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PZpkt2016-02-01
r{oox aoa�rowx AGENDA PLANNING AND ZONING COMMISSION REGULAR MEETING February 1, 2016 The Planning and Zoning Commission of the City of Anna will hold its regular meeting on Monday, February 1, 2016, at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to order and establishment of quorum. 2. Invocation and Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding "Anna Middle School" site plan. 4. Consider/Discuss/Act on recommendation regarding re -plat of " Pecan Hollow" on lots 25, 26 and 27, Block A. 5. Consider/Discuss/Act on recommendation regarding "NorthPointe Crossing PH 2" final plat. 6. Consider/Discuss/Act on recommendation regarding "Anna Crossing PH 4" final plat. Consider action to approve Minutes of the January 4, 2016 Planning and Zoning meeting. 8. Adjourn. This is to certify that I, Maurice Schwanke, Director of Planning and Development, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. January 29, 2016. 4Z6�� Maurice Schwanke Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 02-01-16.doc Page 1 of 1 Posted 01-29-16 CITY OF ANNA WiNON Invocation and Pledge of Allegiance 3. Consider/Discuss/Act on recommendation regarding "Anna Middle School" site and landscape plan. The Anna ISD is planning a major renovation program at the Middle School this spring. The Middle School is located at the southwest corner of North Powell Parkway and Rosamond Parkway. The improvements will include a new access point to Rosamond Parkway to help with bus traffic between the High School and Middle School facilities. Also planned for the future is a new elementary school at this location. The site plan has been reviewed by Staff and is being recommended for approval. SITE ROSAMOND PARKWAY MAPLE AGONY Y U ` w CHALK ROAD LOT - 1 INFORMATION ADDRESS: 1201 N. POWELL PKWY, ANNA, TX 75049, 972-924-1200 LAND AREA: 2,203,654 SF (50.6± ACRES) EXISTING FLOOR AREA: 81,730 SF PROPOSED FLOOR AREA: 35,394 SF TOTAL FLOOR AREA EXISTING AND PROPOSED: 117,124 SF LOT COVERAGE: 5.3% NUMBER OF STORIES: EXISTING BUILDING: 1 STORY NEW BUILDING ADDITION: 1 STORY BUILDING HEIGHT: EXISTING BUILDING: 29'-2" FEET NEW BUILDING ADDITION: 29'-2" FEET PARKING: REQUIRED PARKING: 403 TOTAL PARKING PROVIDED: 490 REQUIRED HANDICAP PARKING (2%) 11 TOTAL HANDICAP PARKING PROVIDED: 17 ( WHEEL STOPS SHOWN ARE 2'-0" TYPICAL OFFSET) STORAGE: DUMPSTER ENCLOSURE: 1 r- O Qo I I � O n m OD D U) I�EASEMENT, TYP. co p Z Z PROPERTY LINE, TYP. DZ�7 Co NEW ROOF SCREENING FOR MECHANICAL AT SOUTH, WEST, & EAST SIDES NATURAL NEW DUMPSTER ENCLOSURE/GATE GROUND W/ PERIMETER LANDSCAPE SCREENING GENERAL NOTES S ITE PLAN LEGEND 1. ALL DISTURBED AREAS OF GRADING ARE TO RECIEVE HYDROMULCH. SYMBOL REPRESENTS EXISTING TREE TO BE PRESERVED. 000 5 GAL. DWARF YAUPON HOLLY — AT 5-0" O.C. — LLEX VOMITORIA 'NANA' EXISTING SPECIES: CRAPE MYRTLE (C.M.) 8'-0"+/— AVERAGE HEIGHT, OAK (OA.) 8'-0"+/— AVERAGE HEIGHT, ❑❑❑ 5 GAL. ROSEMARY AT 5'-0" O.C. — ROSMARINUS OFFICINALIS OR YAUPON HOLLY (Y.P.) 15'-0"+/— AVERAGE HEIGHT. CRAPE MYRTLE — BURLAP BAGGED (2.5" CONCRETE FLATWORK (NEW) CALIPER ORNAMENTAL TREE) LAGERSTROEMIA FAURIEI NEW EVERGREEN LIVE OAK— BURLAP DECORATIVE 000° HYDROMULCHED AREA (REFER TO BAGGED (2.5" CALIPER SHADE BENCH o00o SPECIFICATIONS) NO IRRIGATION TREE) — QUERCUS VIRGINIANA O NEW DECORATIVE o.o °gae� BUR OAK-3" ICALIPER TRASH CAN W W W SOD - BERMUDA GRASS. TIE IN NEW IRRIGATION SYSTEM TO EXISTING IRRIGATION SYSTEM. N - QUERCUS MN CALIPER RELOCATED PROVIDE TEMPORARY IRRIGATION TO OBTAIN HEALTHY STAND OR GRASS. BIKE RACK WAX MYRTLE— MULTI —TRUNK (3" CALIPER EVERGREEN 4" EMPTY PVC SLEEVE UNDER PAVEMENT (EXTEND 18" BEYOND EDGE OF PAVEMENT) SHRUB) - MYRICA CERIFERA EX STI BUILD] LOT 2 ANNA ISD PARK ADDITION DOC. N0. 2006-236 O.P.R.C.C.T. — boo - 0 �o oz' N N 01 °46'00" E 2022.59' o. I N C,4 rn EXISTING HOME BLEACHERS L n n n n n EXIST SIDEWALK ICI TI G S O T IE D EXISTING VISITOR BLEACHERS CHAIN LINK FENCE E I G RID E EXISTING STEEL BRIDGE EASEMENT, TYP, Sip• PROPERTY LINE, P. \ ° cgn c� ° ° CENTER NEW TREE IN a ° a a ° FIRE LANE LANDSCAPE �0', AREA, TYP,o 25' 0 o a ho GRAVEL a ° 9 N a 0 v LARGEST CALIPER a TREES TO BE ° 10 10 °4 a EQUALLY SPACED o BETWEEN LANDSCAPE 5°° ° ISLANDS ALONG EDGE in a 6 OF PARKING, TYP, D I ° a N ° z ° O I EXI T SIDEWALK �5' a , 0 25' r40 ° 10 ° 109'-O" EXI TING I o a I ADA BUILDING �n o RAMP & STRIPED I PATH 0 �0 Orn 4 ° CENTER NEW I ° ° TREE IN va 1 " LANDSCAPE PARKING ISLAND, TYP. w TOTAL _�999 Oj o EQ.o (J x W EXIST IDEWALK a -REP-ACE EXISTING 10o a WQ o y° a -0„ r)O ° a 10 a a NEW CONCRETE DIVE w/CURBS o 501'-9 9/16"± NATURAL GROUND I a 4 N �o0 O o m m (7 D = O ° noS°ngng - EXIST SIDEWALK K ° 6 •. N EXISTSIDEWAL — °a —— — — — — — — — — — — — — — v ° ° ° ° ° ° ° EXISTING CONCRETE DRIVE, GUTTER Q FIRE LANE p °o ° a CENTER NEW TREE IN °o DRAIN OP o , i ,Q O a a ° o ° D�7 I ° a I „ p - _ w/CURB T❑ REMAIN IN CIONCRETE DRIVE i4 fTl p �I I a a ° LANDSCAPE ISLAN�1, TYP, 1 _ R �0 _ o FIRE LANE n °�"� a �O 6'- ° ° a O N 10 g rn ;� . gggg ggnnnnn°000°nnnnnnnn ° I ° — a og g v a 6 R LOC,9TED rn o � I - - - - - TYP. °„ � °„ ° °„ , 0 an „t a ° °off o °° 85' 8 5' 0' 132' 0" 1 b32' 0" gng n�ngg° °°°ang°�° ° 10 0" a ° °° °gnarl ogng° PORTABLE ° ��° o ° �° CENTER° NEW e o ° ° ° � Z o"°° NATURAL ° °nonnnnn ng°�° 40'-0 40'-0 30'-0 10 -0" / a $ ° a 2 9'-0" a a CQNC, °nng nno nn NATURAL GROUND ° °ngn °°°°°°°° 1 6x44 ° 9 a TREES IN — — — — — — — — — — — — — — — — — — — — — — — U9 r O ° a PAD EW GROUND NATURAL NATURAL o° 9°°T. / GROUND LANDSCAPE a � cn ND NA TURAL GROU o ° v coo°°°nnono°o°o°o°°°°nonon°° O o 9 — — o GROUND ISLAND TYP. — 5' 0 m 5' °°� °° ° a a a s BUILDING m o ooa000 1 FUTURE BUS DROP OFF o x D °. 6°god on o nn©„ ° a" �' Z N r �p 0000go °°EXISTING a o� I a ° a �_ — ADDITION °gig° 2 1 1 W a w w PORTABLE ��° o a ENTR d °° 3v � � °° e. G J J a N ° ° ' ogzmo o zmo — 24X6o — — FUTURE DRIVEWAY ° a °n Q cfl m Q co / /- g°$ o �o E% ° a nix nix / — ° 0 A I ° ❑.I ° a a ° d ° �� °� ° a� y ° LL�N rT. wON ® z % ® v °°CV -8'� ❑ I / �� r ° a ° a a s g>_0�° TRY LLJ I � o a ° ° °Ia '��� FUTURE I — T — — T — aa ° O ° a EXISTING CONCRETE ❑° j ✓✓ m m m ri �L — — — ° ° DRIVE, GUTTER ENT ❑ Z x y x ° v I -- —�— a° ° 2 a 1 a 2 w/CURB T❑ REMAINr/ j ° ❑ ❑J x D c x D � 000 E RVI C E I II .{� — -- — — �— — — M. ° a Q Q ____- o�z o o�z�ng ❑TE: 20' D. & U. E. ° a EXIST CONC. °EW a DELIVERY / m c� f m �° ❑ R❑❑F T %oo ON BARD I I — — — — —�— — — O DOC. N0. 