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Home My WebLink AboutPZpkt2017-11-06YOUR} HOMETOWN AGENDA PLANNING AND ZONING COMMISSION Monday, November 6, 2017 @ 7:00 PM Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The Anna Planning and Zoning Commission will conduct a meeting at 7:00 PM on November 6, 2017, at the Anna City Hall Administration Building, 111 N. Powell Parkway, 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 "West Crossing Phases 9 & 11 " preliminary plat. 4. Consider/Discuss/Act on recommendation regarding "Pecan Groves Phase 2" final plat. 5. Consider/Discuss/Act on recommendation regarding "Anna Crossing Phase 2" final plat. 6. Consider to the minutes for October 2, 2017 Planning and Zoning Meeting. 7. Adjourn. This is to certify that I, Maurice Schwanke Director of Planning and Development, posted this agenda at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 5:00 p.m. on November 3, 2017. 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. IM10,1111.1 Planning Commission Agenda Staff Report Meeting Date: 11 /6/2017 Staff Contact: Maurice Schwanke YtOURI HOMETOWN AGENDAITEM: SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Location Map 11 /1 /2017 Exhibit Item No. 3. l Planning Commission Agenda Staff Report Meeting Date: 11 /6/2017 Staff Contact: Maurice Schwanke YMFLIHOMETOWN AGENDA ITEM: Consider/Discuss/Act on recommendation regarding "West Crossing Phases 9 & 11" preliminary plat. SUMMARY: The West Crossing Phases 9 & 11 preliminary plat contains 39.65 acres located in the Henry Brantly Survey, Abstract No. 71 and the G. Morrison Survey, Abstract No. 559. The preliminary plat contains 195 residential lots. The preliminary plat layout is in conformance with the existing zoning. During the preparation of construction plans all engineering details will be addressed. A Drainage letter is attached from the Engineer stating that no detrimental impact will occur downstream. STAFF RECOMMENDATION: The staff is recommending approval of the preliminary plat. ATTACHMENTS: Description Upload Date Type Location Map 11 /1 /2017 Exhibit Preliminary Plat 11/2/2017 Exhibit Drainage Letter 11/2/2017 Exhibit aIIIIjj11�1� ■� �p IIIli11I �"' III w10rl 20' WATERLINE I I 2 2 -- - - - __ I -.- - -- -- - EASEMENT 35 APPROXIMATE LOCATION OF GAS LINES. Ex sroP srcN WEST CROSSING PHA5IF 6 2 35 39 CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY VOL. 5293, PG. 2373 'I J[OL�_-.- _ _ _ - - _ __. _ ! 2 OWNER PR/OR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE D.R.C.C.T. �/ P.R.C.C.T. T - - -- -- EXISTJNG_ZDNIN FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS EX STOP SIGN Ex ucc srcN 1 EX WATER 1 Ex warER VALVE PD 133-2004- UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. RELOCATE Ex TELE BOX 112" I R.F. 5/8" C.LRF, ^ EX lNtEi 36 O 36 EX WATER VALVE I BENT" WESTWOOD Ex WATER VALV OO 40 1 EX FH EX WATER VALV - Ex warER vALVE I I 80' R/W PER VOL. 2009, PG. 413, P.A.C.C.T. o (TYP.) 10, X 1o, WCROSSINGBLVD. EST EX FP 3 o 80'R/W VOL, 2009, PG. 413, P.R.C.C.T EX FH "BENT" O I. Ex cas s/cN — / EX GAS SIGN _ R �++ RELOCATE EX PP CITY OF AARJA INST. NTJ 20101005001066790 X ATER VAL VE r- EX ELEC BOX O m MAINTANCE ESMT. Ex ELEC Box O — Ex ELEC B x - 5/8" C.I.R.F. D.R.C.C.T. cas srcN • ULS.W.. o co'WESTWOOD' EX INLET — BLOCK MINB,L. 20' U.LSME X — — -- � 2' ULS.WE. f2' UL .W 20' B.L. 15' BL. 33 EXISTING ZONING 12 1 11 9 5 4 3 40 32 S/8„C1 , PD 133-2004 i 13 14 10 8 7 6 2 Sm =I 0 44 42 41 Bh0f7C FF I 39 / 50,0, R E ocATE Ex RP WFSTWO0.F Ex ELEC eOx I PHASE 11 15 10 3/4' I.R.F. 0' BL. 34 AELOCATE�EN GUY WIRE _ _ — U.E. 0' _ _ — ` BLOCK FF \ / I N I ° 31 2 1/2" C.I.R.F. "LEER" FROM WHICH � 16 i _ -- \ ,1 RELOCATE fX GU WIR A 1/2- CE.R.F. "TIPTON" BEARS av v 'L°.y�' (TYPJ 3 (TYPJ / RELOCATE EX TELE BOX F \ / / RELO X GUY y✓IRE 501°50'50"W - 0.6430 ' 'V" `t' 17 i' I - _ � T_ HIGNBERRY DRIVE MAINTANCE ESMT. VISABILITY 3 O Ex cuARo RarL / - - y I 35 U-r EX CON 18 9 `r ' 0 2 .L. 15' BL. �>— i615' .L. 95' BL1 �' I / ^� . p 29 V ST`1p1'yF� ' 39 38 MH ss RELoca rE Ex f /y 4 00... '..�� / C.I.R.S. / I 10 11 12 13 14 15 16 i I RELocarEExPP I 36 /� L / W'� \ Ex GUAR RAIL 19 17 I ( 37 ui �.; -i I I / 28 Sig.. C 5W00p 38 112- I.R.F. / / I I EASEMENT TO BACK LL I I 2 Z ' ' 15 2 Z �8 v �ESTW�O-F / /�v BE 20 ABAN w 37 37 x wArER VALVE 1/2 - N R.F. B MM I I E 11 I-+ ' � 36 3 I I l IA 27 S/e.. 6 1 wA rER vAL vE o �? / g 8 I� �Q L. / 36 ;uaRo RAIL o 21 I EX. ANL. ESMT. 3 2 1 i i 3h 4 I E 2cATE EX PP ho t 26 e OIRF / l \ 0 7 6 5 q S T BE/ABAPDOPEO W_ / / I woos l INc / — — so uF.o'.0 F. — 34 B_OpC HM 4 \ -� 25 5/8" C 8 35 /B IL (TYP. 10' X 10' - - 5 �... �b 'PC I R F l l Soo SIDEWALK MAINTANCE_ (TYPJ 25' X 25'- _ _ - RELOCATE Ex PP o RELoca re Ex Pv 12 5 �� BOCK FF ,� 8 WOOp' l / H ESMT. - - - - -EASEMENT �— GREYWOOD DRIVE — 33 \ B.aIX I 24 "WESTWO / fo'uE. I- p) g l r 34 J9 \ — � B.L EX P '10'UE. ~ Ri BACK HH 6 11 7 I EL OCA TE X GUY Wl E i 20' —� �y 5/e , _ _ 22 13U26 27 28 I x M ss E MH ss Ex I r 23 WESTWO R.F. MINREL CA TE Ex P W 32 , I �10 7 10 I I 10 DEXI TI G �LONINd3 10 �� f` 23 ^' 24 25 RELOcar EX TELE IGN I Y I 2 3 4 5 I �\ �, 9 - P� 1�3 2Q04 EXISTING ZONING SF-E LINE BEARING DISTANCE 1_1 N89 °05'40"W 53.84' L2 N57 °23'16"W 103.96' L3 N59 °16'27"W 55.4V L4 N64 °47'12"W 52.37' L5 N66 °45'21"W 49.37' L61 N69'45'07"W 50.79' L7 N73°00'02"W 50.79' L8 N75 `56'20"W 50.79' L9 N78°59'24"W 50,79' L10 NB2 °02'28"14 50.79' L11 N85 °0330"W 50.79' L12 N87°45'16"14 53.10' L131 SOO'28'17"W 1 2.00' MOD' PER VOL. 2011 PG. 176 P.R.C.C.T. AANA HIGH SCHOOL #1 ADDITION VOL. 2011 PG. 176 P.R.C.C.T. LINE I RADIUS I ARC I DELTA I CHORD I TANGENT C11 640.00' 454.14' 40 '39 24"1 444.67-1 237.107 C21 405.00' 436.82' 61 '47 53"1 415.96' 242.387 APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR /S RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. 7 I 31 B 22 5 WESfob6.F. II- CCJJ 'a ��J 21 11 11 C.LR,F. -'` WHICH- 8 90 8 I �o Ir` \� �F� Q 5/8"-12 . I. GE"TI FROM I o e o J WESTWOOD" I 31 gEMAIN!)E.p OF CALLED 85,1A5' AC. A 1/2' TIPTON' BEARS I 12 OOMF N19°1123 E - 0,24' I I `� � `� / PHASE�'9 _ BL IE.D lS'. LP EX. R.O.K. - - T -FWSF. NO- 2043122700168.5590 TO BE REMOVED 9 I — 12 —. — — 5/8" C.I.P.F. — Ex MH ss B Dq( p( I 29 13 14 20 WESTWOOD' D.R.C.C.T. RELOCATE Ex TELE Box Ex BUILDING 9 i5 16� -' 13 30 13 va_1zmL P ve 10 I 11 -- --WSLF'ROS IArG PHASE 7 - P.R.O.C.T. L ' 28 I 19 14 P. C.C.T. 1 29 14 I FURPE I 11 R BBC PliASE11 26 18 15 BOG( FUILWE R.O.W. 12 I 27 25 24 23 22 21 20 19 18 17 I W -. .