORRISON F.H. H ABS A0559 GUINN MORRISON I EXISTING SURVEY, SHEET 1, TRACT 102 SURVEY, SHEET 1, TRACT 1 F.H. LOT 2, BLOCK 1 F.H. OWNER: BLOOFEILD HOLMES LP. I OWNER: ANNA CITY OF I I I I I I I I I I I 1 I 1 1 I I I 1 I I I I I I I I I I I I I � -- 1�EX- - - - - - - - - - - - - - - - - - - - rt2-EX-W- EXISTING CONNECT TO EXISTING CONNECT TO EXISTING EXISTING EXISTING F.H. 12" WATER 12" WATER I ANNA ISO PARK ADDITION LOT 1 F.H. I VOLUME 2006. PAGE 326 F.H. P.R.C.C.T. ANNA ISO PARK ADDITION LOT 2 VOLUME 2006. PAGE 326 OWNER: P.R.C.C.T. I CRAIG CURRY GREATER TEXAS LAND RESOURCES, LP Preliminary Plat for Review Purposes Only 10950 RESEARCH ROAD FRISCO TX 75033 Recommended for approval Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date CCU RRY@TXLANDRESOURCES.COM (214) 387-3993 DEVELOPER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR. SUITE 430 THE WOODLANDS, TX 77380 ELAINE.TORRES@LGIHOMES.COM (281) 210-5484 SURVEYOR/ENGINEER: PAPE-DAWSON ENGINEERS 5810 TENNYSON PKWY, STE 425 PLANO, TEXAS 75024 JGOOD@PAPE-DAWSON.COM 214-420-8494 WATER LAYOUT SHADOWBEND EXISTING PHASE 1 & 2 F.H. LOTS 1-34, 1 X, BILK A; LOTS 1-42, 1 X, 2X, BILK B; LOTS 1-12, BILK C; LOTS 1-13, BILK D; LOTS 1-35, BILK E; LOTS 1-47, BILK F; LOTS 1-14, BILK G; LOTS 1-20, BILK H; LOTS 1-10, 1 X, BILK I; LOTS 1-26 1 X, BILK J; LOTS 1-16, BILK K; LOTS 1-18, BILK L; LOTS 1-30, BILK M; LOTS 1-21, BILK N; LOTS 1-24, 1 X, BILK O; LOTS 1-19, BILK P; LOTS 1-23, BILK R; LOTS 1-15, BILK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BILK U; LOTS 1-4, 1 X, BILK V. BEING 138.8 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 1 OF 1 SHEETS MEADOW VIEW LN � �- T-T-T _ _ T--1T-T-\ 1 12-T-T-T-T-T-T-T T _l 1 1 1 2 1 3 I 4 I 5 1 6 1 7 1 8 1 9 1 D 1 1 1 2 1 3 1 4 1 5 1 6 I 7 I 1 23 1 24 I 25 I 26 I 27 1 2813 1 I I I I I I I I l o l I I I I I I I I I I I I I \\\ \\ / '�-�"• 1 � T I 1 _14 1 1 1 II I m l 8 I 9 I 10I I I I I I I I I I I I 22 _ ,o 12 13 14 15 16 17 18 20 21 \\ \ \ \ \ \ \ 15 I --J--J--J�- -J-_-J L- -J-- I - I-J--�-�-J L-J--J--�-�- _ - - MEADOW LARK LN \\ \ \ \ \ __1 � T - T - T - - T - T - T - T - � F - T - T - T - _T_ T--T-T-T-T-T--T T I I I I I I I I I I C,, I I I I I I \ \ \ \ \ m 1 1 1 1 1 5 1 6 1 7 8 1 1 1 1 2 I 3 1 4 1 5 1 6 8 1 I 1� 1 10 I 11 1 12 1 13 1 14 I 15 \ 16 1 1 2 3 4 \\ \ \ \ \ o f I I I I I 11 I 1L ' 1IIIII 7 1 1 O-��- -LF-T 4- - I + - + - + - + - + - + + 2 `c I I I I I I I I I I I I I C I I I I I I I I I \ \ \ \ \ 1 11 I 12 I 13 1 14 1 15 1 16 I I 9 1 10 1 11 1 12 1 13 1 14 I 15 1 16 1 1 9 1 8 1 7 1 6 1 5 1 4 1 3 I 2 9 10 1 1 \ \ \ \ 3 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I \ \ \ \ L-�-�---�-J_-I -J L- J L_-J_--J_-J_-J--J_-J_- \ \ \ABS A0114 J C BRANTLEY MEADOW RIDGE DR \ \ SURVEY, TRACT 25 ELEANOR KATHARINE COX CUNNINGHAM 4 \ \ OWNER: COOPERZEDAH II LLC AND HOWARD JOSEPH COX JR. MEADOW RIDGE ESTATE \ \ \ VOLUME 1995, PAGE 577 ASE 2 D.R.C.C.T. 8" STUB FOR 1 16 15 14 13 12 11 10 9 8 7 VO$_U EHRS PAGE 496 3 2 1 10 9 8 7 6 5 4 3 2 1 J, \ \\ \ FUTURE g CONNECTION 2 P.R. 2 \ 1 O 47 y \ \ \ 24 23 22 21 20 19 18 17 16 15 14 13 12 30 29 26 22 18 5 4 24 d) S \ \\ \ 11 2 28 27 25 23 21 20 19 3 2 1 34 33 32 31 30 29 28 27 26 25 23 Ly \ \ O ` 2 I 1 46 17 s 0 0 \\ Co \ OPEN SPACE \ A+�FA T E N� 8" SEWER - - 8" SEWER 22 \ \ c3 \ BLOCK A \ _ JACKEL DR. " 10 2 24 3 45 24 �v> LOT 1 X i6 7 EMMA DR. 21 \ \ 8" SEWER' -8 SEWER- - 00 � 8" SEWER_ H 8 SEWER - - - - A N YOUNG KIM AND TIM 8 ' g r 21 1 23 4 44 25 11 10 15 8 E[� 00 8 9 ` y7 \ MUELLER I 19 @ 1 2 3 4 5 6 7 (/) 1 2 3 4 5 6 7 8 9 10 20 \ \ INSTRUMENT NO. 1 ao O0 14 s m y \ 2017060800074130 �� M d 8 20 2 22 5 1 7 10 19 (/) 43 26 12 9 acl)o 71 \ O.P.R.C.C.T. �\ 7 18 0 1 1 m 1 m _ \` \ _ 35 s 2 \`� 17 sO 8 � 1 7 P)i 21 6 � 42 27 1 � 13 8 � 1 13 10 fm 20 11 6 11 G � 18 \\ 6 LU Z cr m 12 1� 1 34 21 5 12 ��� 17 \ \ 9 16 11 10 6 20 7 41 28 14 7 F - - 19 12 � 1 2 16 5 �•� 12 � � JENKINS DR. 33 22 R� 4 13 A 90 15 , OPEN SPACE/ - - 18 �O d) 4 \� 13 R 5 DETENTION POND� 19 8 1 01 40 29 p 15 6 1 0 32 O 13 p 3 14 f .a" SEwE BLOCK N� Lu O @ 24 1 23 14 S� 14 LOT 1 X O 6 O r 15 cP 3 7 8 4 18 9 w 39 30 1 w 16 5 1 23 2 01 31 �+ n 16 2 15 t + \ 6 24 ' 7 �- 1 y \ 5 I 17 10 38 31 17 4 00 30 / \\ \ 2 3 I OPEN SPACE 1 22 3 25 `� 1 �� , 0�' BLOCK V UQ 4 \+ 1 4 C1 16 11 1 1 37 32 18 3 1 21 4 26 2 \`\s01 /\ LOT 1 X \ © �3 10 9 1 2 2 m 14 1 1 29 28 27 O� 3 - 8" STUB FOR ��� 4 / \\ FUTURE 3 \ 2 C7� 2 11 15 12 36 33 1 1 19 2 1 20 5 EO / I,��` 5 / CONNECTION 1 I 13 9 8 SEWER i 7 1 cP1 2 l@ 1 12 / I ao OPEN SPACE �� l� 19 s / s �.jF.� s OPEN SPACE 2 2 cn / 7 BLOCK B BLOCK T LG 11 1 \ 13 @ I I 12 14 13 35 34 O 20 O 1 18 7 @ 8 4 5 S�\N�R \\ LOT 1 X LOT 1X F� dos 2 18 cp, \ 10 8" SEWER 8" SEWER 9 B 3 O „ 13 12 11 10 3 O 14 17 \ 11 8 SEWER EMERSON DR. - / B 1 2 / G� / 9 8 \ 2 O 1 s 1 O\\ S'T 90 \ �� �� $" S�wER @ / PG���s 11 10 2 S' lb 16 4 3 2 1 13 14 15 / 1 Z s�4'C, g $ 7 s 5 16 17 AMENITY CENTER 1 / 13 12 '/ 5 M o 18 3 12 B�L \ / / 1 1 OPEN SPACE 2 14 /- - - - -Q Z 17 4 11 O \ 15 20 'g / / 26 25 24 23 1 1 BLOCK OT 1 X1 1 g a 15 3 Oo ��� \ \\ 22 2' 2 \ 11 12 13 14 15 16 17 18 12 11 10 9 8 12 11 10 1 1 16 SAVE AND EXCEPT H o 16 M 5 ' 0 (� \\ \ 23 � I 22 10 „ 7 3 D + 2 _8°' SEWERJ - 8 SEWER - - 8" SEWER 4 � CRAITI CURRY (C, LP 0 0 15 Z 6 9 cb S�\I1F• 1 \ 17 2 FRISCO PLATINUM 4S&C, LP (29.5%) HARBOR OAKS DR. co BUXTON PARTNERS. LTD. (11.5%) °C o 'w 15 14 13 + 2 cP; \ 21 _ _ - - 5 % Q. INSTRUMENT NO. 20160519000615390 14 Q 7 8 0 TO 11� \ 2 2 I O B 36 / 1s 2 O.P.R.C.C.T. ANNA TEXAS LAND L D 13 " " 2 O 15 �� 20 6 5 4 3 2 1 6 5 4 3 2 1 42 41 40 39 38 37 \ s 19 FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) N 8 SEWER 8 SEWER �� 3 g 8 7 INSTRUMENT NO. 20170207000173060 INSTRUMENT NO. 14 I 1 O.P.R.C.C.T. \ 20140718000075057 EMERSON DR. 2 \ N 19 �; O0 © 20 0.P.R.C.C.T. 12 \ Z 4 \\ \ J � 7 2 2 ' ' 2 2 B 35 / 2 \ 13 OPEN SPACE/ \ M 34 / 21 / 11 10 9 8 7 6 5 4 3 \\ DETENTION POND 18 11 12 13 14 15 16 m / / 31 32 S 5 BLOCK O KXI 10 33 �j \ 8 22 ' 2 �� 17 , -B" SEWER f �`� 8' S , 23 2 2 1 6 2 T OPEN SPACE/ 1 11 \ BROOKSIDE DR. O OPEN SPACE/ \ 24 9 � DETENTION POND = II U J BLOCK I o DETENTION P 2 m 7 2 LOT 1 X BLOCK B 25 10 16 15 14 13 12 11 10 �� LOT 2X 26 1 RETAIL I / " 28 27 BLOCKS 2X 8" STUB FOR � 30 29 / 8" STUB FOR FUTURE B / 1 FUTURE CONNECTION 9 / g 2 2 w ( CONNECTION 2 � ROSAM N ROSAMOND PARKWAY co (120' R.O.W.) (120' R.O.W.) CONNECT TO EXISTING 18" EX -SS 18" EX SS 18" EX SS -- 5' MH_- - TRUCT 5' MH / � � 1 OVER SEXISTING LINE 1 ANNA HIGH SCHOOL #1 ADDITION 1 ABS A0559 GUINN MORRISON 1 ANNA ISD PARK ADDITION LOT 2 I ANNA ISD PARK ADDITION LOT 1 VOLUME 2011, PAGE 176 1 1 ABS A0559 GUINN MORRISON 1 LOT 2, BLOCK 1 SURVEY, SHEET 1, TRACT 102 SURVEY, SHEET 1, TRACT 1 VOLUME 2006. PAGE 326 1 VOLUME 2006. PAGE 326 1 1 OWNER: BLOOFEILD HOLMES LP. i OWNER: ANNA CITY OF I P.R.C.C.T. 1 P.R.C.C.T. 1 1 I 1 1 1 I 1 1 I OWNER: 1 1 I I I CRAIG CURRY 1 1 1 1 I GREATER TEXAS LAND RESOURCES, LP 1 I 1 Preliminary Plat for Review Purposes Only 10950 RESEARCH ROAD I FRISCO, TX 75033 CCURRY@TXLANDRESOURCES.COM (214) 387-3993 DEVELOPER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR. SUITE 430 THE WOODLANDS, TX 77380 ELAINE.TORRES@LGIHOMES.COM (281) 210-5484 SURVEYOR/ENGINEER: PAPE-DAWSON ENGINEERS 5810 TENNYSON PKWY, STE 425 PLANO, TEXAS 75024 JGOOD@PAPE-DAWSON.COM 214-420-8494 Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date LOCATION MAP SCALE: 1 "= 150' 0' 150' 300' 450' LEGEND PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE EX-SSEXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE PHASE LINE O1 15' SANITARY SEWER EASEMENT 5' WALL MAINTENANCE EASEMENT NOTE: THE PROPERTY IS IN THE CITY OF ANNA. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL ON DECEMBER 11, 2018. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH 2010.00. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE AS ILLUSTRATED PER LOMR CASE NO. 17-06-1736P, WITH AN EFFECTIVE DATE OF APRIL 16, 2018. THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF ASHLEY N. WILLIAMS, P.E.#117989 JULY 29, 2019. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. PRELIMINARY SEWER LAYOUT -� SHADOWBEND PHASE 1 & 2 LOTS 1-34, 1 X, BILK A; LOTS 1-42, 1 X, 2X, BILK B; LOTS 1-12, BILK C; LOTS 1-13, BILK D; LOTS 1-35, BILK E; LOTS 1-47, BILK F; LOTS 1-14, BILK G; LOTS 1-20, BILK H; LOTS 1-10, 1 X, BILK I; LOTS 1-26 1 X, BILK J; LOTS 1-16, BILK K; LOTS 1-18, BILK L; LOTS 1-30, BILK M; LOTS 1-21, BILK N; LOTS 1-24, 1 X, BILK O; LOTS 1-19, BILK P; LOTS 1-23, BILK R; LOTS 1-15, BILK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BILK U; LOTS 1-4, 1 X, BILK V. BEING 138.8 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 1 OF 1 SHEETS a c .E :1 f 1 � � 0 r' � �I ) • 0 � �' � � �.l � .sue .��' � •-` cZ-� e , � �-- �. } 1 S` ^ - � �- '...st .."� _-` � 1 - ri1.v 1��^-'� l S12 ) ( 'T� �T I Imo' I 1( / �I� ��lr r 4{ III I I( �� - i�` �, e '�� % / (/ o ✓ I I ° ' SI 5 ' I I 2 k 3 4 5 I I 7 23 1 2 25 , 26 27 28 \�. 2 4 -� ! 7 $ 9 D I I I -' I Li U �-> _ 1 �� e 4 Irs9 I Ip 1I F I o J _ �jj I r I I°�a- t a O i� v 0 13 ` �r \'- �`" - _ t ( J C, ��. \- �I 111 L I �• I I 11 I y I I I fir-- \ \� a \ /2�..��cl�13 -15 18-(Jam--19- �-Jo B_21 ,0 12 14 15 I)16 17 89 10 20 _ I c\�/`(�/ ��8�\ �����\ \ \�\4\ \\�> `\° •\ \�\°�� �9\� �\\ \���0 I s IJ U -MEADOW LARK LN I%r1 �. i f f S � 1f l % r �° ,� r�' �(� ^I � ^''d INe?' • mj+^_ o� °o r` , � ° oZ ° \ C1(��ll 1 1° ' v�, �r � 1 1 IIJ '° .-. To II -J _�II . o II �� ��I� ITI1�I1-� N lI �(Ir( oII(� ��`,"II� _?%� II yam^`,�T`jIII �° _TIII � ���III�'`- fI 8��I�IIF� �<, r�IIr r1 �1�11 `1` -�0 �I -n TI�o 14 50. tl3 4 8 10 1I� I I 12`1 13 I r `�II �(\���✓ -�/i��� \\�\�\ 1\\�1 \ `�\��\'\\\\\\ \ \�\ \1o\ \ �\o� a ,�\����� `�\ 4. \ �1 c f f 'I a 75 SITE W. ROSAMOND PKW COLLIN 5 COUNTY CITY OF ANNA - 45 LE �1- MEADOW RIDGE ESTATES �� _� I`�.y+-++���`T ��\ \\ °� 00 �j LOCATION MAP 5 > C' o _ n `-1 Zi -+_ PHASE 2 r��-T c, \ \• l\\ ° v Q ° �\ 2 zVOLUME R. PAGE 196 I I I� I I I �I� 9 �1 10 11 f �l i 9 I 14 15 I 9 I I 7 6 5 1 4 I 3 I 2 I 12 I 13 14 16 I 1 I I I 10 P.R.C.C.T. 16 0 ` °� ° ; /� ,• , o } 1 3 �f I 1L )I� J M ° oa- ` _�-�-J L--�--�� v �� ABS A0114 J C BRANTLEY o p \ °SURVEY TRACT 25 138.29 ac. ELEANOR KATHARINE COX CUNNINGHAM \ \\ 4 ` -� MEADOW RIDGE DR -� - -� �\MWNER: COOPERZEDAH II LLC AND HOWARD JOSEPH COX JR. 1 1 1 -� ��r- r�'� �� z '� \ \ �\ �\� )VOLUME 1995, PAGE 577 '�Gr� r (� �� \\\\ 740 T C C R D..... } (I 1 \ \ � 1 145 5 1 1 1 6 5\\\ ��o c 1�f o _ �J` ' `o �10 °, - ! / \ /✓ l / 1 :,A _ o N 1 L O 47 / r~ �� 3 ° �\ \ C/ 0 \ �I , o 00 24 23 2 21 20 19 18 17 1�• 14 � 13 12 � ° �0� 29 2 27 22 21 19 18 4 3 2 1 34 33 32 31 0 29 28 `27 26 2 Al 23 \ \ C\\C �\ 1,\\\� t` SCALE: 1 "= 150' 1 4.831ac. °11 1 ° 1 ' 25 2 I I 46 23 17 6 I F A 4.37 c. \\ \\ ��\ l J \`� �\ o ^� 0' 150' 300' 450' 22 qV -► JACKEL DR. 10 0 ° 3 45 24 - - - �3� �[V1ARC�RFT 24 LEYL D DR. 16 ��- EMMA DR. \ OFF 1 - 21 1.34 ac. ` O /I,II I © 7 QH A \ N� o ) 0 0 APPROXIMATE 21 1 23 4 44 25 11 10 15� 8s EO 8 9 A • \ \\\ I ° ° I �A 19 1 2 3 4 5 6 7 f L �� r 1 \ y \ �C) \\\ �\LOCATION OF 100 3 4 5 6 7 9 '° 20\\� �\ LEGEND Z YEAR FEMA T _ � � ' J W FLOODWAY PER - N �• 14 9 �� 7 10 y 4\\ rr I I - I 413 w w 26 12 9 p 4 \ \ \ \\ \ Q m $ FIRM PANEL 20 2 22 `-� � ,r � 19 ` 7 Q 18 l% PANEL lI I I J 3.61 ac. ` '74 \ \ \ 6�\ . MENNEN r o 0 O I 48085C0 _ = 1 I� I 13 10 I C �` 35 11 6 11 18c� DRAINAGE DIVIDE o ° 7 DATED 6/1 /2009 19 3 ' 21 6� 42 w 27 I 1 13 8 20 00 17 1 r 2 s 17 I a, ° 10 9 8 I ` \ F 12 11 34 21 19 12 5 12� G9� OPEN SPACE A_1 DRAINAGE AREA ` 16 \ - - LOT 1 X 1.00 ACRES OFF 2 11 6 18 4 E3 7 E1 41 �L8 D2 14 - 7 D1 B2 ( o BLOCK A �,\\1 \` 0.70 ac. G 5 (_ 12 , \ �\ 5.39 ac. 20 5.37 ac.✓ 5.36 ac. 5.28 ac. 5.26 ac. / _ �2 A2 16 \ `( ° �- JENKI S DR. 33 ° < \\ 15 H2 v ' � - - S r2---- � 18� � 4 1.62 ac. A \ o \•, \\ ���\\\ \ 1.85 ac. �� I 17 5 19 8 I p I 40 29 d I 15 6 J `l1 ,f". 3 0. � ` J1 13 III. _ \ 0 0 32 --r' Jp3 14 � � �`\ • \ b D FLOW ARROW ac. 0 W rr ©24 1 14 9 JO o o I OPEN o o z o 0 23 A5 A3 \ �� \� p' � EXISTING 1FT CONTOUR 14 0 ) 8 4 SPACE DETENTION I \ )l / � 0 18 \ 9 Q 39 30 z I 16 5 I O I 31 2.77 ac. 2 15 , a� � � 16 6 0 w ¢ 1.68 ac. o 3 % POND � W O 23 2 � (�' 6 �I BLOCK N S = 3 gi yo 17 S `� \\ 1\° O 5' WALL MAINTENANCE EASEMENT J2 J3 T 1 X . Q 17 10 38 31 17 4 = 30 3.46 ac. G` / / °J o 2 3 l �9q Il 15 7 / 1.91 ac. i 2.50 ac. a 7 1 OPEN SPACE ° QQQ��� a °( 1 \ I I � I 22 0 � � �< �1 A BLOCK V u 4 ° -1 �� } 4l 1 \ m 1\� 2 O� OPEN SPACE ),•� J ( 1 } i I 1. I I 16 4 I I 37 32 18 3 I I 21 •4 m 26 25 3 SON �\ �0 \\ LOT 1X n>C ©�° , P��O 3 10 9 'n 2 1 ` I r� 14 10�- A � I I y } �9 28 27 4 POD\N BLOCK \ � � \°e�, NOTE: r i\Z'0'0o0r3 1 \ 0 G I� `0 15 12 �-4 36 33 I 19 2 11 20 5 E i 5 YOUNG KIM AND TIM 2 A I /� 7 f ° MUELLER J4 f 5 / `/ o 1 �' �1� r 13 9 S 19 s �_ 6 1. THE PROPERTY IS IN THE CITY OF ANNA. INSTRUMENT N0. 