12006-236 ° ° a ° REPLACE E k ST, ASPHALT o a ° 1 boo ° / AREA / a a CONCRETE I I .qj N °°o ARdCING W/ COCRETE & I o / ❑ ECHANICAL o PARKING a1. DRIVE IL — — O P.R.C.C.T. a ° �R�-STR E CALT 2) a o o / ENT / ° °o. VAC UNITS TOTAL AND � � I I � -I- — — �— — I� 4 "I o ❑ G °° ° = T NEW = 33 PARKING, — -- — — �— — — ° o -i X a a p Y,P Z °° ❑ ❑❑ LASSR❑❑M F_ v, ° a 0 a I °°° W WING, TYP, a IFUTURE—' — — — — — — �� a 2 °O , g_ , '� I UND ADA ��� „ ������ , 9 0 NATURAL > a ° N— i ° I L — — — — — C a GROUND a m � ° _ ° a ° o �� ngnnggggn RAMPS EXISTING ❑ o ELEMENTARY I — — — ° a � a PARKING ° ° < a 22�-0"_I wm Or NEW ENTRY ° ° � I � — — — — —�— — — ° a a ¢ TOTAL °a °TIP. a- D4 ;um ° �6r �'o TRY BUILDING BUILDING ,n NEW POLE I I — — FUT -- — _ __ 4 a = �` O ° a ADA 0- o LIGHT, TYP. I SCHOOL — — 9 ADDITION RAMP & I - REF. MEPa° °I _ a° ( a o Lo i / STRIP Mon ALTERNATE— r a e e —I— — O ° a 2 ° O 1 O 5' Z ADA ®y y v °° 5' ° ❑ ❑❑ PATH m #4) I I — —I—PAR K� — - -I I ° O° I 6, TRY RAMP & R ° CENTER TREE o NEW MAS❑NR o z CENTER NEW I _ p STRIPED z' AT EACH SCREEN WALL TREE IN NEW PAVING, AREA "FOR m COLUMN BAY " I — a ° ° a ° I o Q a N 9 c PATH o 0,,Z ° OF EXIST. p F❑R ALL NEW 9y_1„ ° - LANDSCAPE — — a PARK;NG (ALT *2) ° ° a 1 "_ cy v COLONNADE aoo wo GROUND BASED ISLAND, TYP, I r I — C a a a E P E LI T, v a BOTH SIDES F71w w F71w w v MECHANICAL, -0 0" ° ° a P 1� E lv vly ` �z Ivox Nox Nox Nox�o X � TYP, P ° TRY EXIST. ° AD �� ��� ��� ����oo°n�D 5'y —�-- (Y E N E # �� o� x�� x�� x�� x��onoon°�� 5' _ ° r STONE c x D_ D_ D_ D_° ° 2 O 1 ° 2 A,y BORDER w> o w z � z z x z°°°°°°° m Z O �— I Jm� m� F7 N F7 °❑ LJ ❑ LARGEST— O a a Q a ° Q °R TREES a s o a 000 v vy y" C� ° TO BE EQUALLY I I I- -I CENTER eW THE b ° 5 ° IN AND PE 301-0" I a ° _ g'-0" $_ o v y ,v NATURAL y�y ° 10 — — — — — — N ISLAND, °fP, 1 NATURAL GROUND 9$ GROUND — v SPACED BETWEEN b o ""ram I —I— — — �— — 79'-1 "f 2`x'-0" a ° ° SIDEWALK 1 °o Ln e .` .O l ® ° �° LANDSCAPE �L1 o �9 - ° °goon°n o 0 0 o ngogonoo yo oe� wi o+ ISLANDS ALONG —- 0'-y, ° a 1 I ° 9 a 1 I `� ° ° E IST PH L 1 16 o oOoy 6 r 'd ' ° ° iD EDGE OF 90, 0„ 1 „ 1,-ju 04" " „ 5' 0" ILLL p. PARKING, TYP, L ---------------- o. O a - N" 1 - 90' O" 0 O PARKING $ — Lo BUS QUEUE 0 ° a O ° Ln O Lo °°y I EXISTING CONCRETE DRIVE, 9'-0" EXISTI G C❑NCRETEaDRIVE, GUTTER I ADA "� "' \ �� / ° oa I ° _ ADA TOTAL ADA ° r nn � ° a NEW TREES CALT #2) a ° 9 ° 1 RAMP if) GUTTER w/CURB T❑ REMAIN = 30 T�YPU Bus QUEUE RAMP FIRE LANE w/CUR T❑ REMAIN 4 ° R3 in RAMP LO ° ° alb / O of nc- = IS PH L ° ° O a DD 1 C.M. C.M. C.M. C'M, ° P 0 1$ 40'- 0 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" ^12' �A 1 0'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 1� REPLACE EXIST, ASPHALT '"m^ ZPARKING W/ CONCRETE & NATURAL ov RE -STRIPE (ALTERNATE) _ GROUND cm E NEW POLE LIGHT, LOT NATURAL N (ALERNATEF#4) P ANNA ISD PARK ADDITION C.M. � GROUND g — — _ 5' DOC. N0. 2006-236 NATURAL C.M. o N 5 -,_0, GROUND LLi 609'-2 3/8" f O.P.R.C.C.T. . P . R . C . C . T. 4'_0' °°° � I 0 6 A ) C. - �° o c° EASEMENT, TYP, `J + C o° r. o 000 � — M. > W?1 n o° N O p NATURAL ------------ -- o_ PROPERTY LINE, TYP, fi Q N O GROUND �@ EXIST. STONE C.M.. go-e BORDER cmm m ANNA HIGH ❑ og o 0 SCHOOL SIGN N _ � 20 — nog ____ ❑ 0 5 0 99 O - a ����n\ 0 '�� / °° ° O0 L � ff �O o , �84• 00 , — — FUTU R E P LAYFI E LD SZ P LAYG R O U N D FOR FUTURE ELEMENTARY SCHOOL NATURAL GROUND C.M. o° °o Lj (o — °oo v ° — ASPHALT Sg% ng ° P ngn °o °non 0a N O _ n° ° — RESLDENTIAL ADDITION — (LOTS) - - - - - ---------------- T — 946'-2" ± i PROPERTY LINE, TYP. N Q LLJ J W LL- J Z U LLJ o CD O Q I I N Ln N 0 N L0 r- U) Q x LLI Q J J Q 0 0 0 N 5 (!) Q W LEI 0_ LL. m J O O {® O u U Z 0 L) (n LLI Q w 2;0 C1i W 0 'V` Q O L Aad m < c) 0 `� c OFRALL SITS LANDSCAPE PLAN SCALE: 1 " — 60'-0" 0 NORTH 4. Consider/Discuss/Act on recommendation regarding re -plat of "Pecan Hollow" on lots 25, 26, and 27, Block A. A re -plat has been received on approximately 4.003 acres of land that is located in the Pecan Hollow subdivision located in Anna's ETJ west of F.M. 455. The property is located in the southwest corner of the subdivision. The purpose of the re -plat is to take 3 existing lots and turn it into two lots. A public hearing will be required at the City Council level. The Staff is recommending approval of the re -plat. 1-1 SITE COLLIN COUNTY ADVENTURE CAMP 3 a, 2, ------------------------------ � Inl N �YP[cHOLLOWa. 11ioz I I LOT #' It 1,2D5 ACRES �i k 52.478 sD. NJ ul i b olzo a II LOT 271? g 1.798 ACRES n 3 u ai1IIy 1216074 S0. FT. L\ la�! W�LNp101 t�� / b / LOW ihb aROrowd eaMoel b ea PlelM.a anM,vwoo. ,va°. anJ n/Wafan/ a1 IM ah e/ Mm. Tuw. M11F55 my bead MN Mo _ day of 201R AMn var.z« AoYy VmNaHo - H P 101- i o°toAulrtrn caux tOt. G 102 i WORE na. Do wM.Wnod auMerey Hefary M M wM for 1M emN of Te7ar, I , IFN dry OenayJ°1mW1. kroan b nie b 6° Xw pxaai aMe° b 1hs upbnp Mahu f wM GoLmawkdw Ik°Nod far Ma W'Ma and ewuldwadpe IFiapuW. M01 M 01Yn1 IMMOt W JVAV AND SELL d' amcr Mb _a.y of M10. \ 1 \ I \ I ______________ J Ywaff. name m wa far caw,y, rwroy y�r a r O t 1 w 1 I 1 1 I 1 1 r 1 Sd1E r-ed f NOuOw j 0' td f2O' !fa' 20 I I� N. x. i0 L07 i / 1 / 1 I i ! 1 f 1 / r �mnare 1 Owam N Iw ea im m ivm aCm w mJOBa M°/M°M°i/s edema H ad w en Me Wa/ 4,° af IV°an had proa (e0% N Ma NMMatl avow of w1I W to. �atF m swulk ai. /wei0im�w°°rw ,aa feuli°w a Y»°°0O�°saaeww""' (0°S°Ortme o &AF Laf a7y rw aw w Iwx w of .me w« x.m. W 7n a b W 4 naval a s,r„/f :/ Is/ tya foal a e fA bwA aNN M favM al Na amuM ammmr al aeN21 Pd 1ibK2 a+wp Ow waw X.a of ea/d 1 M 2C and 27 w fWeaw spr000 :r ,naaw o ewwwe rest IMae .f°°I.l fa a SA roan ~ rw wn IH,II, W d.a.ap $7 amalre it eapnde raw. I a a SA MM oloal M aM Ifadh W /dayanaur f5 ,MWr a°ea+N rrh Ito I � J* a S/S � ~ M m 24 aN al as = eun23 w N Wd W fN alit Of IM NnMaarl axnr N ua rd 111[NCr IIwM as dw~ So mtwla Sl ooemN r«h mm fow b 1M p0a11 W S[0aYN0, ONOALAp lOW awu of bn6 aMnyaM M1M141hYr 110I�ae1l rlan b ta000 Irwnloe aawaaN Me bM Mel tlO° ae NW°iem hwwn M° f� w � M O°d apw•adais m ..aud.n...N w snaeAwa Fpw.wn. of Mo ay N Ar+a iasrPwh � Ma A "is FOR FOR REVIEW ONLY. THIS DOCUMENT SHALL NOT BE RECORDDaEO FOUR ANY PURPOSE. r � w JIMl cMa"AnyM u COLLLa °O°iw."w.Iar°i°aa., n»a a°YM°w "I%'.° wl.Y MAa. o w wwAro.°e ale °MfOTiwaw+sM'mMw Mf°°°Ond a aa2°"0i.°pdadrwaw"�° thoff !w .ne,d.d Ma aw.a Ier Ma Ru,Rs a w,s ewlanawu MwW wera.wR awl Mau W Iavro Aen .a., w aMx MY _der a 2dIR I. to �Iraof N beefed .IMm ZeW 'A' ! Zara 'X' Ntl from F.LF.Y. PmiY. /5050M1lOJ. dalad June t. o3a0a0b01. yaN InuMeNen byMeIN aim,"l "Sam 000awwa4, No 1ma fined olxaflana dafNmm"m Zale 'X' - aArama OaNrmmW N Ga aufaMe 1M 0.2 x ermuel ahaaa fbadplem.a Mfy *xxa*l� Bon of underprovnd OlflllNa J. eaarinPo saw sn raeeMW Pal of Pacon Hallow (Vela N. Po' 101-102), HEALTH Or1AglYfiR CERIHICATIONf 1 harMY aerHry Mal fhe en-aNa weapa /oeBBNe daeefl4ed an we play fe7m b Me appMalle OSS/' bee of Me SbN of T�Xaa Mal NN am M Nila�°en-� Su6millb�n�Opa �aMINa� a�: In IM SURVEYOR: Boundary Solutlona P.O. Box 250 Caddo Mills, 7X 214-499—B472 OWNERS: Donald &Roxanne Terrell Revocable Trust Po Box Melissa, TX 73454 X T John k Ashley Vassilakos 292 Pecan Hollow Anna, TX 75409 ri7f'ir I /"�°'ay"i°r�.a of d°7 ay Nam' rasa ar RE -PLAT LOT 25R & 27R REPEAT OF LOTS 25-27 PECAN HOLLOW JOHN ROWLAND SURVEY, A-784 COLLIN COUNTY, TEXAS NUMBER OF LOTS: 2 TOTAL ACREAGE: 4.003 ACRES rMll SOIR u6m /"�°'ay"i°r�.a of d°7 ay Nam' rasa ar RE -PLAT LOT 25R & 27R REPEAT OF LOTS 25-27 PECAN HOLLOW JOHN ROWLAND SURVEY, A-784 COLLIN COUNTY, TEXAS NUMBER OF LOTS: 2 TOTAL ACREAGE: 4.003 ACRES rMll SOIR u6m 5. Consider/Discuss/Act on recommendation regarding "NorthPointe Crossing PH 2" final plat. A final plat has been received on approximately 32.541 acres of land that is located east of the railroad track and north of County Road 376. The owner/developer is proposing 152 lots of the tract. The civil construction plans have been approved by the City Consulting Engineer and City Staff. The staff recommends approval of the final plat. I I u ITE �T NASR CT �w COUNTY RD. 371 -'IIItA1Jp[�ej- li 0 led 2G0 333 400 SCALE, i' ION, LOCATION MAP 1/2° IflON R005ET W/YELLOW CAP STAMPED 0 'ITRA"-VNLESS OTHERWISE NOTED p 3/4' IRON ROD SETVW YELLOW CAP STAMPED Y I1/2"IRON ROD iND W/YELLOW CAP STAMPED VRX'-UNIESi OTHERWISE tJOTED ® 314"IRON ROD END W/ YELLOW CAP STAMPED "VRX' - UNLESS OTHERWISE NOTED fig AS- NOXEROF LGIHOMES-.2013 11900, 53 I HSTPUM ENF N0. 