--- -- 28 -- 15 Ex eurLolNc / }2 U I 17 16 -- -- - - - - - R - �• uE 27 16 50 (iYPJ25' X 25 — — — — — _ — — — cr�T y TYP. SO' X 10 (TYP.) --- -- — —J 5-x50—SFREEDRRINAGE.-- — 13 \ EASEMENT SIDEWALK \ EASEMENT ArN 5' 25' QHT & UTILITY EASEM T W �,.0 _ M1ARI4'IAMI DRIVE ESMT. \ _ _ VEASEMENTY INFT. NO. �}17O5310001595gy _ D�P.C.C.T. — — —I 20 B — — — — \_- 14 15 - - - - - \ 5/ C.LN.. 5/�•STWOODF 16 17 18 " E.BTW00 25 18 19 20 21 22 23 24 I G I 14 13 12 11 �O 9 8CALLED 4.0 ACRES - - - - - - - - FACONDO AAO WIFE, J0SEFINA 0. FACtINDO KK I \ \ m VOL. 4625 PG.759 LOOK BOCK I 24 19 D.R.C.C.T. PHASE 9 \ 35 34 BLOCK 16- 33 32 31 Z Ul Q 23 20 30 29 36 _ 28 27 26 25 I I 1 2 3 4 5 6 I 7 S 1p_u�E. R5 .W. 20' BL. 22 21 so 0, PEMBERTON DRIVE (TYP) 10' X 10' - - 3 5"WEST L -"- -- - — - Ex FENCE B_OfX KK - SIDEWALK - (TYP) 25' X 25' _ WESTW000" D" 37 INTANCE _ MA ESMT. EASEMENT L13 20' -- — 10'J.E.— "I — — — 50' 50' STRE�T, DRAINAGE, 20. a_L. UTILITY EASEMENT' INST.I NO. 2017p5310006r840 38 39 40 41 42 43 44 45 46 47 48m ' m 72 11 D.R.C.C.T. 7 6 TING ZONING 10 9 8 SF-E 3/8" I.R.F. I� �I 6 4 3 2 1 BLOCK N 00 _ POINT OF ___ BEGINNING CALLED 60.549 ACFES LL ____ 5/6" C.I.R.F. TWO-J PARTAER$ LLLP ¢ "WESTWOOD" LAST. N0. 20080509000562490 D.R.C.C.T. \ 20' DRAINAGE EASEMENT INSTR. #20150428000481210 EXISTING ZONING o.P.R.C.C.T. PD 507-2010 NOTE ALL EASEMENTS AND OPEN SPACE WILL BE MAINTAINED BY HOA. PREPARED G ]1R1LdD pB1 - �� ®®D ��Y 111 1ARS1T1[1]�T1 A17L g CIVIL ENGINEERS -- PLANNERS -- SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart OWNER: IMBLU"UMFIELD HOMES 1050 E. HWY 114, SUITE 210 SOUTHLMM TX 76092 817-416-1572 SITE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 (1) GRAPHIC SCALE 1"=100' 0 100 200 300 LOT XL.P ll RIA SUMAARY TABLE Typical Lot Dimensions: 50' x 120' Side Yard : 5' Front Yard 20' Rear Yard 20' Corner Side Yard : 15' Lot Area : 6000, CENTERLINE — — RIGHT OF WAY PROJECT BOUNDARY LOT LINES — — — - 2' TOPOGRAPHY LINE — — — — — — — - 10' TOPOGRAPHY LINE PHASE LINE — — PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, 8 SCREENING WALL EASEMENT W ROSAMOND PKWY GPN�/ N -W s E 9FF COUNTY ROAD NO. 370 SITE j / / r S i ACACIA DR. VIC=YdI71Ld'iLli N. T. S. OVERALL PRELEMONARY PLAT Of WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK U LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1- 28 BLOCK MM DEVELOPER: IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING DOUGLAS PROPERTIES, INC. 39.65 Acres ± LOCATED IN 2309 AVE K CITY OF ANNA SUITE Too PLANO, TX 75074 COLLIN COUNTY, TEXAS 972-422-1658 195 RESIDENTIAL LOTS 4 OPEN SPACE LOTS AUGUST 2017 SHEET 1 OF 4 1 r— O O 0 z d W W r+- U7 O N cv w ®a] Z Iv 0 0 0 z TEMPORARY 25' ALL WEATHER ROAD MATCHLINE ANNA HIGH SCHOOL #1 ADDITION VOL. 2011 PG. 176 P.R.C.C.T. TEMPORARY 25' ALL WEATHER ROAD LU ti- ti r .,:r r--: O 11`�- O Z TEMPORARY 25' ALL WEATHER ROAD MATCHLINE ;z, �0 24547 Q? SQ.FT. 9� o 22 ,p NC) \ O -�- I A/ _ v' O O 6652 23 u SOFT. U N N 89 °09'11" W 117.62' 6493 24 SOFT. m o 0 N 89 °09'11" W N m 132.33' (TY J 6600 o 10' x 10' SIDEWALK SQ.FT. 25 o i MAINT NCE ESM . N 89 *09'11" W 131.65' cF p V IQ BLOCK IM 9595 21 �a S \ S71°s,®4 6'%�W SQ.FT. �00 20 m ti 6898 �, = SO.FT. 4 00 19 o' 6000 L°jh SQ.FT. 'S5.64 -"6- - o `3n19 0)/ 6566 26 0 L6 � I SQ.FT. 01 w VISIGH N 89 °09'11" W I Q a � / C, SEABI MI / 62 02 130.97' 6532 27 o g SQ.FT.Lq LO z v N 89 °09'11" W rvP.) � 11344 1 9 130.29' 25 x 25' SQ.FT. 30.00' PER VOL. 2011• PG. 176 o o 6498 28 SQ.FT. 0o o S VI GHT BILITY{ P.R.C.C.T. Ln EA EMENTI N 8 °09'11" W 129.61' N 89 *09'11" 17.99' 29X 120.00' - - 1 .41' - 30.00' OSB®RNBDRM 15.00' 0 6 g _ 154.07' in SOFT. SQ.FT. °09'11" - - FUTURE S 89 °31'20" W N 89 o 0 120.00' 6000 7 30.00' 128.73' \ TYP) - - - - 19.89' PER 10 x 10' a' SQ.FT. FUTURE R.O.W. VOL. 2011, PG. 176 0 7760 o? SI EWALK N 89 °09'11" P.R.C.C.T. M SQ.FT. 1 MA TANCE $MT. 120,00' EX. R.O.W. LO Co TO BE REMOVED N 89*0 W W. Co 7784 8'g1" 0, 50,10 CD .0. to. 6 SQ.FT. 0 0 18 6714 SQ.FT. -gyp, , 0 0• LCI m � ' w 0Co 01 0 c ?9 0 6489 > uom SQ.FT. S9, CD o-, 0 17X A0 a 0 0 6770 10 C) o LD SQ.FT. 0 z NI Ro°no'11- 8054 SO.FT 11 CITY OF ANNA INST. NO, 20101005001068790 D.R.C.C.T. 17 6786 SQ.FT. P tit 6786 SO.FT. F tiA2 �� 15 6786 SQ.FT. �> •N N6 rn ti20� 14 � 6786 SQ.FT. n AA„ E N- N 3 12p 00 N 1r 6786 13 1 nN SQ.FT. � N 84°32'15" E O 120.00' m Q J 6516 12 m m SOFT. n Cy J U] WAJtM 111 APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. io 6378 2 o z N SOFT. cn� N 89 °09'11" W N 89 °09'11" W N 89 °09'11" W CALLED 4.0 ACRES N 89°09'11" W i 120.00, 125.00- 120.00' v v DOSE FACUNDO AND WIFE, ✓OSEFINA 0. FACUNDO 127.21' - cu VOL. 4625 PG.759 1 6344 BLOCK KK o 0 6600 5 0 6875 g2 0 LO SOFT. 11 v D.R.C.C.T. 1 to S344 o u SQ.FT. SQ.FT. L 1209'1 N 89'09'11" W Ln N 89 °0.00H'I W G� N 89 °09'11" W N 89 °0.00' W A 0 126.54' q 125.00' w 63000.00' o 0 ® 10 u? 0 6310 0 ® 0 6600 0 6875 SOFT. Cu SQ.FT. 4 CD u SQ.FT.4 SQ.FT.13 i n Q 6 N 89 °09'11" W W IN 89 °09'11" W N 89 °09'11" W N 89 °09'11" W o0 120.00' o 125.86' 120.00' w 125.00' o M w n 6600 9 � S 89 004'19" E _ 6364 5 c^o, 0 6600 3 o a 687514 SOFT. Q SOFT. v Lo SOFT. 'n SQ.FT. _6 M Q 721.27' I' 0 1' rn c°on N 89°09'11" W 131.31 -' N87 °21'27"W 125.26' w N 89 °09'11" W z N 89 °09'11" W `-1 o0 120.00' w BLOCK KK 147.59' 28.01' 132.57' 50.93' 50.64' 50.81' 50.99' 455 86 52.04' 67.36' a 120.00' 125.00' 3 u' 5.82' C) 6600 BLOCK M14 - 9230 m, 10429 cmo 13 w 6000 w 6000 w 6000 w 6000 w 6002 w 7603 I � to a o z SQ.FT. FT. ® -m'' uoo-i SOFT. N� SQ.FT. 4 = SOFT. - 6025 ^ o q 6600 2 0 6875 15 in nLn J� S9 v v ha. I vj 10167 m n SOFT. SOFT. SQ.FT. SQ.FT. SOFT. SQ.FT, o � SQ.FT. SQ.FT. u� o O 37 36 1 �, m mo mrn mr, mi.n m M N 89°09'11" W C, 9 9S, o O O J SOFT. r N m q m z i m L-" S9 0 N d 12 �u m 11 N m 10 N^ 9 N 8 N 7 w 6 cu N 89 °09'11" W N 89 °09'11" W 120.00' 1M 11396 z 1 �o ti Se.9• o" ti I 1 120.00' v o o o 0 125.00' o 19,975 z z z z z z m m 101TXP ) o r N 25( XP.) 0 7 u� SQ.FT. ro m PHASE 11 7353 BLOCK LL co 7976 CP a0 6600 o 38 59 (, 11016 o SQ.FT. 14 v ti SIDEWA K co SQ.FT. M SQ.FT. 16 cmn S GHT w SQ.FT, n 3 �- 5' g2, SO.