2.58 ac. 1 r 741 I 7 2 INSTRUMENT NO. �' O J5 / �QGC 1 ( \ 1 6 0� \\� \\ 2. EXISTING ZONING IS PD N0. 797-2018, AS APPROVED BY THE CITY COUNCIL Cgti 1 13 4.38 ac. 60y ® ` 5 }� \ r � 12 14' o F Q• S u p 9 8 5 1 a �\�1 ON DECEMBER 11, 2018. 0.P.R.C.C.T. o 18 I 4 r q t J O 3 '� © {\\ \ 3. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. _ 10 ,°�e \ 14 18 ° `\ � E4 ,o o � EMERSON DR. �°� �- � .- � 12 11 B 2 i 8 � \ �, 4. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH �, 17 b ° � � � � \ 1 4.94 ac. � �� - "> .,! , 1 G� . � 9•. � OPEN SPACE J� q �`� \� �� `° a E2 i P / \\\ CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH BLOCK T s o� / 1 T OcS' ` ` \ /•� `l 2.32 ac. � � � S G �" G�N� 10 ,so -M I TJ'i •CEN T�f� 11 2010.00. LOT 1X � 2 16 � S 4 3 2 1 1 13 14 15 1 ( �J � 1 /`1 � \ \ � �? Z k" o� \ S� '/ 1 8 7 6 17 i 'EN SPACE ! i � �� J_' 12 - °-`� \ \ 5. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE M 18 3 12 �� �� I D3 BLOCK I 2 14 13 Z� \ AS ILLUSTRATED PER LOMR CASE N0. 17-06-1736P, WITH AN EFFECTIVE LL r 23 LOT 1 Xf a A6 \\ - - - - -p+ /� 15 ` v 19 // 25 24 I 4.40 ac. 71 1r 9 1 5.19 ac. S L DATE OF APRIL 16, 2018. o Oz (17 11 20 26 , 3 8 3 {{ < o 4 J6 ll \ B3 1' 10 � o 22 G1 410 11 12 I 2.19 ac. 7 16 �• `� r - ` h \� 0 w d 1.15 ac. 0 /( 21 1 J13 14 15 16 17 18 12 11 10 9 8 �- 12 11 I o 735 \ z0 16 2 5 10 \23 / 0.72 ac. , \1 22 _ - ✓ - A7 4 �o " O O O / 1 t a 1 �1 1 K - -► 0 3.96 ac. 17 1 \v `Z AVE AND EXCEPT--" J h 1 \ Q U 15 \\�. �1 \r ARBOR OAKS DR� �- ° --► ° %` '�• 'Z W < 6 9 w ° 1 P 1 N c \ 21 �� �° -'� - 5 _� %� CRAIG CURRY (29.5%) ,i \ a Y 15 14 13 \, \� °� p F1 B 18 FRISCO PLATINUM 4S&C, LP (29.5%) p 1\ \ ° 14 U T \ 2 \ 1 \ \ } 3.13 ac. 36 1 `� BUXTON PARTNERS. LTD. (11.5%) ' I 7 8 Q \ �\ ,L - - 2 ' ® 15 \ Oy \ ` �\\ � 20 I 7c 6 5 4 3 2 1 6 5 ,4 3 2 1 1.531ac. � 40 39 38 37 � ' 6 19 � S INSTRUMENT N0. 20160519000615390 f f 13 1 j << 3 0 \� ` 8 1 1 ^Y O.P.R.C.C.T. _ �r ............ EMERSON DR. -► l l ANNA TEXAS LAND L 1 _ 1 14 \ �� �� ` \\\ \` 19 ` I o 20 INSTRUMENT NO. 4 \ \ \ 7 j 1 1 B 35 FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) d l 20140718000075057 J7 O 1 ` \p OPEN SPACE/ / (7 2.85ac. J8 °� � J10 f a � INSTRUMENT N0. 20170207000173060 O.P.R.C.C.T. o \ ° \ DETENTION ON 31 32 34 21 ° s` O.P.R.C.C.T. 1 THIS DOCUMENT IS 9 7 6 3 18 13 14 15 �0 11 10 3.66 ac. 3.59 as \�,\ F2 11 BLOCK I I 0 33 oP• 22 `'- .�� ^ `/ �-^" ,r �` RELEASED FOR °) °o� O 0. 12 , , 5 ` \�\�d ` 4.46ac. ° 8 (� LOT�11 ,44, 1 / 1� ��P�` �� 1 ° ' `o� "REVIEW PURPOSES" v \\� `'Y �' 1 17 I �,� -� _.- _- p� 0 23 r -off '^i tiC \ o d ° 1 0 1 s ` �" UNDER THE L`? _� a ° "1 BROOKSIOE DR. 9 i.-,,� `� 1 � � ° - 730 r✓ � ,� „ .6 V v AUTHORIZATION OF Jg ° 7 { `) ' ° S 1OPEN SPACE/ 3.23 ac.°1.°ASHLEY N. WILLIAMS, R TAIL Ki 1 F! / 1.62ac. 18 ° ��\�X �D��` 16 15 14 13 1 �1 10 �" DETENTION POND 28 �° �. � P.E. #117989 �� 4.10 ac. d)l >!i �' \ ��� o BLOCK B ° o 0 o C I ` ° OPEN SPACE/ `� >� \ °o LOT 2X 30 29 �^ �- 1 v T IS NOT FOR X w DETENTION PONDo° \\� 1 z� • o s� . �5- ~^°° CONSTRUCTION OR (� o O BLOCK I ` ° • 9 ` �► `� 1 LOT 1X �1 �\ 1 1 _ ' B o I °b I S}w PERMIT PURPOSES. ,5 �� .o ��_��.��� �_ ��J=�- � f --�-- -----wo`' __ �5�✓� =-�,, d°-�--�- ROSAMOND PARKWA o _tee Q �o - r° \ 'Uv� `� - �, r� J~ 7� ROSAMOND PARKWAY _ (120' R.O.W.)(129 ° APPROXIMATE LOCATION-- $ram---------- c� `� OF 100 YEAR FEMA FLOODPLAIN EFFECTIVE ---------------- ---�-�` r ���•�� f_--7� J PRELIMINARY DRAINAGE LAYOUT SHADOWBEND ANNA HIGH SCHOOL #1 ADDITION - i' 1\ ZONE AE PER FIRM ° 1° �� Il r ° �, o f I,) PHASE 1 & 2 J ` ° PANEL 48085CO160J f� ( j APPROXIMATE LOCATION e o_ o�L III _ ° VOLUME 2011, PAGE 176 LOT 2, BLOCK 1 ( I 1 DATED 6/1/2009 ' p D �"�" /` �'� r \ 'd \ �,° OF 100 YEAR FEMA _ ANNA ISD PARK ADDITION LOT 2 ��• „ (� Li • o onf /� '� �}✓ Ili'il 1 a o FLOODPLAIN EFFECTIVE , VOLUME 2006. PAGE 326 ) I �sns �/ LOTS 1-34, 1 X, BILK A; LOTS 1-42, 1 X, 2X, BILK B; LOTS 1-12, BILK C; ZONE AE PER FIRM PANEL ; •a 5 P.R.C.C.T. o �" I I I III �� "'� LOTS 1-13, BILK D; LOTS 1-35, BILK E; LOTS 1-47, BILK F; LOTS 1-14, BILK G; POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS P 48085CO160J , ti - .� S I III ANNA ISO PARK ADDITION LOT 1 Area Area Runoff CA Tc 110 Q10 1100 Q100 Area Area Runoff CA Tc 110 Q10 1100 Q100 DATED 6/1 /2009 VOLUME 2006. PAGE 326 LOTS 1-20, BILK H; LOTS 1-10, 1 X, BILK I; LOTS 1-26 1 X, BILK J; LOTS 1-16, I o O v 1 ° S 1 II P.R.C.C.T. • BILK K; LOTS 1-18, BILK L; LOTS 1-30, BILK M; LOTS 1-21, BILK N; LOTS 1-24, No. (ac) Coeff. (min) (in/hr) (cfs) (in/hr) (cfs) No. (ac) Coeff. (min) (in/hr) (cfs) (in/hr) (cfs) O.°� , vQo�° II I I l OWNER: 1X, BILK O; LOTS 1-19, BILK P; LOTS 1-23, BILK R; LOTS 1-15, BILK S; LOTS Onsite F1 3.13 0.70 2.19 15 5.54 12.14 7.86 17.21 0 s _-__7 Z --� Q �� `D III III CRAIG CURRY 1-19, 1 X, BLK T; LOTS 1-15, BILK U; LOTS 1-4, 1 X, BILK V. Al 4.37 0.70 3.06 15 5.54 16.95 7.86 24.03 F2 4.46 0.70 3.12 15 5.54 17.30 7.86 24.53 C f Q i I Illlll III \ "1\' GREATER TEXAS LAND RESOURCES, LP A2 1.62 0.70 1.13 15 5.54 6.28 7.86 8.91 G1 0.72 0.70 0.50 15 5.54 2.79 7.86 3.96 10950 RESEARCH ROAD BEING 138.8 ACRES SITUATED IN THE Al '1 -n ^'^ 'I ^n ^r r - I I - n, ^ ^^ ", A 07 n nn 13 00 ,� < CA -10 -70 -7oC 'c CC Preliminary Plat for Review Purposes Only FRISCO TX 75033 J C BRANTLEY SURVEY ABSTRACT NO 114 Recommended for approval Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date CCU RRY@TXLANDRESOURCES.COM (214) 387-3993 DEVELOPER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR. SUITE 430 THE WOODLANDS, TX 77380 ELAINE.TORRES@LGIHOMES.COM (281) 210-5484 SURVEYOR/ENGINEER: PAPE-DAWSON ENGINEERS 5810 TENNYSON PKWY, STE 425 PLANO, TEXAS 75024 JGOOD@PAPE-DAWSON.COM 214-420-8494 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 1 OF 2 SHEETS ti cl- cl- / acl- a c / I J J-. MEADOW VIEW LN \ \ 12 r_-T-T-T-T-T-T-T-T-_1 _ 1 2 1 3 I 4 I 5 I 6 I 7 I 8 I 9 1 D 13 1 1 I 2 1 3 1 4 I 5 1 6 1 7 I 1 23 1 24 1 25 1 26 1 27 1 28 \ \ \ \\ ll 1 1 I I I I I I I l o l I III I I I I- I I- 1 I - I I - I- I I - � r l I I I I I I I I I I I I I \\ \ - 14 _ 1 I II 12 I 13 I 14 I 15 I 16 I 17 I Z I 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 I 1 17 1 18 1 19 1 20 1 21 1 22 \ \ \ 1 � 10 1 11 I 10I 1 I I I I I I I I I I I I I �\ \ 15 _-J�----J--J L--J_--J_-J_--J--J L-J--� _ - - MEADOW LARK LN \\ \ \ -I �-T-T-T-T-T-T-T-� T-T-T-T-T--T I I I I I I I I I I cl, I I I I I I 16 \\ 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 g 1 1 1 2 I 3 1 