2 ,CaT. 9D01553330 D. .OR 4,954,8]5 Sp. ff. FT.00.113.730 AC. VACANTLAND 32 ir\ ,. aaa ,Yo �6 oeoS G° 45 3s \51a� 8 U\ 3 ES-NORTHACF lGi NOMFS - +20131 19WI l5C INSTRUMENT N0.2laaf. 9001553330 D, IT, OR d,954,0]554. IT, OR 113.]30AC VACANTIANO 36\^\ �;6 \ •'\) 22r'o i S� �i� 34G\ \'A33 6T� 9 31G kt` °JY,\se ° IB° s 30� sn 3] ~8 Va.`` s, Invn>29• N. 9 3] ~ "\ .g a', w B\ sofalk 39 �si IIs _C 5� \ aaea 4 am .�9' i 24 25y a- ease . 42' i\.�. \`.A ` Z �� 23e \ N 43e \ a-t x 'tz1� 2z° �45''° 10 200o vs 0 47 a6 plat / ' " / 3 YA 2 O \it A• ; 19 6 e w . 48 `\\-Ins� A-� sss' �ia-;S,- 'S4- �4 o J va va 50✓ i s 6 w s^ s \ q p tpOw 0 5tiva 2 B o vX ] Sy'' 5 3Oan 31/ ss�j ^,:°oif'vns[aeev.x'. 4 � ]0'• Be �K•y, s �� 29' 30'` US Ns.. c P3 2 8' i 27 SSr� J /140 130 9 0 26' ��" ,u, \ 15 0 ,s r 250 56 l\ i6 y° s 23 24 ` FBttzr9s 2 e 1 \ 8.'k .. �5] \ s� a 21� 22^ aa CURVE TABLE CURVE OEITA RADIUS LENGTH CN. BEARING CH. LENGTH C2 23'Sfi121° 590.00' 708.91' S09'02'21°E i 20].39' (3 OC'0 MY 50DOD 35,32' SOS'00'4D°lV 3631' C4 22' 3DDM1 137.65' S10'14'36'E 136 d5' CS 19'S0'21' 325,18' 112.60' S08'S2'244, 111.04' C6 02'00'260 325.18' 31.39' NO2'02'S9'E 11.39' C] 44° 275.00' 102.21' NU1-44'4]"\V ]01.62' C8 D4'22'22° 363,25' 27.72' H 18'433]- W 27.72' C9 I81'10'39" 49.95' 157.96' N73'09'20'E 99.90' C10 03'3]0424 17.41' N19'11'41'lV 17AV CIS 03'3]042' 19.04YN19-11*410W 1899' C12 90'00'00" S5.76' 523'59'29"W 5020' C13 21'20155" 14.90' 538'00'S8'E 1462' C14 OS'43'46" [40.W' 4.00' N8V53'08"W 4.00' C15 5]'17'45" dB,ox 5SE'36'074W 36.35' C16 5]'17'45" 40.00' 501'18'221,w 39.35' Ct] 23'00'09' 16,06' 50314'26'E 15.95' C7'45' 40.00' S43'23'22'E 36.3V C19 5]'37'45" MOD 40.00' N79'18'53°E 38.35' C20 08'35'40" 4000' 600' N46022'11'E 599' C21 90'00'00° 35.50' S5.76' S56'00'32'E 50.20' C22 ]e'S5'S4" SO.W 68.88' S23-0932-W 63.56' C24 SO'00'20' 1D.SV 14.66' 522-37.20°W 13.50' NOTES: L Basis o(Beadng - Based on the \Vert FrGjNonh 21 degrees GO minutes 32 seconds West) of the certain 113.730 acre tract of land LGI No mes-Norihpointe, 1 C, by d Bed recorded In Instru ment 28131119M1553330, Deed Records, Collin County. Texas, Situated In the SARI UEL MOORE SURVEY, ABSTRACT NO.627, Collin County, Texas, and the ROBERT WHITAKER SURVEY, ABSTRACT NO. 1011, CAllln County, Texas. FLOOD CERTIFICATE As determined je the FLOOD INSURANCE RATE MAPS far Collin County, the subject property Does Not appear 0 ire mmwithin i yPanel rlood f{a SC Area (1ro Year Flood), Juneo eK ICammite is Panel tio. d8085C00]01 subject lot Is located In Zone d If this site is not within an Chat floodhazardaarea, this Flood statement does of ImpIY Ilia[ the property damage. Oand/or Structures occasions, thereon will be free from Roodmg or hood flood e.On rare obe increagreater Foods an and will occur and ause heights maybe Increased 1by 1 ade or natural [awes. This Flood Statement Shall not create TrabnBry on the part of the Surveyor. Thelot of survey hereon is a true correct a Sad accurate representation of the property as true, by anon the ground survey , subjentnanyan all easements, reservations and restrict ons that may be of record, the Ines and dimensions of said proper being indicated by the plat There are no visible enc achme ,<onFl.ns, or protrusions except a s shown. I \ ^�1 117 `; 'aorosso \ s ss sa,. t l 31 psi'\ 27 a a a Cox) RT. <T99 I n IS-cs p r awsm r-BERKryS w1 - 5µ $G\\6] s°^P\OCF "`„o- 26 35... _ 24 w wi 4-s,.W R4rtslriv ....@{ocx r I ` am 63 \ . 0 .0 ,° • aso. -� f Im.ar . _.. .. _. a.. _. . IS' Dar �.4 u POINT OF `plooKISCUTH 64cv Gt. ;s BEGINNING: A- 13 14 15 vRccr Vex gg So D`j BLOCK'N" LOT 87 , 89 tce}1�rM _1. 66 Mp 89 j %R•Ea! . ... 3 90 n A . ............ zE l' 117 av ENGINEERJSUPERVISOR OWNER raporn EVELOPGS I •, 1 / a 92 m Pape-Dao on Engineers UDF 1450ta eRoben IJ Dr.Sui Homes i xst \� ,w.. 5700 Nest Plano Parkway5uite 2500 1450take Robbins Dr. Suite 430 °° \ star ss 93 - Plano, TX 75093 The Woodlands, Texas, j .,__ Tel: 214.420.6494 Tel: 281.362.8998 94 FINAL PIAT NORTHPOINTE CROSSING PHASE 2 -152 LOTS LOTS 10.69, BLOCK N LOTS 17-32, BLOCK P LOTS 1-32, BLOCK U LOT51-32, BLOCK X LOTS 1-12, BLOCK Y 32,541 ACRES SAMUEI MOORE SURVEY, ABSTRACT NO.627 ROB WHITAKER SURVEY ABSTRACT NO, 1011 IN THE CfTY OF ANNA, CO W N COUNTY, TEXAS L"4,e^.5rrw .rro vu 1'•`B3' s 11 2015 RS- NOREROF (RUM ENT NO.201all19 01553 STRUM ENT N .R.CC.1119W 1553330 D, IF. T. 4,954,075 SO IF. OR 113.730AC. VACATT'i CERIIFlCATE OF APPflOVAI APPROVED this dayof 2015 by the Mayor and Cry Council, CiryoFAnna, Tetras. Mayor, City Council - J VOL IsStoat 1aac, P6 ale REMAINDER OF lGi HOMES- .20131 19MI LLC INSTRUMENT N0.2p133119001553330 D.R..OR 4,954,0]5 Sq. M. OR 113.730 AC. VACANT LAND I ' ID �ts4,9s a-x19.M 11 STATE OF TEXAS § COUNTY OF GOWN § BEFORE ME, the undersidned, a Notary Public In and (or The Stale of Teaas on this day personally appeared Outriding known to me to be the person a Ad officer whose na me is subscribed to the lherridiein ng rev ors and In the aowlliedget min e that executed the same for the purposes and considerations GIVEN UNDER MY HAN D AND SEAL OF OFFICE this the _ day of 2015 Notary Public, Stale of Texas Secretary, planning and Zoning Commission Or Gry Engineer SOUNTY FCOL g COUNtt OF COLUN g BEFORE ME, the undersigned,a Notary Public In and for TheState of Texas on this day personalty ppeared known to me to be the person and officer whose name is subscribed to the foregoing Instrument, and acknowledge to me that he executed the samefor the purposes and considerations lheain expressed and in the capably (herein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Use _dayof 2015 Notary Public, State of Texas PROPERTY DES[rtI PTION Being a 32.54E acre tact of land situated in the SAMUEL MOORE SURVEY, ABSTRACT NO. 627 and the ROBERT WHITAKER SURVEY, ABSTRACT NO. 1011, City of Anna, Collin County, Texas, and being a portion of that certain 113.730 acre tract described In Special Warranty Deed to Ull Nomet-Northpolnle, LLC, as recorded In Instrument Number 20131119001553330, of the Deed Records of Colm County, Texas, said 32.667 acre tract being more particularly described by metes and bounds as folovs: 0eginnIng at a found %inch iron rod with cap, Same being the Northwest corner of Block `N", Lot BJ of Northpolnle Crossing Phase 1 South, an adddan tothe City of Anna, Collin Coumw Texas, according to the plat thereof as recorded in Volume 2056, Page 1320, of the Plat Records of Collin County, Texas; THENCE along the westery line of said Northpointe Craning, Phase 1 South, the fDll5 Wjs r courses and distances: South 17 Degrees 22 Minutes 50 Seconds Earn a distance of 170.62 feel to a %Inch iron rod with yellow NAY" cap found for comes, South 02 Degrees 54 Minutes 05 Seconds West, atlistance of 9133 feet to a Is Inch iron rod found for corner, South 30 Degrees 49 Minutes 22 Seconds Wen, a dreato of 147.55 feel to a Y, inch iron rod with cap found for corner; South 21 Degrees 00 Minutes 32 Seconds fast, a