-T. o L_48 95 BLOCK KK oo ti / MAINTA CE \ 1 VIS BILITv N 89 °0911" W z ,I5 ESM L-15.00' EA EMENT Q 35 32.73' 50E4' 50.81' 50.99' 51.20' 52.00' z 66.55' / \ / 120.00' ri CALLED 60.549 ACRES ?i' PHASE Y3P1B `' - - - = CY TWO-J PARTNER$ LLLP 50'43" W > O PHASB9 �� r 18.81 =38 110 00' / o0 0 (Y7 O INST. NO. 200B0509000552490 106.81 �O. s� N 78 °2B • Sb o (TYP.) O &$QDI DQDABB DRIVB (TYP.) 0 6000 Cp D.R.C.C.T. N 88 ° '1 w 109.894' W V X-1 S 89 °32'27' E 25' X 25' CURVE #6 135.00' 1Ln SQ.FT. 6 c, (n 6026 9 L1 107.08 SIDEWALK 464.75' SIGHT _ Lt) O �- cv LS 'p MAINTANCE ESMT. O VISABILITY CURVE #7 YP.) 1 N 89 °09'11" W O m SQ.FT. 39 m ti `r' o (TYP _ EASEMENT S 89 °Q9 11 E 10' x 10' 120.00' co w �r 615934 N6 4 _ W 0 SQ.FT. o� SQ.FT.15 �� 2SIGH 5 / 73.16' 55.00 55.00' 55.00' 55.00' 55.00' 57.90' 34.73' L=43.01' -- MAI WALK o0 6000 0 N 89 °31'43" W = o n J L=50.03' 50.00' 60.00' EMT. - vISABI ITY / L=15.85' L=7.05' \ 0 5 0 115.50' m N 89°31'43" W 146.47' z 109.13' EASEM NT w w \ n SOFT. .��(0_ N o 127.80' N 89°31'43" NJ 127.80' aDj mo = u w w W 80.00 R.O.W. 0 6006 o v q m co m- m- w w N 89'09'11" W 07 4 40 0 o rn o v w cco = m' w 6025 LU N SO.FT, a o 6307 rn ,rn m o0 6490 m - 6490 m o0 6050 m o0 6050 m o0 6287 m 7773 = 6522 6144 = 6000 7200 0 00 120.00' (CU gyp a7 � z �� o SQ.FT.33 0 0 631116 o J 8661 ^o SO.FT. o SOFT. SOFT. rn- rn m- o 0 Cr) N 89°31'43" W 115.50' o = SOFT.27 0 v vo PioSO.FT. cvo SQ.FT. rq SQ.FT. mo SQ.FT. SOFT. QcuSQ.FT. vo SQ.FT. o SOFT. 0 6000 in SQ.FT. U cv m o 0 0 ti 0 50' 0. W, n O N 89 °31'43" W 124.80' 0 28 cu 29 00 30 0 " 31 0 32 0 m n 36 n CD co 37 n ov 38 �' SOFT. 4 n N 89°31'43" W N oo 0 33 ;v m 34 35 o ti Z _ o� N 89 °31'43" W 124.80' 124.10' d z z z z z z o" � o o ti o N 89 °09'11" W 120.0 0 6006 o m N o i1 z o^ z z z SQ.FT. 41 CU io 6287 �N 6192 17 co Lo J N 89 *31'43" W 55.00' 55.00. n m SOFT. 32 u� SO FT. u - , ?,3. 55. BASELINE o PHASE 11 v 86.59'19' 28 67' o N 89 °31'43" W „ w Q 57 02" 5� ' 115.50' N 89 °31'43" W N 89 °31'43" W 119.47' n 6542 2g 4p9 126 z 50.00' 50.00' 50.00' 60.00' 6 0 50' .0. W o N 89 °31'43" W 119.47' v SO.FT.26 ^ 9, 26 5 0 6006 o BLOCK KK o J Rr SQ.FT. 42 6131 31 6047 PdiASB 11 N 89 °31'43" W 132.16' SQ.FT. � SQ.FT. N 89 5.50' W N 89 °31'43" W N 89 °31'43" W 115.50' 11R FR' 11R 1q' MATCHLINE SEE PRELIMINARY PLAT SHEET 3 OF 4 LOT Q:1�1P1�iF.1fR1�Q� SU IRZY TABLE Typical Lot Dimensions; 50' x 120' Side Yard 5' Front Yard 20' Rear Yard 20' Corner Side Yard ; 15' Lot Area ; 6000' SITE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 LINE BEARING DISTANCE L1 N89 °05'40"W 53.84' L2 N57 °23'16"W 103.96' L3 N59 °16'27"W 55.41' L4 N64 °47'12"W 52,37' L5 N66 °45'21"W 49.37' L6 N69 °45'07"W 50.79' L7 N73 °00'02"W 50.79' L8 N75 °56'20"W 50.79' L9 N76 °59'24"W 50.79' L10 N82 °02'28"W 50.79' 111 N65 °03'30"W 50.79' L12 N87'45'16"W 53.10' L13 SOO'28'17"W 2.00' LINE RADIUS ARC DELTA CHORD TANGENT C1 540.00' 454.14' 40 °39'24" 444.67' 237.10' C2 405.00' 436.82' 61-47'53" 415.96' 242.38' LINE BEARING_ L1 S89 °31 43T _DISTANCE 14.52' L2 N31 °45'24"E 14.33' L3 S34 °33'10"E 24.54' L4 N44 °09'11"W 21.21' L5 S43 °25'201 27.75' L6 S89 °09'11"E 25.49' 25. MATCHLINE SEE PRELIMINARY PLAT SHEET 3 OF 4 LINE RADIUS ARC DELTA CHORD TANGENT CURVE #1 1092.00' 596.50' 31°1751" 589.11' 305.89' CURVE #2 500.00' 136.56' 15 °3853" 136.13' 68.71' CURVE #3 255.00' 402.22' 90 °2232" 361.80' 256.68' CURVE #4 800.00' 69.84' 5 °00'OB" 69.82' 34.94' CURVE #5 800.00' 68.97' 4 °56'23" 68.95' 34.51' CURVE #6 800.00' 117.31' 8 °24'06" 117.20' 58.76' CURVE #7 800.00' 60.76' 4 *21'06" 60.75' 30.40' CURVE #8 800.00' 55.35' 3 °57'50" 55.34' 27.68' CURVE #9 260.00' 280.43' 61°47'53" 267,03' 155.60' CURVE #10 150.00' 73.83' 28 °12'07" 73.09' 37.68' NOTE ALL EASEMENTS AND OPEN SPACE WILL BE MAINTAINED BY HOA . PREPARED B 1 (v/j,�\RSH."\l_L_ 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart DEVELOPER: OWNER: Vie: BL00- HELD H MIES DOUGLAS PROPERTIES, INC. 2309 AVE K surm 100 1050 E. HWY 114, SUrM 210 PLANO, TX 75074 SOUTHLAKE, TX 76092 972-422-1658 817-416-1572 W 2 S E GRAPHIC SCALE 1"=60' 0 60 120 160 L 6WjV,9 CENTERLINE - - RIGHT OF WAY PROJECT BOUNDARY LOT LINES 2' TOPOGRAPHY LINE - - - - - 10' TOPOGRAPHY LINE PHASE LINE PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, 8 SCREENING WALL EASEMENT W ROSAMOND PKWY N o� pP� q W E 9 COUNTYAOA E N 3 HACKgpM j �C ' ACACIA DR. V1l�.11.dVllJl 11 dlYlld`illl N. T. S. PRELEVE NARY PLAT Of WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK II LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1- 28 BLOCK MM IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING 39.65 Acres ± LOCATED IN CITY OF ANNA COLLIN COUNTY, TEXAS 195 RESIDENTIAL LOTS 4 OPEN SPACE LOTS AUGUST 2017 SHEET 2 OF 4 0 N ro v 0 0 0 m a 0 11 w 1- MATCHLINE SEE PRELIMINARY PLAT SHEET 2 OF 4 N 89 W 1155.50'.50' N 89 *31'43" W N B9 °31'43' 118.68' 118.13' 0 oN 6006 SQ.FT. 43 0 N CDCD6009 30 m v 6022 Ln in 14 SQ.FT. m SO.FT.19 W N 89 *31'43" IN 115.50' LID N 89 *31'43" W c^, m N 89 *31'43" 117.65' 117.85' (D CU CD oN 6006 44 0 � l0 6000 29 0 6010 N Ln SOFT. 1- ,Ln SOFT. SO.FT.20 CD N 89 °5.50' W *31'43" 1 (T7 115. 0' N 89 W N 89 °31'43" C) w 117 55' 117 85' J m Ln LC' 6120 25 SOFT. v J m vm > N 89 *31'43" W Lq °, 112.12' CIO ^i BLOCKHill a 6000 24 I SOFT. 0 1, " W 110.00 , Ln "' 6001 23 - o�L 9338 9 = SQ.FT. 55.00' 55 7645 8 SQ.FT. MATCHLINE SEE PRELIMINARY PLAT SHEET 2 OF 4 N 69 °09'11" W 120.0 CD 6000 0 55,67 - SQ.FT. 3 3 Q�9g, 6" 0.00' 50.00' 60.00' N 89 °09'11" W - - - - - - - - - - - - 3 10.23' w 120.00' r w o m p WEST CROSSING PHASE 6 8367 7 Z ° 6496 0 6000 0 6000 v o i o0 6000 1 o CD LP i VOL . PG. SQ.FT. Z 6555 mQ o 0 0 7200 rn w SO FT 2 o CY) ---i° -` 111 ` q� •, W h.50 � �., � �j �•9l 8051 10 u w SOFT. wn �� cn LTI 6°31'45° E •wee sr%�pp 'A __ w E p• n �q1q SOFT. a 50.FT. N SOFT. Ln o ti CD SOFT. o o SQ.FT. °? I 117 O P.R..C.T. I o o 3 0 2 0 `" ti' rn� N 89 °09'11"' W O I ti� s -� 5 z 4 z 1 0 o 120.00' _ C17 1 2 GRAPHIC SCALE 1"=60' 9984 6 z N 7231 C' LID SOFT. o SOFT. 1 CO BLOCK HH 1991,. / \ t0' ( YID X 10' 0 60 120 180 =4667' =28.08' 50.00' 5000' 60.00'/ \ 120.00' / MAITANCE PHASELIINE(TYP.I NDRIIVB EMT. ------"------ 101cO 349.91' �, P �- 25(TZ) - S 89 *09'11" E EDINBURGH DRIVE SIGHT v 15 p' O "pp. FIT VISABILITY o - - - w in SQ.FT. 110. 0 6'. -- - - - - - Z l0 6006 0o ti CCC)q 00 0 0 � p� ASEMENT 63.60 55.00' 55.0760.00'\/ 12 .00'- SOFT. 45 m ti 6010 21 o cv N 89°31A3" W Cu •L8•Lf- 9 d (TYPJ �29 L- 9.91' \ / PHASE9 m 6000 ti EASEMENTin aO SQ.FT. 28 SQ.FT. . m 110.00' -4 in, xN 89°31'43" W o rn C C 8963 11 �°o N 89 *31'43" W N 89 °31'43" W n I- ID ALK �' w o 7200 CALLED 60.549 ACRES z 117.65' 117.85' C o Inn � SOFT. I TANCE o 6050Ji SO.FT446381 rn ESMT. 6461 6050 0 _0TWO-J PARTNERS, LLLP o 0 o BLOC( KK z 22 w Q2, I �D SOFT. oo SOFT. Qo SOFTFT. o6006 0 4 6000 0 o SQ.FT.INST. N0. 