4 1 5 1 6 1 I 1� 1 10 1 11 1 12 1 13 I 14 1 15 \ \ \ of I I I I I I 1 7 1 8 1 m l 1 I I II II \ \\ 2 � I I I I I I I I I I I I CDI I I I I I I I I \\ \ \ \ 1 ip 1 11 1 12 1 13 1 14 I 15 1 16 1 1 s I 10 1 11 I 12 1 13 1 14 1 15 1 16 1 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 \ \ \ \ \ 3 � g 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \\ \\ \ ELEANOR KATHARINE COX CUNNINGHAM 4 MEADOW RIDGE DR \ �BS \SURVEA011J C BRANTLEY \ \ RVEY, TRACT 25 AND HOWARD JOSEPH COX JR. MEADOW RIDGE ESTATE \ \ OWN�R: COOPERZEDAH II LLC VOLUME 1995, PAGE 577 PHASE 2\ \ \ D.R.C.C.T. 16 15 14 13 12 11 10 9 8 7 VOLUME Rs PAGE 496 3 2 1 5 10 9 8 7 6 5 4 3 2 1 P.R.C.C. T. 47 y \ \ \ 24 23 22 21 20 19 18 17 16 15 14 13 12 30 29 28 27 26 22 21 20 19 18 5 4 3 2 1 34 33 32 31 30 29 28 27 26 25 24 23 yLL \\ \\ \\ 1 25 11 2 1 1 46 23 17 6 O O \ -Y,L \ \ \ 22 \ 01 \ \\ \ MARGARET DR. 24 LEYLAND DR. JACKEL DR. 10 ' 3 45 24 16 7 EMMA DR. - - rn 21 \ \ 0 - - H - - - - A D \ ` N, \ \\ \ 8 00 g APPROXIMATE 21 1 23 4 44 CV r 25 O 11 10 15 8 EO 8 9 \ O LOCATION OF w w o 20 \ Z \\ \ \\ 1g O 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 YOUNG KIM AND TIM �Uj z 100-YR FEMA Q Q 14 9 7 10 A \ MUELLER `\ 7 18 1 m 8 LOMRDWAY CASEPNO. 1 20 2 1 22 5 1 1 43 26 1 12 9 1 19 INSTRUMENT NO. 17-06-1736P 13 10 35 L \ 2017060800074130 17 1 7 DATED APRIL 16, 19 3 21 6 42 27 1 1 13 8 1 1 1 11 6 11 18 O.P.R.C.C.T. \ 0 9 8 - 2018 12 20 �' 17 1 6 11 1 34 21 -0 5 12 ��, ` OPEN SPACE \ \\ OOpp � 1s 10 1 _ _ 19 12 �2 O \ BLOCK A \ 17 11 6 � 18 ` 4 20 7 41 28 14 7 33 / 16 / LOT 1X \ \ \ 5 9 \ 15 12 JENKINS DR. 22 18 <O� 4 13 / \ M 5 I I 17 5 19 8 1 1 40 29 15 6 0 32 �9 3 14 - - 13 \\ \ \\ 4 \ \ 13 p 1 1 0 @ 24 1 oC 14 O 0 23 15 \ \ 14 8 U 0 18 9 39 30 1 z 1 16 5 1 0 C7 1 31 16 2 15 \ \ \ 3 4 OPEN 3 16 6 0 O z 23 2 0 \ pQ 6 7, SPACE/DETENTION 3 a Q w O 24 9 17 moo, J� BLOCK N_ W v o 30 oG 1 / GP i \` 2 OP�ZO 4 5 3 I' LOT 1X I 1 15 7 Q 17 10 38 31 17 4 1 22 3 ¢<� �OQ 1 �'0 O / �6 R000 OPEN SPACE \� BLOCK V Y) 4 \ 1 I 1 1 16 11 1 1 37 32 18 3 1 21 4 } 26 25 ��� 3 2 OPEN SPACE LOT 1X \ © GQ 3 9 2 14 1 1 N �Q 10 ' 1 29 28 27 4 RG� / \\ BLOCKOT XB '" 3 \ 1 1 1 1 20 5 EO 5 �� \ 2 11 s 15 12 36 33 19 2 � � / 7 1 � 1 13 / \ 1. / 2 O 1 12 � PGA . I 19 6 1 OPEN SPACE 1 I 35 34 O 20 O 1 / 7 6 2. BLOCK T \ ni�q� 1 13 00�� @ 36 I ' 12 14 13 F H 18 7 10 U 8 4 5 \\ 1 LOT 1X �'q0 14 18 VCP OUTFALL H 10 - - _ \ 36"RCP 13 12 11 10 s 3 © 3. RBgc\ \ 1736 "RCP - EMERSONDR. - / B 1 2 9 8 \ 1 4. ONE PG 10 z O 19 2 O\\ \Cq0 16 5X3 RCB 6 5 4 3 2 1 Oi3 14 15 16 AMENITY CENTER ���\�s 1 f 12 \ cPS,� ` X3 RCB 9 8 7 17 OPEN SPACE 1 cry 13 / 5. cj 18 3 12 4'C, 6 1 1 BLOCK I 4 2 z 15 F 6 23 LOT 1X 1^' � 14 / �L 8 15 19 24 - - - - - O o 17 4 11 O \ ` 20 �Q' RG , 26 25 1 1 9 3 w } Q �r \\ 21 ' 1 12 13 14 15 16 17 18 X 12 11 10 9 8 12 11 10 1 SAVE AND EXCEPT o 16 5 10 \ q�A\ 23 22 I 22 10 11 7 16 4 CRAIG CURRY (29.5%) 0 0 15 0 \/ 1 \ ` ` t - - °�° 17 1 FRISCO PLATINUM 4S&C, LP (29.5%) of 6 g I HARBOR OAKS DR. BUXTON PARTNERS. LTD. (11.5%) W 13 \ 1 ` (7) 36" RCP 21 _ - - 5 2• INSTRUMENT NO. 20160519000615390 14 7 8 U 15 14 O \ 2 \ 1 ` OI B 37 36 \�Q 18 / 1 0.P.R.C.C.T. < ® 15 \ ` ` I 7 6 5 4 3 2 1 6 5 4 3 2 1 00 42 41 40 39 38 \ 6 .� 1s / 20 / FOUR QUARTERS ENTERTAINMENT LTD. (29.5%) 13 3 8 INSTRUMENT NO. 20170207000173060 EMERSON DR. 42"RCP \ 14 \ 9 O �0 20 O.P.R.C.C.T. NNA TEXAS LAND LT � INSTRUMENT NO. 12 - \ 4 \\ % 19 �, 1 7 T B 35 201407180000750570 1 Q OPEN SPACE/ I 34 0.P.R.C.C.T. 2 \ 13 Z OPEN SPACE/ \ 11 10 9 8 7 6 5 4 3 Z \\ DETENTION POND 18 �'0 11 12 13 14 15 16 DETEBLOCK POND / 31 32 33 5 BLOCK 1 10 OUTFACE B 22 s \ LOT 1X `\ 8 LOT 1X �<v �� 12 n'A \ 17 _ 10 o? OUTFALL A 23 j 6 BROOKSIDE DR. Z 7'X4' RCB Q 24 30"RCP _ -1�, 9 00 OPEN SPACE/ 1 25 \\ n \ 7 ` ��L I 14 13 12 11 10 v DETENTION POND 26 10 16 ` 15 BLOCK B 28 RETAIL 27 30" RCP I I� \\ I LOT 2X F BLOXK S L OUTFACE F L I 30 29 / ` 9 ( � \ 1 OUTFACED _ 24" RCP ' 1 OUTFACE J � OUTFALL C ' (2) 6'X5' RCB _- -- -- -- --�xrs�-- -- -- -- -- -- -- -- -- -- --- 5'X4' RCB (7) 36" RCP (7) 36" RCP ROSAMOND PARKWAY ROSAMOND PARKWAY PROPOSED OUTF - - - - - - - - - NG �,�, r I 1 (120R.o.w.) STRUCTURE 1 (2)S6I X5' RCB - - - - - - - - - -- STRUCTUR -----------------r------------�•Tl------------------- -------------���� - - - - - - - - - - - - - - - - ANNA HIGH SCHOOL #1 ADDITION I APPROXIMATE LOCATION I �/► �� I APPROXIMATE LOCATION OF 100 1 VOLUME 2011, PAGE 176 1 OF 100 YEAR FEMA YEAR FEMA FLOODPLAIN i ANNA ISM PARK ADDITION LOT 1 LOT 2, BLOCK 1 FLOODPLAIN EFFECTIVE I 1 VOLUME 2006. P. R.C.0 PAGE 326 1 I ZONE AE PER LOMR I I I EFFECTIVE E NO. 17 06 1 736P MR 1 CASE NO. 17-06-1736P I % I L 1 I DATED APRIL 16, 2018 1 ! , I I DATED APRIL 16, 2018 I I ABS A0559 GUINN MORRISON 1 L ANNA ISO PARK ADDITION LOT 2 WIDE EXISTING DRAINAGE N SURVEY, SHEET 1, TRACT 1 i , VOLUME 2006. PAGE 326 I EASEMENT NAGE OWNER: B 1 ABS A0559 GUINN MORRISON I OWNER: ANNA CITY OF , P.R.C.C.T. SURVEY, SHEET 1, TRACT 102 I CRAIG CURRY OWNER: BLOOFEILD HOLMES LP. I ` 1 EXISTING 80' GREATER TEXAS LAND RESOURCES, LP WIDE DRAINAGE Preliminary Plat for Review Purposes Only 10950 RESEARCH ROAD EASEMENT �� I I 1 1 Chairman, Planning and Zoning Commission Date City of Anna, Texas Approved for Preparation of Final Plat Mayor, City of Anna, Texas Date FRISCOI TX 75033 CCU RRY@TXLANDRESOURCES.COM (214) 387-3993 DEVELOPER: LGI HOMES - TEXAS, LLC 1450 LAKE ROBBINS DR. SUITE 430 THE WOODLANDS, TX 77380 ELAINE.TORRES@LGIHOMES.COM (281) 210-5484 SURVEYOR/ENGINEER: PAPE-DAWSON ENGINEERS 5810 TENNYSON PKWY, STE 425 PLANO, TEXAS 75024 JGOOD@PAPE-DAWSON.COM 214-420-8494 LOCATION MAP SCALE: 1 "= 150' 0' 150' 300' 450' LEGEND O OTE: PROPOSED STORM DRAIN EXISTING STORM DRAIN CURB INLET FLOODWAY FLOODPLAIN PHASE LINE 5' WALL MAINTENANCE EASEMENT THE PROPERTY IS IN THE CITY OF ANNA. EXISTING ZONING IS PD NO. 797-2018, AS APPROVED BY THE CITY COUNCIL ON DECEMBER 11, 2018. ALL PARK AND PRIVATE OPEN SPACE WILL BE MAINTAINED BY THE HOA. BEARINGS ARE BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (NA2011) EPOCH 2010.00. THE SUBJECT PROPERTY IS LOCATED IN DESIGNATED ZONE X AND ZONE AE AS ILLUSTRATED PER LOMR CASE NO. 17-06-1736P, WITH AN EFFECTIVE DATE OF APRIL 16, 2018. THIS DOCUMENT IS RELEASED FOR "REVIEW PURPOSES" UNDER THE AUTHORIZATION OF ASHLEY N. WILLIAMS, P.E.