distance of 1103 feet to a N Inch Iron rod with yellow NW.' cap found for Corner, same being a Point in the Easterly right of way line of Dallas Area Rapid Transit (125.00 feet wide at this Point); THENCE departing said westerly line of Northpointe Crossing Phase ISouth, South 03 Degrees 09 Minutes 29 Seconds West along said Easterly ighiofway fine of Dallas Area Rapid Transit a distance of 61.07 feet to a No Inch Iron rod with yellow' VRII' cap found for corner, same being the at Southerly coiner of the aforementioned 113.730 acre tract, same being a point In the Easterly rightof way line of said Dallas Area flapid is fait (IODC0 feet wide at this point); ]HENCE North 21 Degrees 00 Minutes 32 West, along the common line of said Dallas Area Rapid Transit and said 113.730 acre lean, a distance of 1541.21 feet to a IC Inch Iron rod wish yellow "VRX' cap found for corner; THENCE departing said common line, North fib Degrees 59 Minutes 28 Seconds East, a dicta nce of 14DW feet to a'a/, inch Iron rod with yellow "VRX"rap found for comer; THENCE North 21 Degrees 00 Minutes 32 Seconds West, a distance of BOCA feet to a Y. inch Iron rod whas yellow °VRX" tap found for corner; THENCE North 68 Degrees S9 Minutes 28 Seconds East, a distance of 50.00 feet to a I: inch Iron rod with yellow NM' cap found for corner; THENCE North 68 Degrees 59 Minutes 285econds East, a distance of 847.81 feel to a Y. Inch Iron rod with yellow'VR%' cap found for corner, THENCE North 21 Degrees 00 Minutes 32 Seconds West, a aisle nce of 175.00 feet to a ::Inch Iron rod with yellow NRX' cap found for corner; THENCE North 68 Degrees 59 Writes 28 Seconds East, a distance of 224.61 feel To a IS inch iron rod with yellow "VRX" Cap fox no for corner; THENCE North 21 Degrees 00 Minutes 32 Seconds Wert, a one me of 80.16 feet to a I: inch Iron rod with yellow `VRX" cap found for comer, same being a point of curvature; THENCE along a curve to the right having a radius of 53000 feet, a Central angle of 23 Degrees 56 Minutes 21 Seconds, a chord bearing and distance of North 09 Degrees 02 Minutes 22 Seconds Nest, 219.84 feet and an arc length of 221.44 feet to a X inch Iron rod with yellow'VR%" cap found for corner; THENCE North 02 Degrees 55 Minutes 49 Seconds fast, a distance of 421, 11 feet to a Y, Inch Iron rod with yellow'VRX" cap found for corner, same being a point of Cumtu re; THENCE along a curve to the right h=_viirn z athus of 53O.o0 feet, a central angle of 04 Degrees 09 M�nules 43 Seconds, a chord baring and d�na of North OS Degrees 00 Minutes 40 Seconds East, 1949 feet and a n a rc length of 39 SO feet to l: inch iron rod with yellow eVrIr cap for corner; THENCE North 07 Degrees 05 Minutes 32 Seconds East, a distance of 514.43 feet to a %Inch Iron rod With yellow 'VRX"rap found for corner; r Tod with yellow found for comer THENCE South 87 Degrees 04 Minutes 11 East x distance of 60.16 feet to a %Inch Iron r 8 Y P THENCE South 07 Degrees 05 Minutes 32 Seconds West, a distance of 518.79 feet to a %Inch iron rod with yellow'VRX rap found for corner, same being a point of cunatvre; (HENCE along a Curve to the left having a radius of 470.00 feet, a central angle of 04 Degrees 09 Minutes 43 Seconds, a Chord bearing and distance of South 05 Degrees 00 Minutes 40 Seconds Wrish 34.13 feet and an arc length of 34.14 feet to a %inch iron rod with yellow ffVRXe czp found for comer; THENCE South 02 Degrees 55 Minutes 49 Seconds Wen, a distance of 421.11 feel to a N inch Iron rod with yellow KVRX° Cap found for Corner, same being a point of curvature; THENCE along a curve to the left having a radius of 470.00 feet, a central angle of 23 Degrees 56 Minutes 21 Seconds, a chord beating and dinance of South 09 Degrees 02 Minutes 22 Seconds East, 194 95 feet and an arc length of 19637 feet to %Inch iron rod with yellow °VRX' cap found for corner, THENCE South 21 Degrees 00 Minutes 32 Seconds East, a distance of 80.16 feet to a Y.Inch Iron rod with Yellow "VRX" rap found for corner; THENCE North 69 degrees 59 Minutes 29 Seconds East, a distance of 10.00 feel to a %Inch Iron rod with yellow WMb cap found for corner THENCE South 21 Degrees 00 Minutes 32 Seconds Ease, a distance of 60.00 feel to a % Inch Iron rod with Yellow "VRX" cap found for corner, THENCE South 68 Degrees 59 Minutes 28 Seconds West, a distance of 234.61 feet to a X Inch Iron rod with Yellow 'VRX'rap found for corner, THENCE South 21 Degrees DO Minutes 32 Seconds East, a distance of 985.0o feet to a %Inch Iron rod With yellow "VRX' cap found for corner same being on the common line of said Northpolnle Crossing Phase 1 South, and said 113.730 acre Van; THENCE along the said common line the following course and distances; South 68 degrees 59 minutes 28 Seconds West, a distance of 60.00 feet to a %Inch Iron rod with yellow NW Cap found for corner, South 21 Degrees OD Mnutes 32 Seconds East, a distance of 120.00 feet to a X Inch Iron rod with yellow'VRX" cap found for comer, South 68 Degrees 57 Minutes 13 Seconds Wen, a dirta nce of 9.00 feet to a X Inch iron rod with yellow WILTO rap found for corner, South 21 Degrees OD Minutes 32 Seconds East,adista nce of 50 TO feet to a% Inch iron rod with yellow N Cap found for comer, North 680egrees 57 Minutes 13 Seconds East, a distance of 9.00 feet to a Bs inch Iron rod with yellow "VPX" rap found for comer, South 21 Degrees 00 Minces 32 Seconds East, a distance or 120.00 feet to a %Inch Iron rod with yellow "VRX" cap found for Carrier, South fib Degrees 59 Minutes 28 Seconds Wen, atlistance of 423.23 feet to a X Inch Iron rod with cap marked °Pelser and Mankin° found for South 02 Degrees 54 Minutes 05 Seconds West, a distance of 114.26 feet to a I: inch Iron rod with yellow `sqX" cap found for comer, NOM g] Degrees 15 Minutes 29 Seconds Wert, a distance of 160.00 feel to a It inch Iron rod with cap marked "Pelser and Mankin" found for North 02 Degrees 54 Minutes 26 Seconds East, a distance of 43.76 feet to a Ye Inch Iron rod with yellow "VRX' Cap found for comer, South 69 Degrees 59 Minutes 28 Seconds Wen, a distance of 250.66 feet to the Paint of Beginning and containing 32541 acres of land area within these metes and bounds SURVEYORS CERTIFICATE That I, G, Dennis Ovals, do herebYee rtify that I preparedlhis plat and the Feld notes made a part thereof from an actual and of and that the co menu vale starve were properly n t v show thereon wereproperwththe undermypee ulal s pervision, in accordance with the Subdivision Regulations of the Ciry of Anna, Texas. Dated this line_ day of 2015 G. Dennis 4uxllz, R.P.LS. NO.42J6 STATE OF TEXAS 4 mulm of cowN § BEfORE h9 E, the undersigned, a Notary Public In and for The State of Texas on this day personally appeared known to me to be the person a doHicer wh a name is subsniben to the foregoing instrument, anit acknowledge to me that he executed the same for the purposes and considerations therein expressed and in the opacity therein stated. GNEN Uh'DER MY HAND AND SEAL OF OFFICE this the _dayof 2015 Notary Public, State of Texas OWNER'S CERTIFICATE NOW, THEREFORE, XNOVf All h1EN BYTHESE PRESENTS: This approved subject to al platting oreinantes, rules, and regulations of the Ciry of anon, Texas. WITNESS my hand this the day of , 2D15. STALE Of TEXAS4 COUNTY OF COtUN§ BEFORE