20080509000562490 ov SOFT. 46 v 27 6010 0l 2ti PHASE9 n� 6684 13 c°on o 15N 89 °09'11" W D.R.C.C.T. Ln n SOFT. c 22 P1 p0' q. G 14 1 2 SQ.FT. o �-+ + 120.00' N 89 °31'43" W nl N 8923 963" W ti p J� p SOFT. o o 0o w o 3 1 N 69 *31'43" W q 10870 12 ° Je v 12 z 6000 M 115.50 A r BLOCK HH v '0 9. z oo � Ln SOFT 43 o BLOCK KK 117.65' 117.85' Lq N SOFT. ti 0 0 - - v 7029 v 6684 •pp.�S., � io 0 6006 0 0 6000 26 0 o Ln 21 so - 11 n Ln SO.FT.47 �i 8+ Iti SQ.FT. 6010 23 o SOFT. a N72° p tiS9°SQ.FT. �v 42.9 55.00' 89 5001" W 176000' 1 Cu o I N 8 1 N R7 un n . 1 18" 1 9• 16 y19.01' z 120 00' „ W Ln SQ.FT. n ti 11' L A! R a 23.91 N 89 °31'43" W o 11.Op - k / ^0 10 4S q1 0 6000 0 115.50' N 89 7,65' " W N 89 7.65' " W 126.63' xv 00• 7y n rnIq o o SO.FT.42 0 0 00 117.65' 117.85' oCD 6454 7 6311 6684 y1 BLOCK GG m n 6352 0 0 6050 ? 0 6600 0 n w 0 0 6930 0 to o v SOFT. 20 SQ.FT13 10 to 9011 m n SOFT. n Q SOFT. con o SOFT. oo N 89 ° 9'1 W SQ.FT. 48 n TYP.) 7059 0 7071 24 81 ° i� 7Q FT ^ . ti SOFT. 3 0 o " 1 On co 1 10' SOFT. 25 m N 44 ' N 4° 0 120.00' SOFT. ;7110.00' 15" W -j 14' ti f z 2 c) W PHASE g / \ PHASE II/ - 116.05' LO 110 45 W �� N . 5973 0 / E \ 110.00, w Co m 0 S 4 o n 41 0 115BLOCK FIF _50' MAIL cE 117.65' _ 117.85' / ^ ? o nh 61j v J SOFT. r ►� " 7016 11S S 9.41' N 89 °11'43" W O (TYP) EMT. v 6001 nn. N rn SOFT. 14 n m A v 6351 9 14 !y L=3 .16' / aoO 25' X 25' o _ S 89*31'43" E PHASE 19 �oU ,.� ti SOFT. _ / r 114.14' n SQ.FT. 6467 LO 55.00' 60.00' ;U � VISABILITY o SOFT. 5 m EASEMENT o 426.00' NORT 911ELDDRIVE N 89 °31'43" W z N 89 ° '43" W N89 °31'43"W 106.40' Ng o, 185.42' L4 0ro O ^ I 115.50' - - 1 110.00' w 116.00' 2q S ° 2 �^7 11 7740 75,11' 31.29' S \ / 117. 5' \ I� ti 2 S W „ Sp L3 S 89 °09'11" E SOFT. 40 117.85' 9 1" r) ti CE r 6001 Ln m" 6161 LL g 1pS JCT o Ln SO FT. 18 Ln v SO.FT.15 m 0 1.qe' B Q / 125 19. 6 6• 7515 0 0 7059 0 7071 0 o ti 8220 4- 3 °qLF u� cn o w SQ.FT. Q 6406 / p gg' IPj q., or O SOFT.1 Lo LO SO.FT.1 SQ.FT. 14 N 89°31'43" W z 89 3" W , UD ti v v SOFT. - rn 7776 Q o L� 09 110.00' 116.00' ti 8 om ^ m SQ.FT. ,� rn N 89'31'43" W N 89 *31'43" W w N 89°31'43" W v C- C o m 7 Ve w 117.65' 117.85' 0 6604 o m o C ti, o' 115.50' S0' .0.W.- o o SQ.FT. 17 P 6961 � LO o z o 6 9084 98 �o nN 15473 0 6006 C, Iq SO FT.2 0 6010 .-, C o O O o n 16 SOFT. z m N ,SOFT. tih 96S �� 9 99 0 o m o o n SQ.FT. m Ln SOFT11 LCnI In Ln SO.FT.13 n o m \ z / z \ 2 gOSO„ rn� 9 6y N 89°31'43" W o \ 110.00' _ /-62J8' BLOCK GG v 11gg1' W �' P S1�23 N 89 °31'43" W N 89 °31'43" W z N89 °3 27" L=49. • q 115.50' •6 _ _12' / - u 4 N84 ° 117.85' L_ 49'O6"W N 89 °09'11" (TVP.) o '63.38'/ ,� 7540 � 36 45.45' 0 6000 0 0l 10' S 89 °32'27" E SOFT. 37 62.00' o 0 6010 BLOCK II o SIDEWA _ 05 0 6006 o SQ.FT.3 r SO.FT.12 ( 25� XP25' MAINTANCE 249.22' g r'k o. ti \\ o�� 6122 ti� w C SOFT10 C u n n o PARIPiQaWNDRIIVE z0 SI HT ESMT. Lo Mqr _ ° ' SOFT H 35 r N 89 °31'43" W Nag °31'43" W VISA ILITY - E rgNCE _ 2 (TVP,) 6117 P� b a 36 35 I LYNDHURST DRIVE 3 - - - - - - - - - CDq U7) LLL0 LL) C) I 1 2 Cn 60.00 54.05 54.06 56.11' L=54.70' SMr. 5 X 9� v rn ' o 117.65' 117.85' L=56.72' = SO.FT, n m a 1 43" W EAS MENT / 25• 34 w m 115.50' / _ �ISAB R y onv w---------- - 0 6000 o L=5 EqS V 5 2 o - o 0 6010 o Lu w 6.72 ENT <, 2 S 8409 0 33 J 0 6006 9 00 �; SQ.FT.4 _ 11 ti w - L- �b 1' SQ.FT. o Ln SQ.FT. w 19 = w w 56 CU, S BLOCC FF SO FT. - 7725 80.00 R.O.W. C SQ.FT. LO t ' '� 17 w 18 mo ma 20 m 21 ` q o_ 23 ° 72,� L, R( <, 2 z C N 89 °31'43" W N 89 °31'43" W m- cm 22 5 \ S N 89°31'43" W 117.65' 117.85' 0 6000 0 _�� u: mov ^cu 24 w 115.50' 6661 N ti 6000 0 6000 6007 m 6000 v rn v m- < S La 0 6000 0 o T SO.FT. o SQ.FT. o SQ.FT. SQ.FT. o ti v� n 6, O' 6 36 35 0 o SOFT. o �v 7 9 9 0 6006 0 5 o m O.F o z z o 6 6000 v u 9 0 6 o w n SOFT. C o z SOFT. ° SQ.FT.. o 0 25 L 41 . o L 26 '� S C _ no SOFT. 10 z z z SOFT. �vti N. Sg0 h0 S6' IC SQ.FT. 6001 m� 9 1 1 T��Z' 15' PED. n ' m N 89 °31'43" W z 60.F m ACCES ESMT. m __ 54.05' _ 53.10' 50,79- z SQ.FT. 27 <, N 89 5.50' W N o 117.65' 117.B5' 1 270°13' L12 50.79' 50 Z SQFT. m y hp $q� 115.50' I C I- QI ° l0 6000 0 6010 N 189 °32 '27 " W L 11 L 10 79 50. = 600o ah 28 <.q L9 79" SOFT. ry ti o �9 SQ06 7 cooU z u� SOFT. 6 LIDSOFT. 9 O- A L� 50,79, Z 6000 ohP 29 �o1p9 Ln n N 89 °31'43" W N 89 °31'43" W ti 9 N 89°31'43" W 117.65' 117.84' io 16 15 14 13 12 1 11 ��/ SO)9 SQ.FT= yh6000 115.50' 0 0 7063 0 7072 0 ��.., ° I 1 I 10 I 9 I / �6 / q9 SOFT. ° yo. 3CD 60060 ° SO FT 6 coii o SQ.FT. 7 on SQ.FT. 8 I / ` 3j. 6000 BLOCK ei Ln \\ B / / S 52.7j• SOFT. ° oY " _ 7. 5' 117.85' L - / 31 115.50' N89'32'27"w 285.50' N89°3221 W - - - - - - - - - - - - - - - -- __ 7 _ S 115.50' - N 9a °3'2'27" W ] C.°RC7SSTNR PHASF 7 /l 6 // / �391 SOFT. N 89 °31 '43 " W VOL. ___-° PG. _-- 5 --- Jx F---- _CHATS - -DRIVE_ --- P.R_C.C_T.-- ---- / / 5 / // 9 \ / / 4 22 23 24 25 1 26 1 27 1 28 1 29 30 1 31 1 32 33 WARllmin3111 LINE RADIUS ARC DELTA CHORD TANGENT CURVE #1 1092.00' 596.50' 31°17'51" 589.11' 305.89' CURVE #2 500.00' 136.56' 15°38'53" 136AT 68.71' CURVE #3 255.00' 402.22' 90 °22'32" 361.80' 256.68' CURVE #4 800.00' 69.64' 5 °00'08" 69.82' 34.94' CURVE #5 800.00' 68.97' 4 °56'23" 68.95' 34.51' CURVE #6 800.00' 117.31' 8 °24'06" 117.20' 58,76' CURVE #7 800.00' 60.76' 4 *21'06" 60.75' 30.40' CURVE #8 800.00' 55.35' 3 °57'50" 55.34' 27.68' CURVE #9 260.00' 280.43' 61 °47'53" 267.03' 155.60' CURVE #10 150.00' 73.83' 28°12'07" 73.09' 37.68' SATE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 LINE BEARING DISTANCE L1 S89*31'43T 14,52' L2 N31°45'24"E 14.33' L3 S34 °33'10"E 24.54' L4 N44 °09'II"W 21.21' L5 S43 °25'20"E 27.75' L6 S89'09'11"E 25.49' LOT CRITERIA SUMMARY TABLE Typical Lot Dimensions; 50' x 120' Side Yard ; 5' Front Yard ; 20' Rear Yard ; 20' Corner Side Yard 15' Lot Area ; 6000' LINE BEARING DISTANCE L1 N89 °05'40"W 53.84' L2 N57°23'16"W 103.96' L3 N59 °16'27"W 55.41' L4 N64 °47'12"W 52.37' L5 N66 °45'21"W 49.37' L6 N69°45'07"W 50.79' L7 N73 °00'02"W 50.79' LB N75°56'20"W 50.79' L9 N78°59'24"W 50.79' 110 N82°02'28"W 50,79' 111 N85 °03'30 N 50.79' L12 N87 °45'16"W 53.10' L13 S00°28'17"W 2.00' LINE RADIUS ARC DELTA CHORD TANGENT C1 640.00' 454.14' 40'39'24" 444.67' 237.10' C2 405.00' 436,82' 51-47-53" 415.96' 242.36' APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. FA w 32 u� 9247 SOFT. - LEE GLENDALE DRIVE I 1 40 39 I I LE'CENIJ CENTERLINE - - RIGHT OF WAY - - PROJECT BOUNDARY LOT LINES - - - - - 