#117989 JULY 29, 2019. IT IS NOT FOR CONSTRUCTION OR PERMIT PURPOSES. PRELIMINARY STORM LAYOUT SHADOWBEND PHASE 1 & 2 LOTS 1-34, 1 X, BILK A; LOTS 1-42, 1 X, 2X, BILK B; LOTS 1-12, BILK C; OTS 1-13, BILK D; LOTS 1-35, BILK E; LOTS 1-47, BILK F; LOTS 1-14, BILK G; OTS 1-20, BILK H; LOTS 1-10, 1 X, BILK I; LOTS 1-26 1 X, BILK J; LOTS 1-16, LK K; LOTS 1-18, BILK L; LOTS 1-30, BILK M; LOTS 1-21, BILK N; LOTS 1-24, X, BILK O; LOTS 1-19, BILK P; LOTS 1-23, BILK R; LOTS 1-15, BILK S; LOTS 1-19, 1 X, BLK T; LOTS 1-15, BILK U; LOTS 1-4, 1 X, BILK V. BEING 138.8 ACRES SITUATED IN THE J C BRANTLEY SURVEY, ABSTRACT NO.114 CITY OF ANNA, COLLIN COUNTY, TEXAS. PLANNED DEVELOPEMENT (ORDINANCE 797-2018) PAPE=DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5700 W PLANO PKWY, STE 2500 1 PLANO, TX 75093 1 214.420.8494 TBPE FIRM REGISTRATION #470 1 TBPLS FIRM REGISTRATION #10194390 2 OF 2 SHEETS THE CITY OF Anna AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for Neighborhood Credit Union located at Block A, Lot 6 of the Wal-mart Anna Addition. SUMMARY: Jones Carter, the representative for the owner of the property, has submitted a site and landscape plan for Neighborhood Credit Union located at Block A, Lot 6 of the Wal-mart Anna Addition. The site contains approximately 1.58 acres of land that are zoned PD for commercial uses. They are proposing a new 1,990 SF Credit Union. STAFF RECOMMENDATION: Approval of the Neighborhood Credit Union site and landscape plan. ATTACHMENTS: Description Upload Date Type Location Map 7/31/2019 Exhibit Site Plan 7/31/2019 Exhibit Landscape Plan 7/31/2019 Exhibit Building Elevations 7/31/2019 Exhibit ■ IIIIII �.�il��� ° WAI"ART HA T� ACCESS y n 6 -� Q ° °° d' J ° d d m ° ° ° 1d d �' 1 Li J �52.4' '°d d P ° ° 42.5 65.1 p ° 7° M o d M \-ET--d M= �200 3 M - , ° 1 ° I d ° ° W W WI EXISTING 12" WATE" S 89* 777 °Id d AJ EXISTING FIRE HYDRANT PERMITTED CURB CUT AREA - - - - - R d INST. NO. 20150602000647420 •V •V 2 -V / + �Y �V �, W 0.. R.C.C.T. W W WI 1 I J °° d W + W .� y �Y InI �TT i I w w I w w .v w .v w .v .b w w I w w w w1 I L 'o. ° I EXISTING 12" WATER .� I ��// 1 ° W W W + 1V 1V V 25' SEWER & WATER ESMT. I1*:E Y �Y Y 5 SIDE SETBACK VOL. 2017, PG. 459 a d ° d w + + w .v .v w PI w .v m J ° d .R.C.C.T. D ° J W W W W W W .V W W I W I W W WI OZ °p ° w W w w + w W W V y I Q• j° w 1 41 w W W w W W w W 46' ACCESS ESMT. + 41 + + + W PROPOSED 24' INST. NO. 20150602000647420 y + +V y y y ,y ,y I & VOL. 2017, PG. 459 I FIRELANE / 1 P.R.C. C.T. �V W W �Y �Y �Y �Y �Y W i 0 1 J - 1 •v .v .v .v .v .v .v .v w w J J I /J J° •� 1W W O� w W II w m r /° I/ W * I w w .V w w w w w w I +V .� W ail ° 1 I � 1 W W W W W W W .v .v W .v � 1 .� .v .v •� J ° ° ° d + + I + + �Y �Y 4V 1V �Y �Y + 4V �Y t-I y y1 J - - - - , TOP' OF SSWR RIM + 1W W W W W y W .y W I W FL IN (W) = 698.07 EXISTING 6" SSWR I FL OUT (S) - 697.86 I ° '4 z l ° y 1W W W W W W -W - W- W- -�-•►� I w 1 J _ - - - 1 ° ° W W W W �Ir Jc WW i WW WW ww J °d d W W I W 17.5' SEWER ESMT. `i' `V `V `V `V r + }i + VOL. 2017, PG. 459 _ W y y I 1 ` P.R.C.C.T. + / d 6` A J S 87.12' 1' W 139.61' \ ° 'I a,J ° ° 4 d d ° ° PROPOSED 6" SSWR SERVICE ° d d ° d I d d /J°° °/J °° EXISTING 12" SSWR Jd I I I ° EXISTING 12" WATER ' J 15' UTILITY ESMT. ° d° ° ' ° /J VOL. 2014, PG. 276 )�� I d P.R.C.C.T. ° ° I I �t ° J ° I EXISTING FIRE HYDRANT ° ° d °' °� 1168 ° EB �� 1 I +n 1 t1 d "r ° d ° I Jd d w I � ° d ° I _ d X ° � 1 1 n� J ° ' d ° I � d ° J ° ° ° ° d � J - � J ° J d d141 , d .4�°/J ° J ° d J ° ° ° J° d / / I I --------- - - - - - - - - - M M M TOP OF SSWR RIM = 704.00 / FL IN (N) - 695.26 FL OUT (E) = 694.59 ip FL IN (S) - 694.68 TOP OF INLET 702.71 FL IN (W) = 696.01 FL OUT (E) = 695.45 NE/GHB0RH000 51.4' APPROXIMATE LOCATION I CREDIT UN/ON \7L OF EXISTING WAL-MART ENTRANCE / ANNA -- 2N Pop 904 PROPOSED 1 " IRR. METER PROPOSED 3" DOM. METER • °® °w0v ° PROPOSED BACKFLOW PREVENTION ° 92.3' ° ° ' ° J ° EXISTING FIRE HYDRANT VI3 ° M M M 00'° M M °M ° ° 4,1 W /J ° °J ° PROPOSED 3" DOM. WATERLINE �- - - PROPOSED 6" FIRE LINE PROPOSED DUMPSTER W/ 7' HIGH I s d MASONRY ENCLOSURE l / I I I ° PROPOSED DRIVE-THRU ° ° AND CANOPY d / THREE (3) CARS CAN BE STACKED WITHIN EITHER o / DRIVE-THRU LANE l II ° 01 Id d ° ° g Al 1 25' FIRELANE, ACCESS, UTILTY & DRAINAGE ESMT. ° VOL. 2017, PG. 459 l d J I P.R. C. C.T. 4.0' 1 I tv /I rn ° d / / ° ° I SIDE SETBACK I I° ° I p °/ o I °° I I 9•01 I SIDEWALK TO ALLOW FOR 2' I I CAR PARKING OVERHANG fl N 0 10 IJ 1 _ J•. I Q IIlly° I d I f I' ° ,J I d ° I J I 4 °/d IU I 1°d ° I BORHOOC)\\. o P °' IT UNION J a d° J )90 S.F. / I ° 702.75 ° J 1 A. 1 I EXISTING 18" STORM �■ + /y / /J ° I 15' DRAINAGE ESMT. ° / TOP OF GRATE INLET 698.64 VOL. 2017, PG. 459 I P.R. C.C.T. ti FL OUT (E) = 692.07 ° d d ° / I d - rn W ----- a-�--d u, °---------- - - J ° -a - c - -1 - 1 - - - - �- - - - - - - - - - - - - --- d 91 ° - PROPOSED MONUMENT SIGN J ° 94 3' ° �' E SIDEWALK TO AORI ALLOW FOR 2' SHARED �,CESS 4 °Q CAR PARKING OVERHANG ° ° J d ° 1 ,--------____- - - ° ° d ° ° --' -- - - - - - - - - - - -- J I ° ° ° d ° 1 J d 25' BUILDING SETBACK ° ° d ° ' VOL. 2017, PG. 459 NE IIIIIIIIIIIIIIIIIN _ _ _ _ - - - P.R.C.C.T. - - - - - - _ Z EXISTING 12" WATER TOP OF SSSWR RIM = 700.56 M M / FL IN (W) - 693,50 TOP OF SSWR RIM = 702.61 M M FL OUT (E) = 693.47 M FL IN (W) = 694.29 FL OUT (E) = 694.27 W wW wW w WW W a TOP OF INLET = 697.85 20' WATER & UTILITY ESMT. FL IN (W) = 691.05 VOL. 2017, PG. 459 FL OUT (E) = 689.59 P.R.C.C.T. WHITE ROAD f 455 (WHITE ROAD) M M 0 5 10 20 40 60 SCALE: 1" = 20' SUBDIVISION LOT NUMBER ADDRESS PROPOSED USE ZONING DISTRICT LOT A R EA (N ET) LOT AREA (GROSS) LOT COVERAGE BUILDING SIZE TOTAL FLOOR AREA Coffman -5 GENERAL INFORMATION 4� -7 WAL- MART ANNA ADDITION LOT 6, BLOCK A N/A BANK/FINANCIAL INSTITUTION C-2 48,569 S F / 1.11 AC 68,847 SF / 1.58 AC 36% 1,990 SF 1,990 SF PARKING PARKING REQUIRED 3.5 PER 1000 SF =1,990 SF/1,000 * 3.5 = 7 STALLS HANDICAP STALLS REQUIRED 1STALL PARKING PROVIDED 16STALLS PROVIDED HANDICAP STALLS PROVIDED 1STALL EXISTING LEGEND EXISTING RIGHT OF WAY -- EXISTING LOT LINE EXISTING FIRE LANE FIRE HYDRANT OO WASTEWATER MANHOLE PROPOSED LEGEND �FFJLM FIRE LANE SHARED ACCESS DRIVEWAYS w w PROPOSED WATERLINE PROPOSED WASTE WATER LINE RIP RAP LINED CHANNEL F7 SIDEWALK L� EXISTING PAVEMENT LANDSCAPE AREA OX PARKING COUNT - -.