ME, the tlersigmed, a Notary Public in and for The State of texas on m6 nay personally appeared known to me to be the person d officer wh a name is subserbed to the toregoing intrumen[, andsacknoxiedge to me that he executed the same for the purposes and conndercohmo therein expressed and in the opacity Herein stated. GIVEN UNOEft MY HAND AND SEAL OF OFFICE this the _dayof 2015 Notary public. State of Texas ENGINEER/SUPERVISOR OWNER/DEVELOPER Pape�Dawson Engineers UDF Northpointe ll lP(LGI Homes 5>QO l'fest Plano Parkvny Suite 25130 14501ake flohbins Dr. Suite 430 Plano, T%]5093 The Woodlands, Texas, Tell 214A20.6494 Tel: 281�362�5998 6. Consider/Discuss/Act on recommendation regarding "Anna Crossing PH 4" final plat. A final plat has been received on approximately 16.995 acres of land that is located east of Leonard Avenue and north of Sharp Street. A preliminary plat was approved for the property by the City Council on March 15, 2015. The owner/developer is proposing 90 lots on the tract. The civil construction plans have been approved by the City Consulting Engineer and City Staff. The staff recommends approval of the final plat. SITE 422 ANNA TOWN CENTER NO. 7/LNRD, LLC INSTRUMENT NUMBER } _ 20150730000952720 Q D.R.C.C.T. w ii UTURE CENTER LINE - - FUTURE FINLEY STREET FUTURE 80' RIGHT-OF-WAY LOT 1 00 IRS S890 11' 05"E 256.36' COMMON AREA o \ o ANNA TOWN CENTER NO. 7/LNRD, LLC IRS INSTRUMENT NUMBER 15.00' 15.00' 120.00' 25' VISI 25 ILITY 5.00' 34.45' � 1 / S89° 11' 05"E 117.37' 22' 32"� 48.48' 20150730000952720 1 I I ES T. 10' UTILITY Ig 03 IRS 40' DRAINAGE D.R.C.C.T. I o I I EASEMENT EASEMENT \ EASEMENT BY SEPARATE o LOT 22 o K F Oi \ INSTRUMENT o I o w I I z co \ \ INST. No. L' �I o I LOT 2 LOT 3 \ \ o.P.R.c.c.T. GRAPHIC SCALE LOT 23 120.00' I w o I I z o o -+ COMMON AREA I � I p o 50 o 25 50 goo wCD U w C)I I \ FOUND 1/2" IRON ROD "CARTER & o I r1J1 co\ LOT 21 I oo Ln I� BURGESS 30' DRAINAGE I I j Q "- I I 10 UTILITY V \ %4-- ( IN FEETEASEMENT I BY SEPARATE I INSTRUMENT 120.00' L o UJ z o � 0 rr% I 20' BUILDING - - EASEMENT LINE - ° O O _ 1 inch = 50 ft. ° ' " ' S89 11 05 E 1.77 10' UTILITY VICINITY MAP I EASEMENT I °;� =I - - - - - -JIRS o LOT 20 I o � U 70.00' 60.00'NOT TO SCALE(7.074 Acres) I I g 25'X 25 sREMAINDER OF I 1- U VISIBILITY ANNA, TEXAS ANNA TOWN CENTER I 120.00' 00 ESMT. CENTER LINE MAE STREET1 0 S89° 11' 5"E 156.77' 50'RIGHT-OF-WANO. 5/HSLT, LTD. I o VOLUME 5717, PAGE 2431 I D.R.C.C.T. GENERAL NOTES: 1 0 LOT 19 o I o 71.77' (called 43.670 Acres) 1. All coordinates and bearings shown herein are Texas State Plane Coordinate System, NAD83 (CORS), Texas North 1 i° BLOCK D I 1 goo _ _ ' o _ _60.00' ANNA TOWN CENTER NO. 5/HSLT, LTD. Central Zone (4202). All distances shown herein are surface distances. i I I �20' BUILDING LINE 00 o VOLUME 5717, PAGE 2431 2. According to surveyor's interpretation of information shown on the National Flood Insurance Program (NFIP) "Flood I zI 120.00' � I w I z I � 10 UTILITY EASEMENT D.R.C.C.T. 0-12°24'05" �E`( R=1110.00' (D Insurance Rate Map" (FIRM), Community Panel No. 48085CO160J dated June 2, 2009. The property appears to lie within I in I o I Iz o o cl 9 --L-240 25' SAP �� 8 Zone "X" and the entire property lies within a "Areas determined to be outside the 0.2% annual chance flood lain" zone as I ? 0 6 '" o o `r' SON uM�' p p ty p J O I_ I-qO I o LOT 11 o LOT 12 0 Ln CB-N87°44'29"E NOES CC N defined by the U.S. Department of Housing and Urban Development, Federal Insurance Administration, or the Federal / / I C co I En o z I Im CL-239.78' Emergency Management Agency. / I LOT 18 1 / o BLOCK E -10 o O I 1�410'UTILITY O 3. The above referenced "FIRM" map is for use in administering the "NFIP"; it does not necessarily show all areas subject / / I rn 120.00' I EASEMENT � to flooding, particularly from local sources of small size, which could be flooded by severe, concentrated rainfall coupled / / Ln fveL-10.93' (called 43.670 Acres) with inadequate local drainage systems. There may be other streams, creeks, low areas, drainage systems or other / / w 9.07 IRS ANNA TOWN CENTER NO. 5/HSLT, LTD. / I - 71.60' 60.00, IRS o �� VOLUME 5717, PAGE 2431 surface or subsurface conditions existing on or near the subject property which are not studied or addressed as a part of / / Cn o LOT 17 I o o S89 11 05 E 185.56 IRS L=60.20' L=60.03 L=60.03' the "NFIP". / / / 1 Ln 6 I o0 o I I 76.60' 60.00' 60.00' 60.00' 60.00' L=59•99' D.R.C.C.T. / / I bo C12 M PORTION OF O / / I o L=51.07' it I TOTAL AREA: N 4. All iron rods set (IRS) are 5/8-inch with a plastic cap stamped "RPLS 4838". / ATC HA LETT LOT VENTU E, LTD. o O I I I INSTRUMENT NUMBER 17.21 ACRES OR N / I O 123.26 L=50.01' � BLOCK E *i a ' " o , „ 5. The retaining wall located on Lot 4X, Block B shall be maintained by the Home Owners Association (H.O.A..) / / / 1 z I 150129000101830 7491776 QUARE FEET A=2 49 53 A=11 07 15 R=990.00' R=600.00' DRAINAGE / o D.R.C.C.T. L=116.46 L-18.58' I o LOT 4 o LOT 3 o LOT 2 Ln I , EASEMENT BY SEPARATE / / I o LOT 16 I LOT 10 LOT 9 o LOT 8 o LOT 7 o LOT 6 "u LOT 5 o L=48.92 INSTRUMENT o I I I w o o Ln � 00 CB=S84°15'46"E CB=S88°24'27"E INST. No. ,in o O.P.R.C.C.T. / / 1 130.58' I I I _ co 0 10' UTILITY O CL=48.92 CL=116.27 - / C11 L-70 77 0 10' UTILITY z EASEMENT 30' DRAINAGE I I I I I o EASEMENT L=14.24' L=32.12' / EASEMENT I LOT 15 I z 15' BUILDING LINE - �:EL=60.26' F7 L=60.04 IRS ---- ---- -------�L=28.31 IRS IRS BY SEPARATE 1 L=50.11' 63.72' 60.00' 60.00 60.00' 45.76' R=990.00' - / INSTRUMENT I I A 60'R TURN -AROUND / 133.59' 25' X 25 R=310.00 0 I o - -- _ EASEMENT BY SEPARATE VISIBILITY CENTER LINE RENDYN STREET - C9-------- N INSTRUMENT / ,o ESMT. S89° 1V 05"E 313.92' 50' RIGHT-OF-WAY INST. NO. LLi / / Qf w o 1 // / I o LOT 14 I � C8 R=940.00' C10 o O.P.R.C.C.T. z _ 2 I / / / / (7.074 Acres) I L=50.06' 1 R=360.00' L=50.08' - L=50.01'-L=50_08' R=650.00' N - - - L=50.2� - - - - _ _ L 28.35� 58.72' S0.00' S0.00' 50.00 50.00, 30.76' L=34_59� _ _L 50.05' - L=50.05' H I > a-z o� / / REMAINDER OF _--- ------------ - - - J 0 � z o U / / ANNA TOWN CENTER NO. 5/HSLT, LTD. I 131.58' I C7 � _ _ - - - - - _7 U / / I I 15' BUILDING LINE L=21.88' 15' BUILDING LINE ci M N d / / VOLUME 5717, PAGE 2431 I L-19.25' L=15.76' In _ .