2' TOPOGRAPHY LINE - - - - - - - - - 10' TOPOGRAPHY LINE PHASE LINE - - PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, a SCREENING WALL EASEMENT W ROSAMOND PKWY N O� W E s FF� COUNTY ROAD NO. 370 / SITES % S z fIACKBERR j RID. C ACACIA DR. VIC= Y N. T. S. rr ' WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK 11 Li LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ m IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK ILL; LOTS 1- 28 BLOCK MM a - PR EPAR ED ]BYo DEVELOPER: IN PHASE 11 E HENRY BRANTLY SURVEY, ABSTRACT No. 71 03 ®®DW� 1 OWNER: G. MORRISON SURVEY, ABSTRACT No. 559 MARSI� � BEING BLOOMFIELD 39.65 Acres ±10 CIVIL ENGINEERS - PLANNERS - SURVEYORS MHOMES DOUGLAS PROPERTIES, INC. LOCATED IN -3: 2405 Mustang Drive, Grapevine, Texas 76051 1 2309 AVE K CITY OF AMA Metro (817) 329-4373 SUITE 100 NOTE, TBPE REGISTRATION # F-2944 1050 E. HWY 114, SUITE 210 PLANO, TX 75074 COLLIN COUNTY, TEXAS o E ALL EASEMENTS AND OPEN SPACE TBPLS # 10021700 SOUTHLAK, TX 76092 972-422-1658 195 RESIDENTIAL LOTS w WILL BE MAINTAINED BY HOA . Contact: Mr. Edward Eckart 817-416-1572 4 OPEN SPACE LOTS AUGUST 2017 SHEET 3 OF 4 SP .. : 10 ISYN V • All that certain lot, tract, or parcel of land, situated in a portion of the Henry Brandy Survey, Abstract No. 71, and the Guyn Morrison Survey, Abstract No. 559, City of Anna, Collin County, Texas, being part of that certain called 73.598 acre tract described in a deed to Bloomfield Homes, LP recorded in Instrument No. 20131227001685590 of the Deed Records of Collin County, Texas (DRCCT ), and being more completely described as follows, to —wits BEGINNING at 3/8' iron rod found for the most westerly Northwest corner of said 73.598 acre tract, the Southwest corner of a called 4.0 acre tract described in a deed to Jose Facundo, et ux recorded in Volume 4625, Page 759 (DRCCT ), and being in the East line of a called 60.549 acre tract described in a deed to Two—J Partners, LLLP recorded in Instrument No. 20080509000562490 (DRCCT ), from which a I' iron pipe found for the Northwest corner of said 4.0 acre tract and the Northeast corner of said 60.549 acre tract bears North 00 deg. 28 min. 17 sec. East — 246.65 feet, THENCE South 89 deg. 04 min. 19 sec. East along the most westerly North line of said 73.598 acre tract and the South line of sold 4.0 acre tract, a distance of 721.27 feet to a 1/2' capped iron rod found stamped ' GEER' for an ell corner of said 73.598 acre tract, the Southeast corner of said 4.0 acre tract, and being the most southerly corner of Anna High School #1 Addition recorded in Volume 2011, Page 176 of the Plat Records of Collin County, Texas (PRCCT t, from which a 1/2' capped iron rod found stamped ' TIPTON' bears North 19 deg. II min. 23 sec. East — 0.24 feet, THENCE North 00 deg. 04 min. II sec. East along the most northerly West line of said 73.598 acre tract and the East line of said Anna High School #1 Addition, at 312.76 feet pass a 5/8' capped iron rod found ' illegible' for the Southeast corner of Lot I, Block I as shown in said Anna High School #1 Addition, continue a total distance of 927.71 feet to a 3/4' iron rod found for the most northerly corner of said 73.598 acre tract and being in the West right—of—way line of West Crossing Boulevard (80' right—of—way width ) as shown in Volume 2009, Page 413 (PRCCT ), said point being a Point of Curvature of a non —tangent circular curve to the left, having a radius of 640.00 feet, a central angle of 40 deg. 39 min. 24 sec., and being subtended by a chord which bears South 40 deg. 37 min. 22 sec. East — 444.67 feet, THENCE in a southeasterly direction along said curve to the left, departing the East line of said Anna High School #1 Addition and continue along the East line of said 73.598 acre tract and said West right—of—way line, a distance of 454.14 feet to a 1/2' iron rod found 'bent' , THENCE South 60 deg. 57 min. 04 sec. East tangent to said curve and continue along said East line and West right—of—way line, a distance of 107.46 feet to a 1/2' capped iron rod set stamped 'GOODWIN 8 MARSHALL' for a Point of Curvature of a circular curve to the right, having a radius of 405.00 feet, a central angle of 61 deg. 47 min. 53 sec., and being subtended by a chord which bears South 30 deg. 03 min. 07 sec. East — 415.96 feet, THENCE in a southeasterly direction along said curve to the right, the East line of said 73.598 acre tract, and said West right—of—way line, a distance of 436.82 feet to a 1/2' iron rod found 'bent' , THENCE South 00 deg. 50 min. 49 sec. West tangent to said curve and continue along said East line and West right—of—way line, a distance of 1352.01 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northeast corner of proposed Phase 7 of West Crossing, from which a 5/8' iron rod found in the East line of said 73.598 acre tract, some being the West right— of—way line of said West Crossing Boulevard bears South 00 deg. 50 min. 49 sec. West — 164.46, THENCE in a westerly direction departing said East line and West right—of—way line, continue along the North line of said proposed Phase 7 the following seventeen (17 ) courses, North 89 deg. 05 min. 40 sec. West, a distance of 53.84 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 57 deg. 23 min. 16 sec. West, a distance of 103.96 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 59 deg. 16 min. 27 sec. West, a distance of 55.41 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 64 deg. 47 min. 12 sec. West, a distance of 52.37 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 66 deg. 45 min. 21 sec. West, a distance of 49.37 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 69 deg. 45 min. 07 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 73 deg. 00 min. 02 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 75 deg. 56 min. 20 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 78 deg. 59 min. 24 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 82 deg. 02 min. 26 sec. West, o distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 85 deg. 03 min. 30 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 87 deg. 45 min. 16 sec. West, a distance of 53.10 feet to a 5/B' capped iron rod found stamped 'WESTWOOD', North 89 deg. 32 min. 27 sec. West, a distance of 270.13 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , South 00 deg. 28 min. 17 sec. West, a distance of 111.00 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 89 