- III 0 DEVELOPER HILL HOLDINGS, INC. LEVEL 5 2018 POWERS FERRY ROAD SUITE 750 ATLANTA, GA 30339 TEL (404) 761-0008 CONTACT: DAVID LAPP ili ■ ■ glayiM■, JONES I CARTER, INC. 6509 WINDCREST DRIVE SUITE 600 PLANO, TEXAS 75024 TEL (972) 488-3880 FAX (972) 488-3882 CONTACT: SHAWN GRAHAM, PE Z 0 W I= LL Ln O 0 Z � � W 2 ra � L oo bA � 41 x ) � o Q v o c � rI w 03 p Co En Y V)5 W 00 L a `° -- Z - L N Oo s co 10 m o x � M V J ]C U tU/f CIO CoCo } p LU in w z 3: z U w Y U U Q CrLL, o z Oro o = o Vf M a U) a a z Lnn m R INTERIM REVIEW Not intended for construction, bidding or permit purposes. Engineer: MATTHEW K. LOOS P.E. Serial No.: 128869 Date: JULY 2019 L•J Z LLI a OC Z V Z a QLL 0 0 ~0 GJ T i oc 0 W V_ W z SHEET NO. OF :\15234\15234-0003-00 Wal-Mart Anna Addition\2 Design Phase\CAD\Exhibits\Site Plan Submittal\19-0722 Site Plan Submittal.dwg mkl: August 01, 2019 t5 1 1, u 1 t 1r m N1 :t1 H LANDSCAPE AREA TURF: 13,905 SF VI/ALMARTSHAREDACCESS LOOP ww ww ww ww ww DRIVE C2M LiM M M M® M M M M M S 89°44' 2" E 215.12' _ TRASH IENCLOSURE I I I o EXISTING ACCESS 1 3 DRIVE LM - 104 sf = 1 I 25'-0" SEWER MC - 11 - METAL EDGING BETWEEN 1 & WATER TURF AND SHRUB BEDS, TYP. EASEMENT LANDSCAPE AREA 0 1 I ® ® SHRUBS: 383 SF oo :3: 46'-0" ACCESS EASEMENT LANDSCAPE AREA 1 0 TURF: 2,773 SF o----------- �' z 1 25,-0" RING ROAD I 1 ACCESS EASEMENT — J ww — m' — ww ww ww ww ww Qf m m m 1 zm ix - LANDSCAPE AREA S 87° 1 2' 1 1" W 139.61 ' I I TURF: 1,015 SF I 1 UL-1 15'-0" UTILITY 1 EASEMENT 1 LANDSCAPE AREA ISHRUBS: 401 SF I LANDSCAPE AREA 1 1 IV-5� TURF- 3,040 SF I BT - 3--\\ °0 1 LOT 1, BLOCK 1 CVS ANNA ADDITION VOL. 2014, PG. 276 P.R.C.C.T. LANDSCAPE AREA TURF: 3,330 SF M — OHP OHP IRRIGATION ww ROPOSED DNCRET PAV I N EXISTING SIDEWALK EXISTING EDGE M - OF PAVEMENT - LANDSCAPE AREA TURF: 3,541 SF u 25'-0" FIRE LANE, UTILITY, ACCESS & DRAINAGE EASEMENT I LANDSCAPE AREA TURF: 727 SF U N I Ln w IN ' Ln 0 Ln I � LANDSCAPE AREA TURF: 4,610 SF MONUMENT SIGN EXISTING E DRAINAGE BASIN G LANDSCAPE AREA SHRUBS: 581 SIF - ( z \ �z� - LANDSCAPE AREA o UD w TURF: 225 SIF - ---- 22 - NH LANDSCAPE AREA C: A LI - 1 1 - LI SHRUBS: 337 SF m r SHARED ACCESS DRIVE 164 sf D- LM cn -n m9°�a 14-IV mDm 1 n D _ ... W m _-- - r- - — — cn EXISTING EDGE -- — m W OF PAVEMENT �F� 00 iv b C)M m o D - D Z mWz cnc� M M - n 0 o m D-n n o - m m� m U�� - - - -ww ww— wrr �y W, ww ww - LANDSCAPE AREA SHRUBS: 292 SF LANDSCAPE AREA TURF: 597 SF LOT 6, BLOCK A UL-1 WA —M RT1-. AN A DDITIO VOL 27, PC. 54 PC. .T. -JW NEIGHBORHOOD CREDIT UNION o� io�io► WHITE ROAD F. M. 455 (WHITE ROAD) ROOT BARRIERS AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES NOTE: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE ® PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF Know what's below. UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE Call VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN before u d' . i 9 EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL - CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK. AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH OVER WEED BARRIER CLOTH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. PLANT SCHEDULE TREES CODE QTY BOTANICAL / COMMON NAME CONT (B LI 2 LAGERSTROEMIA INDICA CONT CRAPE MYRTLE (MATCH WAL-MART) D UL 2 ULMUS PARVI FOLIA 'LACE BARK ELM' CONT CHINESE ELM TREE SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT BT 7 BERBERIS THUNBERGII CRIMSON PYGMY 5 GAL CRIMSON PYGMY BARBERRY IV 23 ILEX VOMITORIA 'NANA' 5 GAL DWARF YAUPON • JW 28 JUNIPERUS HORIZONTALIS 'WILTONII' 1 GAL BLUE RUG JUNIPER OMC 11 MYRICA CERIFERA 5 GAL WAX MYRTLE • ' NH 22 NANDINA DOMESTICA HARBOUR DWARF 5 GAL DWARF HEAVENLY BAMBOO GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE 3-5 CANES, 1.5" OVERALL CAL. 6'-8' HT 3" CAL. 10'-12' HT SPACING SIZE 4' OC 4' OC 4' OC 2' OC SIZE 24" HT MIN 36" HT MIN SPACING LM 268 SF LIRIOPE MUSCARI 'AZTEC' 1 GAL 12" OC AZTEC LILY TURF SOD/SEED CODE BOTANICAL / COMMON NAME CONT CD CYNODON DACTYLON HYDROMULCH BERMUDA GRASS CT CYNODON DACTYLON 'TIF 419' SOD BERMUDA GRASS LANDSCAPE CALCULATIONS SITE LANDSCAPE AREA PARKING LOT LANDSCAPE TOTAL SITE AREA: 68,847 SF LANDSCAPE AREA REQUIRED: 136 SF (8 SF / STALL) LANDSCAPE AREA REQUIRED: 6,885 SF (10%) LANDSCAPE AREA PROVIDED: 1,105 SF LANDSCAPE AREA PROVIDED: 35,757 SF (52%) TREES REQUIRED (1 TREE PER 10 SPACES): 2 TREES PROVIDED: 4 STREET YARD ONE TREE PER PARKING ROW TERMINUS: PROVIDED LANDSCAPE SETBACK REQUIRED: 20' TREES WITHIN 65' OF EVERY PARKING SPACE: PROVIDED LANDSCAPE SETBACK PROVIDED: 20' LANDSCAPE AREA REQUIRED: 683 SF (15%) DUMPSTER SCREENING LANDSCAPE AREA PROVIDED: 3,618 SF (79%) EVERGREEN SHRUBS (6' HT.) PROVIDED TREES REQUIRED (1 TREE PER 40 LF): 5 TREES PROVIDED: 0* MONUMENT SIGN BASE LANDSCAPE AREA REQUIRED: 160 SF PARKING SCREENING LANDSCAPE AREA PROVIDED: 295 SF EVERGREEN SHRUBS REQUIRED (75%): 55 LF (73 LF * 75%) EVERGREEN SHRUBS PROVIDED: 55 LF * STREET FRONTAGE TREES OMITTED IN EXISTING UTILITY EASEMENT, WHICH ENCOMPASSES ENTIRE SETBACK LANDSCAPE AREA. GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. 0' 15, 30' 60' Scale 1 " = 30' EVERGREEN D E S I G N G R O U P (800)680-6630 15305 Dallas Pkwy., Ste 300 Addison, TX 75001 www.EvergreenDes i gn Group. com z O W cc v 0 z U O m m } m p w O w Zz z w LU 0 Y U = U Q o rn z N m O o m N O V cn } m a � Ln di L U 0 z m 0 �,pNDSCd o� 0 Ch *0 0m° N� °° • 33 5 B •.•°• Q� °••°°°°°°••• ! l� 07/29/2019 L�J Z M F_ a � z V z Q QLL 00 00 O m W z Z W Q 0— J Q n CU CD cn z o� Z Z Q J J 0— SHEET NO. LP-1 OF II sers\cmros\Dropbox (Rodney)\EDG - Shared\2019\Neighborhood CU - Anna TX\NCU Anna TX LP.dwg cmros: July 29, 2019 L'7 u �I vl »1 �1 u 6 u s PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B. SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY DENSELY BRANCHED ROOT SYSTEMS NON -POT-BOUND FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE -ROOT TREES ARE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. D. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. E. COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED. F. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL -TESTING AGENCY (SEE BELOW). G. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. H. TREE STAKING AND GUYING 1. STAKES: 6' LONG GREEN METAL T-POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. I. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL. J. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: I. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS. TRASH. OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. C. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. D. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON -SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON -SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF -SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON -SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1 %2" TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE C. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). E. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. F. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. G. HYDROMULCHING 1. TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. WINTER MIX (OCTOBER 1 - MARCH 31) 50# CELLULOSE FIBER MULCH 2# UNHULLED BERMUDA SEED 2# ANNUAL RYE SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) 50# CELLULOSE FIBER MULCH 2# HULLED BERMUDA SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER 2. SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. GENERAL 50# CELLULOSE FIBER MULCH 15# 15-15-15 WATER SOLUBLE FERTILIZER SEED RATE PER LEGEND H. MULCH 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS. 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. I. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. LEGALLY DISPOSE ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. J. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. K. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. (DROLLED-TOPSTEEL EDGING PER PLANS. OTAPERED STEEL STAKES. MULCH, TYPE AND DEPTH PER PLANS. O OFINISH GRADE. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. STEEL EDGING SCALE: NOT TO SCALE DISTANCE PER PLAN 24" MIN. TO EDGE OF MATURE CANOPY O CURB. OMULCH LAYER. (DPLANT. OTURF (WHERE SHOWN ON PLAN). PLANTING AT PARKING AREA SCALE: NOT TO SCALE OPEN LANDSCAPE PARKWAY TO 10' I I I I I I LO I ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE OTYPICAL WALKWAY OR PAVING O2 TREE TRUNK OTYPICAL SYMBOL FOR LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. OTREE CANOPY OTYPICAL PLANTING AREA OTYPICAL CURB AND GUTTER NON -CONIFEROUS TREE STAKING EXAMPLES (PLAN VIEW) 1 I® ®I ® 440 PREVAILING PREVAILING WINDS WINDS TREE �;ffING A SCALE: NOT 2X (DTREE CANOPY. O2 CINCH -TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. O3 24" X 3/4" P.V.C. MARKERS OVER WIRES. O4 GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. OPRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. OTRUNK FLARE. OMULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. O8 FINISH GRADE. OROOT BALL. 8BACKFILL. AMEND AND FERTILIZE ONLY AS 8 RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 UNDISTURBED NATIVE SOIL. 12 4" HIGH EARTHEN WATERING BASIN. GFINISH GRADE. G NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2%4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. (DSHRUB, PERENNIAL, OR ORNAMENTAL GRASS. OMULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. OFINISH GRADE. OROOT BALL. OBACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. OUNDISTURBED NATIVE SOIL. O3" HIGH EARTHEN WATERING BASIN. OWEED FABRIC UNDER MULCH. SHRUB AND PERENNIAL PLANTING SCALE: NTS FOUAL 'LANT CENTER (TYP.) EDGE OF PLANTING AREA NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA: TOTAL AREA / AREA DIVIDER = TOTAL PLANTS PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER 6" 0.22 18" 1.95 8" 0.39 24" 3.46 10" 0.60 30" 5.41 12" 0.87 36" 7.79 15" 1.35 2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER STEP 1: 100 SF/1.95 = 51 PLANTS STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL PLANT SPACING SCALE: NTS EVERGREEN DESIGN G ROUP (800)680-6630 15305 Dallas Pkwy., Ste 300 Addison, TX 75001 www.EvergreenDesignGroup.com Vf z _0 _N W v ro 0 O z m co p 0 z LU w z ]C Q C7 w cr LnLU = o U m z ON m O :6 o = N v� m a Ln iii w O U p z Ln m O NDSCgpF e• DSE ,p •maye C? . fx• �i Nib{ Z 33 5a P� Z 0 Z W Q orc' z V z Q In O 0 H �o li 0 W V W Z 07/29/2019 V Z O 1 nw U Q U rUn w v, '^ z W J U) J 1 W 0 SHEET NO. LP�2 OF C:\Users\cmros\Dropbox (Rodney)\EDG - Shared\2019\Neighborhood CU - Anna TX\NCU Anna TX LP.dwg cmros: July 29, 2019 MATERIAL AREA CALCULATIONS NORTHWEST: MASONRY 394 S.F. WINDOW FRAMING/GLASS: 53 S.F. METAL COPING TRIM: 17 S.F. TOTAL: 464 S.F. NORTHEAST: MASONRY: 519 S.F. METAL DOOR: 27 S.F METAL COPING TRIM: 21 S.F. TOTAL: 576 S.F. SOUTHWEST: MASONRY: 226 S.F. WINDOW FRAMING/GLASS 53 S.F. METAL COPING TRIM: 21 S.F. TOTAL: 300 S.F. SOUTHEAST: MASONRY: 308 S.F. WINDOW FRAMING.GLASS: 53 S.F. METAL COPING TRIM: 14 S.F. TOTAL: 375 S.F. NORTH: MASONRY: 132 S.F. METAL COPING TRIM: 5 S.F. TOTAL: 137 S.F. ROTUNDA: MASONRY: 92 S.F STUCCO: 406 S.F. WINDOW FRAMING/GLASS: 831 S.F. METAL PANEL 96 S.F. METAL COPING TRIM: 63 S.F. METAL UPPER AWNING: 165 S.F. METAL LOWER AWNING: 30 S.F. TOTAL: 1,684 S.F. I PERFORATED OR EXPANDED STEEL MESH SHADING ELEMENT ALUMINUM INSERT PANEL IN _ STOREFRONT IN LIEU OF GLASS STOREFRONT FRAME / GLASS CAST STONE ACCENT BAND - STORE pmw r + STUCCO CURVED PARAPET WALL CURVED STEEL CHANNEL /---PREFINISHED METAL COPING CAP ALUMINUM INSERT PANEL IN STOREFRONT IN LIEU OF GLASS ALUMINUM INSERT PANEL IN STOREFRONT IN LIEU OF GLASS CURVED STEEL CHANNEL STEEL SUPPORT BRACKET STONE VENEER - COLOR 1 = I •� i i',• lei w tom' P 1 A- r 4j J July 22, 2019 M� THE CITY OF Anna AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice Schwanke Consider action to approve minutes of the July 1, 2019 Planning and Zoning Special M eeting. SUMMARY: [+3r_1SAN*Ole]�Il► 141,1IT-1we]T1 ATTACHMENTS: Description Upload Date Type Special Meeting Minutes 8/1/2019 Exhibit MINUTES PLANNING AND ZONING COMMISSION SPECIAL MEETING- July 1, 2019 The Planning and Zoning Commission of the City of Anna held a special meeting at 6:30 p.m. on July 1, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum After the new commissioners had been sworn in, the meeting was called to order at 6:45 pm by Wayne Barton since there was no chairman and he was the ranking member. Members present were Daniel Moody, Wayne Barton, Alonzo Tutson, Leslie Voss, and Danny Ussery. Donald Henke and Don Callaham were absent. Staff present was Maurice Schwanke, Alexis Vanderslice, Ashley Stathatos, and Clark McCoy. 2. Elect a Planning & Zoning Chairman Commissioner Ussery made a motion to elect Alonzo Tutson as the new Chairman. Commissioner Barton seconded the motion and the vote was unanimous. 3. Training Session from Clark McCoy for the New Commission Members Clark McCoy gave a presentation to the Commission. 