� *-' 10' UTILITY o 10, UTILITY N o / / D.R.C.C.T. I L=42.01 I L=70.77 0 ��- w / / �`l I o LOT 13 I I o EASEMENT EASEMENT o v° 0 Q Q z N ____ // 4=9°06'47" �v�s� gs I � I I I I,En z a U I r i ° �� R_ 155.00' �SpN 5 v Q�E�� L=8.49' I LOT 39 'n o o LOT 33 � LOT 32 0 o LOT 29 o LOT 28 LOT 27 o LOT 26 6 E N M 1 124.67' Ln LOT 38 o LOT 37 o LOT 36 LOT 35 o LOT 34 N N LOT 31 LOT 30 N �, Co N 00 o Q z I Q S80 04 17 E 130.62 L-24.65' G�p,N���Jko I II N No o N V_ �^. w v w o I __- CB=S84°37'39"E Pg5 I 0 Of 0 0 0 � IRS �o I - - - CL=24.63' I o LOT 12 I C6 I � I O O 06' 4012 3 IRS CD I "' L=50.24' I L=50.01' BLOCK C L=2.30' - L=15.05' Q 0.09' IRS o �� , 1 I O M L=19.24 L=50.10' L 50.01 L=50.10' S89 11 05 E 335.56 IRS ° L=48.07 L=35.17' A=0°52'37" 71.60' 50.00 50.00 50.00' S0.00' 30.76' L=50.24' L=50.01' L=50.04 L=38.25' IRS , z 40.35' S89 11' 05"E 120.15 I L=50.15' L=50.06' L=26.86' R=770.00 C19 L=20.21 45.56 50.00' 50.00' 50.00' 50.00' 50.00' 40.00' 50.00' 60.15' S9.83' S0.00' S0.00' S0.00' S0.00' 42.53' L=50.14' L=36.25' L-50.07' L=50.29' IRS L-11.79' C15 LOT 1 L=4.44' 10.00, L=10.93' I I - COMMON AREA EASEMENT 10' UTILITY o L=7.47 0 10' UTILITY L=23.37' CB=S87031'42"W BLOCK C LOT 13 LOT 14M, , W, � BLOCK D oo I} I EASEMENT o o „ C:) CL=11.79 Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 83.50 525.00 9006'47" S840 37' 41"E 83.42 C2 93.47 625.00 8034'07" N860 31' 52"E 93.38 C3 106.89 675.00 9004'22" N860 46' 59"E 106.77 C4 68.72 675.00 5050'00" S850 45' 50"E 68.69 C5 115.46 915.00 7013'49" S860 27' 44"E 115.39 C6 65.30 375.00 9058'38" N50 48' 14"E 65.22 C7 91.42 525.00 9058'38" N50 48' 14"E 91.31 C8 50.10 335.00 8034'07" N860 31' 52"E 50.05 C9 251.06 965.00 14054'22" N890 41' 59"E 250.35 C10 119.22 625.00 10055'44" S880 18' 42"E 119.04 C11 91.42 525.00 9058'38" N40 10' 24"W 91.31 C12 65.30 375.00 9058'38" N40 10' 24"W 65.22 C13 141.73 1500.00 5024'50" S140 44' 38"E 141.68 C14 136.71 1530.00 5°07'10" S140 33' 19"E 136.66 C15 120.11 1500.00 4035'16" S70 49' 58"E 120.08 C16 120.11 1530.00 4029'52" S70 52' 26"E 120.08 C17 321.97 1440.00 12048'39" N110 45' 39"E 321.30 C18 318.59 1457.17 12031'37" N110 40' 11"E 317.96 C19 318.59 1457.17 12°31'37" N11° 40' 11"E 317.96 LEGEND N NORTH S SOUTH E EAST W WEST ° DEGREES MINUTES/FEET " SECONDS/INCHES D.R.C.C.T. DEED RECORDS COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRS = 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" SET 0 = DIMENSION POINT, NOTHING FOUND OR SET XFMR = 10' X 10' UTILITY EASEMENT (TYP.) FOR ELECTRIC EQUIPEMENT. FINAL PLAT OF o 0 0 0 w I w� � I w o o °i 00 LOT 9 LOT 10 0 A l 32 47 ATC HAYSLETT LOT o z o o 0 o tO LOT 8 o in LOT 11 �=890.00 VENTURE LTD. ANNA CROSSING a' 2 LOT 2 in LOT 3 o LOT 4 0 0 o z I 1 F- w ^ 1 I o 0 0 o M C7 C16 �n LOT 8 o LOT 9 o LOT 10 O o LOT 2 in LOT 3 o LOT 4 0 o LOT 7 N N N LOT 12 o L-24.02' 0 o LOT 6 LOT 7 0 0 LOT 1 0 0 o N �n Q o o N N o LOT 11 M N ,n LOT 5 o LOT 6 _ .N-I .--I r-I ti O p I� CiI .--i C7 ,1 N N N .-i Cp '� `"-� N N in c� o = oo I z ,� •,� o .� INSTRUMENT NUMBER o CB=S8 °07'28"w n 20150129000101830 / PHASE 4 = 25' X 25 r BO 'n z a; Y U w '-' 1 I O , C17 ° I o L 0 CL=24.02 co D.R.C.C.T. / Q � VISIBILITY o 0 CDI OZ ESMT. m 10' UTILITY o0 00I I U Ln I m con / W J _� L=22.38' U) o I 10' UTILITY 10' UTJL55.�9�_ ° LOTS 1 thru 22, BLOCK A, m 30.00 15 BUILDING LINE EASEMENT o L=18.24 L=13.56 O o I EASEMENT L=7.47' -_ _ -_ _- EASEQ 18.11 - - _ - - - - z L_ - -15'BUILDING LINE - - L=50.20' L=50.02' - - L=50.0� - L=57.1�- -- ----- __________ ________ ____ - LOTS1t ru3,BLOCKB, 27.63' S0.00' 50.00' S0.00' S0.00' S0.00' 50.00' S0.00' 60.00' � - L=32.17L=36.E>b'- L=50.0- - - - LOTS 1 thru 14 and _ R=500.00' �0.00' S0.00' S0.00' S0.00' S0.00' 42.53' L=50.09' R=700.00' IRS S80° 25' X 25 R=600.00' R=890.00' o IRS DRAINAGE LOTS 26 thru 39 BLOCK C 04' i� E 88 4o ELIZABETH STREET VISIBILITY 20.94' 41.80' IRS C1 - - -- - CENTER LINE _ ESMT. - - Lori EASEMENT BY SEP. INST. / 50' RIGHT-OF-WAY S89° 11' 05"E 462.63' - - - - - _ �- C3 25 X 25 �o _ N LOTS 1 thru 23 BLOCK D CENTER LINE ELIZABETH STREET C4 _ INST. No. i 30.02' 19 10 R=550.00' S89° 11' 05"E 327.53' 50' RIGHT-OF-WAY C2 C5 L=12.64' IBILITY - o o.P.R.c.c.T. LOTS 2 thru 12 BLOCK E ESMT. _ L=9.36' _ L=65.32' -L__T_ L=50.0T 49.52' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' S000' S0.00' S0.00' 40.64' R=650.00' L=37.76'nL 50910.00 Nand LOT 1 thru 3, BLOCK F 25'X 25 �- XFMR ( L=50.08 ---- L=50.01'VISIBILITY XFMR - -� IL=0.48- L XFMR L XFMR XFMR - -F - Ill } ESMT. L XFMR L XFMR I I XFMR XFMR XFMR XFMR 10' UTILITY LL' Q 17.213 acres out of the co15 BUILDING 15'SEWER XFMR •�L a, I 0 15 BUILDING 15 SEWER I I u_ � I EASEMENT 15 BLDG. 15' SEWER n LINE FORCE MAIN I 15' BUILDING 15' SEWER EASEMENT I E- N C13 EASEMENT FORCE MAIN I I LINE FORCE MAIN � O o 15' SEWER FORCE Granderson Stark Survey LOT 2 I w I � LINE FORCE MAIN ^ y EASEMENT ry BLOCK A I I EASEMENT ,� z 1 ° � _ � � z ni EASEMENT C14 Ln LOT 3 LOT 4 N LOT 5 LOT 6 iO `O �' � � I BLOCK B MAIN EASEMENT BY Abstract Number 798 N N N LOT 7 N N N �i LOT 11 tO LOT 12 °�' LOT 13 o LOT 14 ° 'n LOT 17 LOT 18 cn LOT 19 ,n LOT 20 LOT 21 '� - `' °i o 'n I U a, b SEPARATE INST. N r.i L T LOT 9 LOT 10 N LOT 22 zI ce IIz LOT 1 LOT 2 cn LOT 3 INST. NO. LO 15 N LO 16 � � o in co C7 I O LOT 1 N N N I N N N N N N Ln In '--� I V_ Q In 00 C° �-, In Ln o ,� '� r--i I '� I '"", .1 N N N � I ;5 °-1 d- -, o N o.P.R.C.C.T. City of Anna, .� ;. M O I60 COMMON AREA o ° ° cn I 50' WIDE STREET EASEMENT m I o "' � m `r (BY THIS PLAT PERMITS WILL N T BE ISSUED I I I Collin Count Texas con ~ I `n o I ~ con 00 y/ FOR LOTS 15 16, UNTIL EASE ENT HAS BEEN `n cn ABANDONED. I I I I 7.21' 90 Lots 87.95' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' S0.00' 50100' S .00' 50.00' 50.00' 50.00' 50.00' 50.00' 64.10' I 25.00' 25.00, I 59.95' 50.00, 50.00' ANNA CROSSING PHASE IIA, LTD. N890 12' 11"W 1396.08' 1 7 26' IRS _ y (TRACT 1) I i 150.00' FENCE ° Date Revised: Januar 2016 / 50' WIDE STREET ANNA CROSSING PHASE IIA, LTD. I LOT 4X, BLOCK B N89 31 01 W / / I INSTRUMENT NUMBER I I I EASEMENT I (COMMON AREA TO BE CORNER , SHEET 1 OF 2 INSTRUMENT NUMBER / I 20140813000860750 I I I I (BY SEPARATE 20140813C O0860750 I MAINTAINED BY THE HOA POST 10.00 OWNER/DEVELOPER: 1 I INSTRUMENT) PERMIT D.R.C.C.T. I i SEE NOTE No.5) I PLACE OF ATC HAYLETT LOT VENTURE LTD. LOT 1 D.R.C.C.T. I WILL NOT BE ISSUED S890 12' 11"E 159.95' I BEGINNING 8214 WESTCHESTER DRIVE SUITE 710 LOT 3 LOT 4 LOT 5 LOT 6 I I LOT 7 LOT 8 i i FOR FUTURE LOT 9, LOT 11 _OT 9 I BEEN ABANDONED. UNTIL EASEMENT AS LOT 12 I LOT 1 LOT 6 PHONE: 214-522 4945 / I I I PRELIMINARY PLAT LA PALOMA SUBDIVISION FINAL PLAT I I LOT 10 I ANNA CROSSING PHASE 3A & 3B CABINET C, PAGE 418, ENGINEER/SURVEYOR: P.R.C.C.T. BANNISTER ENGINEERING, LLC ANNA CROSSING PHASE 3A I I I I 15' WATER LINE - - - - I 240 N. MITCHELL ROAD UN-RECbRDED I I I I EASEMENT BY � � PRELIMINARY' PLAT I MANSFIELD, TEXAS 76063 rk-'BANN E N G I N E E R I N G I I SEP. INST. I I I CONTACT: CODY BROOKS, P.E. ------_-_- ANNACROSSINGP ASE3A&3B I - - - - - � - - - - � - I PHONE: 817-842-2094 - - - - - - - - - - - 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1817.842.2095 fax - - - - I I - - - - - - - - - Cody@bannister-engineering.com I This plat filed in. Ir�st�um,en,t TBPL REGISTRATION NO. 10193823 - - - - - ' N0 Date: --------- PROJECT NO. 090- > 5-0 / C18 31.29' OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: SURVEYOR'S CERTIFICATION STATE OF TEXAS § WHEREAS ATC H"LETT LOT VENTURE, LTD., acting by and through the undersigned, its duly authorized agent is the owner of a 17.213 acres or (749,776 square feet) of land situated in the the Grandison Stark Survey, Abstract Number 798, City of Anna, Collin County, Texas; said 17.213 acres or (749,776 square feet) of land being a portion of that certain tract of land described as Tract 3 in a Special Warranty Deed to ATC HAYLETT LOT VENTURE, LTD., a Texas Limited partnership (hereinafter referred to as ATC tract), as recorded in Instrument Number 20150129000101830, Deed Records, Collin County, Texas (D.R.C.C.T.); said 17.213 acres or (749,776 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 5/HSLT, Ltd., as recorded in Volume 5717, Page 2431, D.R.C.C.T.; said 17.213 acres or (749,776 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a fence corner post for the Northeast corner