deg. 32 min. 27 sec. West, a distance of 285.50 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', South 00 deg. 28 min. 17 sec. West, a distance of 2,00 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 89 deg. 31 min. 43 sec. West, a distance of 115.50 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northwest corner of said proposed Phase 7, and being in the West line of said 73.598 acre tract and the East line of said 60.549 acre tract, from which a 1/2' capped iron rod found stamped ' TWC' for the Southwest corner of said proposed Phase 7 and the Northwest corner of West Crossing Phase 5 recorded in Volume 2016, Page 554 (PRCCT ), bears South 00 deg. 28 min. 17 sec. West — 475.94 feet, THENCE North 00 deg. 28 min. 17 sec. East along the West line of said 73.598 acre tract and the East line of said 60.549 acre treact, a distance of )098.26 feet to the POINT OF BEGINNING, containing 1,727,231 square feet or 39.652 acres of land, more or less. • I. Bearings are oriented to Texas State Plane Coordinate System, North Central Zone, 4202, derived from GPS observation.The combined scale factor for this site is 0.99985652. This factor is to be applied to any ground coordinate or distance values in order to reduce said values to State Plane grid. 2. All property corners are set with 1/2' iron rods with yellow plastic caps stamped ' Goodwin 8 Marshall' , unless otherwise noted. 3. Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utilities and building permits. 4. ROW owned by City, Landscape Improvements, Owned and Maintained By Owner, HOA or the Owners of the Individual Lots Contained within this Plat, As Applicable. 6. According to the Flood Insurance Rate Map (FIRM ) panel 48085CO155J, effective June 2, 2009 and Flood Insurance Rate Map (FIRM ) panel 48085CO160J, effective June 2, 2009. This survey is located in Flood Insurance Zone ' X' (non —shaded ), being defined as areas outside the 0.27. annual chance floodplain. 7. Parkway improvements such as curb 8 gutter, pavement tie—in, drive approaches, sidewalks, and drainage inlets may be required at time of building permit issuance via a parkway permit. B. Lot 29X-30X, Block MM, 17X-18X, Block ILL are private H.O.A./Developer owned and maintained open space lots. 9. The person responsible for preparing this plat is John Nichoas Rogers, R.P.L.S. # 6372 Goodwin 8 Marshall, Inc. 2405 Mustang Drive Grapevine, TX 76051 (817 ) 329-4373 5 ' UE 5 ' UE STREET R n W „c /0' wide except where noted TYPICAL PUBLIC UTILITY EASEMENTS NOTE- UE easements are parallel and perpendicular to street right—of—ways and lot lines unless otherwise shown. ti W 25'X25' VISIBILITY t J EASEMENT (TYPICAL ) /0' 25' LOCAL STREET STREET TO STREET INTERSECTION /0' XIO' SIDEWALK AND UTILITY EASEMENT (TYPICAL J NOTE- DETAIL PERTAINS TO ALL LOCAL INTERSECTIONS. TYPICAL STREET INTERSECTION N. T. S. ]PREPARED BY: G G�\\®�� DWHN SHALLE CIVIL ENGINEERS --- PLANNERS --- SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart OWNER: BLV \ M- ILLi.� HOMES 1050 E. HWY 114, SUITE 210 SOU HLAKE, TX 76092 817-416-1572 DEVELOPER: �J PDOUGLAS PROPERTIES, INC. 2309 AVE K SUITE 100 PLANO, TX 75074 972-422-1658 a WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK 11 LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1— 28 BLOCK MM IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING 39.65 Acres LOCATED IN CTTY OF ANNA COLLIN COUNTY, TEXAS 195 RESIDENTLkL LOTS AUGUST 2017 SHEET 4 OF 4 r 0 N r` 0 0 0 0 z a 3 W a m a a_ a_ E e _I N 0 l V n OODWIN d `�-� CIVIL ENGINEERS -- PLANNERS — SURVEYORS October 30"", 2017 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75449 RE: West Crossing Preliminary Plat - Phase 9 and 11 Dear Mr. Johnson: Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West Crossing development on downstream properties. This analysis, which has been submitted to, reviewed and approved by the City back in April of 2017 shows no detrimental impacts downstream. Based on this, this letter serves as our verification that no detrimental impact is experienced downstream of the project due to the construction of West Crossing Phase 9 and 11. Mr. Johnson, we appreciate your time and considerations during the review process of this project. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this matter. Sincerely, Goodwin & Marshall, Inc. Edward Eckart, P.E. EWE/mjb TEXAS • 2405 Mustang Drive • Grapevine, T% 76051 • 017,329.437) TENNESSEE • 6074 Apple Tree Orin • Memphis, TN 38115 • 901.881.918B ARIZONA • 6909 West Ray Road, Suite 15 • Chandler, Al 85226 • 602.218.7285 COLORADO • 8400 E. Prentice Ave. • Greenwood Wllage, CO B011I 303.459.4861 Item No. 4. l Planning Commission Agenda Staff Report Meeting Date: 11 /6/2017 Staff Contact: Maurice Schwanke YMFLIHOMETOWN AGENDA ITEM: Consider/Discuss/Act on recommendation regarding "Pecan Groves Phase 2" final plat. SUMMARY: The Pecan Grove Phase 2 final plat contains 38.324 acres located in the James Slater Survey, Abstract No. 868 and the R.C, Ingraham Survey, Abstract No. 464. The final plat contains 152 residential lots. The plat layout is in conformance with the existing zoning. Engineering Plans have been reviewed and approved. A letter from the Engineer of Record is attached stating that no adverse downstream impacts. STAFF RECOMMENDATION: The staff is recommending approval of the final plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 9/28/2017 Exhibit 11 /2/2017 Exhibit 11 /2/2017 Exhibit 0 50 100 200 SCALE: 1" - 100' TY & SAIRA OSMANI DOC, NO, 20161208001663960 (A CD I� Irn M JAMES SLATER SURVEY i/2• g N880 28'14"E 465.63 �1/_' IRF a: ABSTRACT NO.868 - _ _ _ _ :- 7 C 64.00' _ _ - 65.93' 64.02 - 70.02' T r o EZRA SWELBY SURVEY j2 66' 64.00 •00 5'P.M.W.E. ABSTRACT NO.839 o o I r W O �0 4, N _� wW 1 2 "_ 3 A 4 �° imW 5 toN 6 � N N in con N u' 7 m rl rn g TRACT 1 BLOCK K DEDICATED NATURE AREA � w A N L 4 25'X25' ' DEDICATED TO & MAINTAINED -t 20' B L _ VA_M 4, ' N BY HOA_ 0024 AC. I -- -.�� _ - - �- -- aw nn' rA nn' - _ _ -"10J6 25.45,28.10' 64.00' - _ 70.26', ATC NO.9/SHRP COMMERCIAL, LTD. 67.295 ACRE TRACT DOC. NO.20151021001332960 0= 03°24' 15" R= 3120.00' T= 92.72' L = 185.38' C= 185.35' B= N86° 15' 06 "E N85° 10'-3S"E 371.2�75.z ' I p P ` 75 2a. - 5 P.W.M.E. II I CO zO _ ��1��1".OG� �o 4 3 I �SN N A 01 , m °' Ir 1 2 g 25'X25'' I `r '-- 2p25' VAM - - 20' B.L.._ - - - - M �2 V f VA" 1'T1 � - - - 185.41' C HERRY BLOSSOM_ STREET25 --------'_"6 0 Q.W.) 62.10' 62.10' _68.16 ` I BB° 26'37"W 145.00' .77�30.70' C22 N89. 