4. Adjourn A motion was made by Commissioner Barton, seconded by Commissioner Voss to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:27 pm. Alonzo Tutson Planning and Zoning Commission Chairman ATTEST: P & Z Minutes 07-01-19 Page 1 of 1 07-01-19 THE CITY OF Anna AGENDA ITEM: Item No. 10. Planning Commission Agenda Staff Report Meeting Date: 8/5/2019 Staff Contact: Maurice Schwanke Consider action to approve minutes of the July 1, 2019 Planning and Zoning Meeting. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Meeting Minutes 8/1 /2019 Exhibit MINUTES PLANNING AND ZONING COMMISSION July 1, 2019 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on July 1, 2019, 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 7:35 pm. Members present were Daniel Moody, Wayne Barton, Alonzo Tutson, Leslie Voss, and Danny Ussery. Donald Henke and Don Callaham were absent. Staff present was Maurice Schwanke, Alexis Vanderslice, and Ashley Stathatos. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Action on recommendation regarding the Custis Estates Development Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The development plat is located within Anna's extra territorial jurisdiction and is specifically located at 8578 Trails End Ln. The tract is in the Thomas McClanahan Survey, Abstract No. 560 and contains 5.008 acres of land. The owner is proposing to put a new mobile home and shop on the property. A motion was made by Commissioner Voss, seconded by Commissioner Moody to recommend approval of the development plat. The vote was unanimous. 4. Consider/Discuss/Action on recommendation regarding the Turbyfill Addition Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located generally on the North side of County Road 177. One of the proposed lots within the plat has an address of 5150 County Road 177. The tract is in the Joseph Mitchum Survey, Abstract No. 590 and the John L. White Survey, Abstract No. 104. It contains 7.382 acres in total and will contain 2 lots. A motion was made by Commissioner Ussery, seconded by Commissioner Moody to recommend approval of the final plat. The vote was unanimous. 5. Consider/Discuss/Action on recommendation regarding the Altice/Suddenlink Addition Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the Granderson Stark Survey, Abstract No. 798. The plat contains approximately 0.936 acres covering a section of land at 921 South Powell Pkwy. The plat contains one lot. A motion was made by Commissioner Voss, seconded by Commissioner Ussery to recommend approval of the final plat. The vote was unanimous. 6. Consider/Discuss/Action on recommendation regarding the Wal-mart Anna Addition Block A, Lots 2R and 3R Replat of Block A, Lots 2 and 3. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The replat is located in the Thomas Rattan Survey, Abstract No. 782. The plat contains approximately 2.1094 acres covering a section of land at the Northeast corner of Highway 75 and White St (FM 455). This is a replat of Block A, Lots 2 & 3 of the previously approved final plat in order to add additional easements. P & Z Minutes 07-01-19 Page 1 of 3 07-01-19 A motion was made by Commissioner Moody, seconded by Commissioner Voss to recommend approval of the replat. The vote was unanimous. 7. A) Conduct a public hearing to consider public comments regarding a request by Brian Bischoff, the owner of the property. The property is currently zoned as a Commercial Planned Development. The applicant requests to replace the existing Zoning with a revised Commercial Planned Development that will allow for a canopy for individuals who are processing orders at a restaurant drive-thru. The structure will be within the Front Building Setback. The section of property is located on the Northeast corner of Highway 75 and White St (FM 455). The public hearing opened at 7:55 pm. Mr. Schwanke gave a brief explanation of the changes proposed in the Planned Development and why the Staff supports the zoning change. He answered questions from the committee. Brian Burger, the representative from Burger Engineering, explained the design of the canopy and why it is needed for the employees. He made himself available for questions and stated that they are willing to work with the City with any concerns they may have. Lynn Bryan asked if they could make the canopy look less like a car wash. Brian replied that the design is standard, and the roof is designed to accommodate heaters and fans for the employees. Kelly Patterson -Herndon asked if they could put plants on top of the canopy. Brian replied that the design is not meant to sustain something like that and would affect the heaters and fans that are installed for the employees. Nathan Bryan asked if they could wrap the columns in stone or if it would be a space issue. Brian said it shouldn't be a problem to wrap the columns. The public hearing closed at 8:07 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owners of the property to replace the existing zoning with a revised, Planned Development zoning. After much discussion, a motion was made by Commissioner Barton to approve the Planned Development with an amendment that they wrap the columns for the canopy in stone, that will match the building. The motion was seconded by Commissioner Moody. The vote was unanimous. 8. Consider/Discuss/Action on recommendation regarding a site and landscape plan for Chick-fil-A located at Block A, Lot 4 of the Wal-mart Anna Addition. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The proposed site and landscape plan is located at Block A, Lot 4 of the Wal-mart Anna Addition. The site contains approximately 1.4823 acres of land that are zoned PD for commercial uses. They are proposing a new 4,996 SF Chick-fil-A restaurant. A motion was made by Commissioner Tutson, seconded by Commissioner Moody to recommend approval of the site and landscape plan. The vote was unanimous. 9. Consider action to approve minutes of the June 3, 2019 Planning and Zoning meeting. A motion was made by Commissioner Voss, seconded by Commissioner Ussery to approve the June meeting minutes. The vote was unanimous. P & Z Minutes 07-01-19 Page 2 of 3 07-01-19 10. Adjourn A motion was made by Commissioner Ussery, seconded by Commissioner Moody to adjourn the meeting. The vote was unanimous. The meeting adjourned at 8:17 pm. Alonzo Tutson Planning and Zoning Commission Chairman ATTEST: P & Z Minutes 07-01-19 Page 3 of 3 07-01-19