of Lot 6, La Paloma Subdivision (hereinafter referred to as La Paloma Subdivision), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Cabinet C, Page 418, Plat Records, Collin County, Texas (P.R.C.C.T)., and the Northeast corner of that certain tract of land described in a deed to Anna Crossing Phase IIA, LTD., (hereinafter referred to as Anna Crossing Phase IIA, LTD.), as recorded in instrument No. 20140813000860750, Official Public Records, Collin County, Texas (O.P.R.C.C.T.), same being in the South line of aforesaid ATC tract; THENCE North 89 degrees 12 minutes 11 seconds West with the common South line between said ATC tract and the North line of said Anna Crossing Phase IIA, LTD., a distance of 1396.08 feet to five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southwest corner of said ATC tract, same being an East line of the remainder of that certain tract of land described in a deed to Anna Town Center #5/HSLT, Ltd. (hereinafter referred to as Anna Town Center #5/HSLT tract), as recorded in Volume 5717, Page 2431, D.R.C.C.T., same being the beginning of a curve left, whose long chord bears North 11 degrees 45 minutes 39 seconds East, a distance of 321.30 feet; THENCE Northerly with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract and with said curve to the left having a radius of 1440.00 feet, through a central angle of 12 degrees 48 minutes 39 seconds, for an arc distance of 321.97 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the Westerly corner of said ATC tract, same being the Southwest corner of that certain tract of land described as Tract 4 in Special Warranty Deed to ATC HAYLETT LOT VENTURE, LTD., a Texas Limited partnership (hereinafter referred to as Tract 4), as recorded in Instrument Number 20150129000101830, D.R.C.C.T. THENCE South 80 degrees 04 minutes 17 seconds East, departing an East line of the remainder of Anna Town Center #5/HSLT tract and with the common line between said ATC tract and said Tract 4, passing at a distance of 60.18 feet, the Southeast corner of said Tract 4 and continue with said course and a common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract for a total distance of 130.62 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the being the beginning of a curve to the left, whose long chord bears South 84 degrees 37 minutes 41 seconds East, a distance of 24.63 feet; THENCE Easterly with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract and with said curev to the left, having a radius of 155.00 feet, through a central angle of 09 degrees 06 minutes 47 seconds, an arc distance of 24.65 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 89 degrees 11 minutes 05 seconds East continue with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract, a distance of 335.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 00 degrees 48 minutes 55 seconds East continue with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract, a distance of 595.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northerly Northwest corner of said ATC tract, same being an inner -ell corner of the remainder of said Anna Town Center #5/HSLT tract; THENCE South 89 degrees 11 minutes 05 seconds East continue with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract, a distance of 256.36 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the Southerly line of that certain tract of land described in a deed to Anna Town Center No. 7/LNRD, LLC (hereinafter referred to as Anna Town Center No. 7/LNRD tract), as recorded in Instrument Number 20150730000952720, D.R.C.C.T.; THENCE South 63 degrees 22 minutes 32 seconds East with the common line between said ATC tract and said Anna Town Center No. 7/LNRD tract, a distance of 48.48 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the Northerly Northeast corner of said ATC tract; THENCE with the common line between said ATC tract and the remainder of said Anna Town Center #5/HSLT tract for the following 5 courses: 1. South 00 degrees 48 minutes 55 seconds West, a distance of 113.89 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 2. South 89 degrees 11 minutes 05 seconds East, a distance of 1.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 3. South 00 degrees 48 minutes 55 seconds West, a distance of 170.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 4. South 89 degrees 11 minutes 05 seconds East, a distance of 185.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a non -tangent curve to the right, whose long chord bears North 87 degrees 44 minutes 29 seconds East, a distance of 239.78 feet; S. Northeasterly, with said non -tangent curve to the right, having a radius of 1110.00 feet, through a central angle of 12 degrees 24 minutes 05 seconds, passing at an arc distance of 205.22 feet, an angle point on the North line of said ATC tract and continue with said course and crossing said Anna Town Center #5/HSLT tract for a total arc distance of 240.25 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 00 degrees 48 minutes 55 seconds West continue crossing said Anna Town Center #5/HSLT tract, passing at a distance of 7.16 feet, the North line of said ATC tract and continue with said course and crossing said ATC tract for a total distance 120.20 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a non -tangent curve to the right, whose long chord bears South 84 degrees 15 minutes 46 seconds East, a distance of 48.92 feet; THENCE Southeasterly continue crossing said ATC tract and with said non -tangent curve to the right having a radius of 990.00 feet, through a central angle of 2 degrees 49 minutes 53 seconds, passing at an arc distance of 15.04 feet, an angle point on the North line of said ATC tract and continue with said course and the common line between said ATC tract and said Anna Town Center #5/HSLT tract for a total arc distance of 48.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a curve to the left, whose long chord bears South 88 degrees 24 minutes 27 seconds East, a distance of 116.27 feet; THENCE Southeasterly with said curve to the left having a radius of 600.00 feet, through a central angle of 11 degrees 07 minutes 15 seconds, for an arc distance of 116.46 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE crossing said ATC tract for the following 5 courses: 1. South 00 degrees 48 minutes 55 seconds West, a distance of 170.45 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a non -tangent curve to the right, whose long chord bears South 87 degrees 31 minutes 42 seconds West, a distance of 11.79 feet; 2. Southwesterly with said non -tangent curve to the right having a radius of 770.00 feet, through a central angle of 0 degrees 52 minutes 37 seconds, for an arc distance of 11.79 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 3. South 00 degrees 48 minutes 55 seconds West, a distance of 120.13 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a non -tangent curve to the right, whose long chord bears South 89 degrees 07 minutes 28 seconds West, a distance of 24.02 feet; 4. Southwesterly with said non -tangent curve to the right having a radius of 890.00 feet, through a central angle of 01 degree 32 minutes 47 seconds, for an arc distance of 24.02 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 5. South 00 degrees 48 minutes 55 seconds West, a distance of 177.21 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner on the South line of said ATC tract, same being the North line of aforesaid La Paloma Subdivision; THENCE North 89 degrees 31 minutes 01 seconds West with said common line, a distance of 10.00 feet to the PLACE OF BEGINNING, and containing a calculated area of 17.213 acres or (749,776 square feet) of land. EB A N N I S T E R -17ME N G IN EER ING 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1817.842.2095 fax TBPLS REGISTRATION NO. 10193823 THAT, ATC HAYLETT LOT VENTURE, LTD., acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA CROSSING PHASE 4, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of STATE OF TEXAS: COUNTY OF COLLIN: 2016. BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared , known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of , 2016. Notary Public in and for My Commission Expires: County COUNTY OF TARRANT § THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of Texas, have performed, for this plat, an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction or supervision. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED AS A FINAL SURVEY DOCUMENT Michael Dan Davis DATE: Registered Professional Land Surveyor No. 4838 BANNISTER ENGINEERING, LLC T.B.P.L.S. REGISTRATION NO. 10193823 240 N. MITCHELL ROAD MANSFIELD, TEXAS 76063 Office (817) 842-2094 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared personally Michael Dan Davis, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and consideration therein expressed. Given under my hand and seal of office this day of , 2016. Notary Public in and for the State of Texas My Commission Expires: STATE OF TEXAS § COUNTY OF COLLIN § I, , Mayor, City of Anna, Collin County, Texas, do hereby certify that the above plat and dedication was approved by the City of Anna, Texas, for filing in the map or deed records of Collin County, Texas, on the day of , 2016. Mayor City of Anna, Texas ATTEST: City Secretary City of Anna, Texas This plat filed in Irtstr�,cment No .--------------- Date: - - - 01►/_10»_741 OF ANNA CROSSING PHASE 4 LOTS 1 thru 22, BLOCK A. LOTS 1 thru 3, BLOCK B, LOTS 1 thru 14 and LOTS 26 thru 39, BLOCK C LOTS 1 thru 23, BLOCK D LOTS 2 thru 12, BLOCK E and LOT 1 thru 3, BLOCK F 17.213 acres out of the Granderson Stark Survey Abstract Number 798 City of Anna, Collin County, Texas 90 Lots Date Revised: January 2016 SHEET 2 OF 2 OWNER/DEVELOPER: ATC HAYLETT LOT VENTURE, LTD. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 ENGINEER/SURVEYOR: BANNISTER ENGINEERING, LLC 240 N. MITCHELL ROAD MANSFIELD, TEXAS 76063 CONTACT: CODY BROOKS, P.E. PHONE: 817-842-2094 Cody@bannister-engineering.com PROJECT NO. 090-15-01 Consider action to approve Minutes of the January 4, 2016 Planning and Zoning meeting. MINUTES PLANNING AND ZONING COMMISSION REGULAR MEETING January 4, 2016 The Planning and Zoning Commission of the City of Anna held its regular meeting on January 4, 2016 at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to order and establishment of quorum. The meeting was called to order at 7:03 p.m. Members present were Sandy Setliff, Don Callaham, Lorenzo Gonzalez, Donald Henke, John Johnson, Darrin Colombo and Tom Plunkett. Staff present was Maurice Schwanke and Tana Ross. 2. Invocation and Pledge of Allegiance. Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding voluntary annexation of the following tracts: A 21.4 acre tract of land located in the Hiram Brinlee Survey, Abstract No. 30; further described in Exhibit A, attached hereto; a 47.6 acre tract of land I the John Chambers, Abstract No. 223 and the Samuel Craft Survey, Abstract No. 165; further described in Exhibit B attached hereto; a 15 acre tract of land in the Jonathan Douthit Survey, Abstract No. 251; further described in Exhibit C, attached hereto; an 18.53 acre tract of land located in the William Kitchings Survey, Abstract No. A0505 and the W E Throckmorton Survey, Abstract A0899 further described in Exhibit D, attached hereto; a 15.4 acre tract of land located in the W E Throckmorton Survey, Abstract No A0899, further described in Exhibit E, attached hereto. Mr. Schwanke gave a presentation regarding the annexation. In November of 2010 the City Council accepted and approved non -annexation development agreements with Charles Apts. Inc. on 21.4 acres of Land, the Bhagat Holdings Ltd on 47.6 acres of land, the McGuffey Living Trust on 15 acres of land, the Anna Outer Loop Ltd on 56.1 acres of Land and the Stewart William D & Nora Yvonne on 15.4 acres of land. The properties owned by the Stewarts and the Anna Outer Loop Ltd. are located at the northeast corner of Central express and the Collin County Outer Loop (Seminole 20 Ltd.). The properties owned by Charles Apts. Inc. and Bhagat Holdings Ltd. are located on the south side of SH 121, and the property owned by McGuffey Living Trust is located at the northwest corner of FM 545 and FM 2862. The agreements with Charles Apts. Inc., Bhagat Holdings Ltd. and the Stewart William D & Nora Yvonne expired in 2011 and the agreements with Anna Outer Loop Ltd (Seminole 20 Ltd.) and McGuffey Living Trust expire in December of this year. Per the terms of the agreements, the respective owner are deemed to PZ Minutes 11-02-15.doc Page 1 of 2 11-02-15 have properly filed with the City a petition consenting to voluntary annexation of the respective properties to be completed upon or after the end of the term. Mr. Schwanke noted that it is the recommendation of the Staff that the City Council act on these agreements to ensure protection of land uses adjacent to Hwy 75, north of Collin County Outer Loop, and the Sam Rayburn Memorial Highway. A motion was made by Commissioner Henke, seconded by Commissioner Calaham to recommend approval of the annexation. The vote was unanimous. 4. Consider/Discuss/Act on recommendation regarding "Chamber Tree Farm" development plat. Mr. Schwanke gave a presentation. The development plat for your review is located within Anna's exterritorial jurisdiction. The tract is located in the Pleasant Wilson Survey, Abstract No. 1020, John Larremore Survey, Abstract No. 530, Thomas Bruce Survey, Abstract No. 103 and Bastian Oliver Survey, Abstract No. 677 and contains approximately 266.500 acres of land. The owner is proposing to build a wedding venue on a portion of the tract. The property is located east of County Road 206 and south of County Road 971. The submittal meets the City of Anna development plat requirements. Mr. Schwanke noted that the Staff recommends approval of the development plat. A motion was made by Commissioner Plunkett seconded by Commissioner Colombo to recommend approval of the development plat. The vote was unanimous. 5. Consider action to approve Minutes of the November 2, 2015 Planning and Zoning meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Gonzalez to approve the Minutes of the November 2, 2015 meeting. The vote was unanimous. 7. Adjourn There being no other business, a motion was made by Commissioner Plunkett, seconded by Commissioner Setliff to adjourn meeting. Meeting adjourned at 7:26 p.m. Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 11-02-15.doc Page 2 of 2 11-02-15 Adjourn.