54.06"E 165.35' C23 60,00' 1S'1V 42 A4 6210' - 120.00' _ - - - " 20' B.L- vEA+Mm - �,pQ_ _ - 20. 7' 6E .12' 0.69' 21.58- 2.59' 57.68' 60.00' 47.67' 12.33' 60.00' _ _ - _ _ - N o > fu w � f i N 10'B.L. '%� , `CQ`.-- - 20' LA --- ---- --- ----- '-' N o �; a 17 .Z 16 0"' 15 lo z IC? 25'X25' \25'X25' o w �'' W W o W ': 0 19 A 18 - o 6 m,- o 19 vAM I vAM N N 20 = �c v' fn c 4 28 � w 27 V CS 26 0 = 25 0' 24 8= 23 = 0 22 ` -i 21 N m '" I I u�.uu TRACT IBLOCKNATURE o 18 R DEDICATED NATURE AREA I A O DEDICATED TO & MAINTAINED o BY HOA 0.122 AC. m �a 17 in ;0 A= .. rm r z< M 16 oN c MARC DOWNS & CAROL LEE m 73 VOL. 5431, PG. 5242 < g I ' Z k 15 O N C A A Z rn O O o 14 wk,° 112.0 00 115.0 13 (N o 1 0 12 i""Ie o pS1v�0�h I # go �P. TRACC�O�� 392BLCCK A ao OFG, JOANCLUSCOMSE PK Nat Fnd. POINT OF BEGINNING tt 10 9 8 7 88.41' 115.01 6 6 k.'Im w o 0 o c w '^ 59_58' r o 0 0 0 '" rn m O v' �^ 5' P.W.M.E �^ v' m m 1' 19.1�' 40 7_2' �-62.66' _ 69.86 ., N m0 w I-65.64' S9.56' _59.95'_ �Q.OQ'_ 47_67'12.33' 64.23'_ -6 `i1 _ _ 63.51'_ - �i3=5^ 3.88'2 �62.6�i' 62.66' C0 5'P E z I I •{� o _ 6.00 �I g' 01 I-67.54'--60.66' 60.00'--60.00'_ 45.2TjZ_ ' 59.4 -$9-4 02T 69.45' 59 45 z o A 'o'.' m ��i a ' � Z � la I 3 5' P.w.M.E. 3 z o °; 1t .; 12 w 13 0 14 d I f� 1 m N o o oo N w ;' 9 : cAn 10 w °' 5' P.M.W E! �? uo+l m 1 0 0 2 3 0 4 0 5 : e 6 = w 7 "�' 8 p u! g- ---- 20' B �. 25'X 5;�� ' O .A ' ,25'X25' z ^ z z z f g `�' - _ g _ _ - - 60.00' 60.00' 65.8 I `�' I O _ _ Ao_oo I = I I rp A to . W ' N O P ' cn I o >J 0 I � 5 �33.7 - - F20' W.E. _ _ o EZRA SI ABSTI JAMES SLATER SURVEY ABITRA �� R C ING1, SURVEY �= 0 1° 1 1 3 2 ABSTRACT NO.464 R= 3000.00' T= 31.21 ' L= 62.42' C= 62.42' B= N88028' 37 "E LINE TABLE CURVE TABLE LINE NO. BEARING DISTANCE CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. N 50°46'11" E 31.69' 1. 114037'44" 50°00' 100.03' 77.93' 84.16' N5803733"W 2. N 43040' 24" W 21-15' 2. 050 31 ' 04 " 2975.00' 286.51 ' 143 ° 36' 286.40' N870 O8' 34 "E 3. N 08012'18" E 68.36' 3. 04012'42" 2085.00' 153.26' 76°67' 153.23' N86029'23"E 4. S 79003'48" E 52.99' 4° 02033'55" 2085.00' 93.35' 46.69' 93.35' N89052142"E 5. N 00005'54" W 20.00' 5. 22019'54" 100.00, 38.98' 19.74' 38.73' S09045141"W 6. S 31031'47" E 56.76' 6° 22019'54" 100.00, 38.98' 19.74' 38.73' N12034'13"W 7. S 8. N 25047'30" 01018'43" E W 47.12' 374.64' 7° 163024'39"' 50.00' 142.601 ----' 98.95' N46019'36"E 9. N 01018'43" W 471.83' 8° 06042145" 325°00' 38.07' 19.06' 38.05' N04050'56"E 10. N 88041 ' 17" E 5. 00' 9° 02043'54" 2395.00' 114°19' 57°10' 114.17' S8002545"E 10. 090 36' 34 " 2395 ° 00' 401 ° 68' 201 ° 31 ' 401 ° 21 ' S860 35' 59 "E 11. 01055123" 2230.00' 74.85' 37°43' 74.84' S89048'02"E 12. 03034'09" 2230.00' 138.92' 69.48' 138.90' S86010'07"W 13. 050 31 ' 04" 2830. 00' 272.54' 136. 38' 272.44' S870 08' 34 "W 14. 070 33' 31 " 2605 ° 00' 343 ° 66' 172 ° 08' 343. 41 ' N860 07' 21 "E 15. 06015'09" 2395.00' 261°36' 130.81' 261°23' N85028'09"E 16. 05041'19" 2540.00' 221°62' 126.19' 252.07' S85011'14"W 17. 07o33'31" 2460.00' 324°53' 162.50' 324°30' S86007121"W 18. 07033'31" 2315.00' 305.40' 152.92' 305.18' N86007'21"E 19. 06015'09" 2685.00' 293.00' 143.65' 292.86' N85028'09"E 20. 08044147" 2830.00' 283.82' 142.03' 283.71' S85012'58"W 21. 07033'31" 2170.00' 286°27' 143°35' 286°07' S86007'21"W 22. 01 ° 27' 29 " 975.00' 24. 81 ' 12 ° 41 ' 24. 81 ' N890 10' 22 "E 23. 00037'27" 2025.00' 22.06' 11°03' 22.06' N89035'23"E 24. 06056'04" 2025.00' 245.09' 122.69' 244.94' N85048137"E 25. 01028'01" 2975°00' 76.17' 38.09' 76.17' N83004'36"E 26. 04047108" 2975.00' 248.48' 124°31' 248.40' N86012'10"E ATC NO.9/SHRP COMMERCIAL, LTD. 67.295 ACRE TRACT nnr Kin enf�fnefnMzzoeen NOTES: 1. Bearings ore referenced to a 30.837 acre tract, as described in Doc. No. 2015114001395460. in the Deed Records of Collin County, Texas. 2. �I/2" iron rods with "CORWIN ENGR. INC." yellow cop set at at all boundary corners, block corners, points of curvature, points of tongency, and angle points in public right-of-woy unless otherwise noted 3. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRS -iron Rod Set IRF -iron Rod Found P.W.M.E. - Private Wall Maintenance Easement W.E. - Water Easement 4 - Street Nome Change VAM - Visibility, Maintenance & Sidewalk Easements 4. Open Space lots (A-1, 8-1, D-1, & M-1) are dedicated to and maintained by the H.O.A. 5. According to Flood Insurance Rate Mop (FIRM) Mop No. 48085C0155J, Dated June 2, 2009 prepared by the Federal Emergency Management Agency (FEMA) for Collin County, Texas, this property is within Zone X. SQ.02 _ fO.OQ: VAM - ?Q.04 V o o y - - 7� _°- - - fg'QO_ - - - - --- 53 M.E. - - ---- - - _ _ _ 60.00' _ _ 72_54' - --- V I vngn °' _70�Q2 _ - N _ §Oy01- - �.� - �0.91- - �0.01'- I ��, p- - - - 86.04' 5' P.W.M.E.142.22_ ►�• p• - - J G �' - -- -- - -- �' �Q V' FINAL PLAT N SPACE A-1-0.132 AC i =�z OPEN SPACE B-1 - 20' WATER EASEMENT - 0.257 AC. o_ i 80' 0. 0 0.220 AC. - OPEN SPACE D-1 - 20' WATER EASEMENT - 0.220 AC. ° 0 OF N 4' 190.46. } N89. 54'06"E 562.99' S89° 53'19"W 476.86' 15ti:�. 40' R.O.W. DEDICATION FOSTER CROSSING ROAD (CR 366) 461.78' �... 167 15' 43.72' O 40' R.O.W. DEDICATION o o a/t" IRF - PECAN GROVE S89° 54'07"W 891.39' S890 54'55"W S890 53'19"W 470.23' Z a CO g Z PHASE Z0 210.86' WO W ^o CENTERLINE FOSTER CROSSING RD. 0.01gg AC o 00 ^ PROJECT N X.LANpSCAPE AREA o DEDICATED TO AND LOCATION n tir o OUT OF THE MAWTAINED BY HDA Uj toIX N0 JAMES SLATER SURVEY ABSTRACT N0.868 r p Q N O Z J R.C. INGRAHAM SURVEY, ABSTACT NO, 464 N 2 c BURL IN THE 0 CITY OF ANNA C O L L I N COUNTY, TEXAS FOSTER CROSSING RD. OWNER/APPLICANT LOCATION MAP PECAN GROVE PHASE II, LTD. N.T.S. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 214-522-4945 TOTAL LOTS 152 PREPARED BY TOTAL ACRES 38.324 CORWIN ENGINEERING, INC. TBPE FIRM *5951 TBPLS FIRM *10031700 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 AUGUST 2017 SCALE: 1"-100' SHEET 1 OF 2 LEGAL DESCRIPTION WHEREAS, PECAN GROVE PHASE II, LTD., is the ownere of a tract of land situated in the R.C. Ingraham Survey, Abstract No. 464 and the James Slater Survey, Abstract No. 868, in the City of Anna, Collin County, Texas, being part of a 67.295 acre tract, as described in Doc. No.20151021001332960 and the 30.837 acre tract, as described in Doc. No. 20154001395460 in the Deed Records in Collin County Texas, and being more particularly described as follows: BEGINNING, at a PK nail found at the southwest corner of said 30.837 acre tract and being in approximate centerline of County Road 366; THENCE, North 01° 18'43" West, with the west line of said 30.837 acre tract, for a distance of 1207.91 feet, to %2 inch iron rod found at the most westerly northwest corner of said 30.837 acre tract and being in the south line of a 10.00 acre tract, as described in Doc. No. 20091120001412550, in said Deed Records; THENCE, North 88° 2814" East, along the north line of said 30.837 acre tract and the south line of said 10.00 acre tract, for a distance of 465.63 feet, to a%2inch iron rod found at an interior ell corner of said 30.837 acre tract and being the southeast corner of said 10.00 acre tract; THENCE, North 85° 10'38" East, for a distance of 371.20 feet, to a%2inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", being a non -tangent curve to the right, having a radius of 3120.00 feet, a central angle of 03' 2415", and a tangent of 92.72 feet; THENCE, along said curve to the right for an arc distance of 185.38 feet (Chord Bearing North 86° 15'06" East - 185.35 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 00013'520" East, for a distance of 120.06 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", on a non -tangent curve to the right, having a radius of 3000.00 feet, a central angle of 01° 11'32", and a tangent of 62.42 feet; THENCE, continuing along said curve to the right for an arc distance of 62.42 feet (Chord Bearing South 88° 28'37" East - 62.42 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 01° 24'16" East, for a distance of 460.02 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at a non -tangent curve to the right, having a radius of 2540.00 feet, a central angle of 11° 46'38", and a tangent of 261.97 feet; THENCE, along said curve to the right for an arc distance of 522.10 feet (Chord Bearing South 843%457'07" East - 521.18 feet), to a %2 inch iron rod set wtih a yellow cap stamped "Corwin Eng. Inc." at the point of tangency; OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, PECAN GROVE PHASE II, LTD., are acting herein by and through thier duly authorized officers, does hereby adopt this plat designating the hereinabove described property as PECAN GROVE PHASE II & III, an addition to the City of Anna, Texas, and do 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 some 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 , 2017. THENCE, South 79' 03'48" East, for a distance of 52.99 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; PECAN GROVE PHASE II, LTD. THENCE, South 10° 56'12" West, for a distance of 170.00 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; STATE OF TEXAS: THENCE, North 79° 03'48" West, for a distance of 20.91 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; COUNTY OF DALLAS THENCE, South 08° 12'18" West, for a distance of 68.74 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared RICHARD SKORBURG, known to me to be the person or persons whose THENCE, South 020 25'52" East, for a distance of 178.92 feet, to a �/2 inch iron rod found at the northwest corner of a 1.0758 acre tract, name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as described in Doc. No. 19960624000426030, in said Deed Records; in the capacity herein stated and the act and deed of said company. THENCE, South 02° 4619" West, along the west line of said 1.0758 acre tract, for a distance of 216.91 feet, to a PK Nail set at the GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of , 2017. southwest corner of said 1.0758 acre tract being in the centerline of said County Road 366 and being in the south line of said 67.295 acre tract. Notary Public in and for County THENCE, South 89° 53'49" West, along the south line of said 67.295 acre tract and with said centerline, for a distance of 470.23 feet, to a PK Nail set; My Commission Expires: THENCE, South 890 54'55" West, continuing along said lines, for distance of 210.86 feet, to a PK Nail found at the southwest corner of said 67.295 acre tract and the southeast corner of said 30.837 acre tract; THENCE, South 89° 54'07" West, continuing along said lines, for a distance of 891.39 feet, to the POINT OF BEGINNING and containing 38.324 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that I prepared this Final Plat and the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivision Regulations of the City of Anna, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office, this day of , 2017. NOTARY PUBLIC, STATE OF TEXAS APPROVED THIS DAY OF 2017, BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS. Ally= CITY SECRETARY FINAL PLAT PECAN GROVE PHASE II OUT OF THE JAMES SLATER SURVEY ABSTRACT N0.868 R.C.INGRAHAM SURVEY, ABSTACT N0.464 IN THE CITY OF ANNA COLLIN COUNTY, TEXAS OWNER/APPLICANT PECAN GROVE PHASE II, LTD. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 214-522-4945 PREPARED BY CORWIN ENGINEERING, INC. TBPE FIRM 05951 TBPLS FIRM *10031700 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 AUGUST 2017 \dgn\16063-p1 SHEET 2 OF 2 F'd CORWIN ENGINEERING, INC. 200 W. Belmont Dr. • Suite E • Allen, TX 75013 (972) 396-1200 • FAX (972) 396-4987 October 30, 2017 Maurice Schwanke Director of Planning and Development City of Anna 3223 N. Powell Parkway Anna, TX 75409 RE: Pecan Grove Phase 2 Dear Maurice, The Pecan Grove Phase 2 development as designed on the engineering plans prepared by Corwin Engineering, Inc., in October, 2017 will not damage downstream property due to the development's impact on off -site drainage. Sincerely, CORWIN ENGINEERING, INC. Brandon Davidson � *, OF re N11op t rBRANDON DAVIDSON ............................... 87682 Engineers 0 Planners 0 Surveyors Item No. 5. 3 Planning Commission Agenda Staff Report Meeting Date: 11 /6/2017 Staff Contact: Maurice Schwanke YtOURI HOMETOWN AGENDA ITEM: Consider/Discuss/Act on recommendation regarding "Anna Crossing Phase 2" final plat. SUMMARY: The Anna Crossing Phase 2 final plat contains 39.799 acres and is located in the Granderson Stark Survey, Abstract No. 798. Within this project, 137 residential lots are proposed. The plat layout is in conformance with the existing zoning. The engineering plan have been approved for the Plat. A letter from the Engineer of Record is attached concerning no impact downstream. STAFF RECOMMENDATION: The staff is recommending approval of the final plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 10/27/2017 Exhibit 11 /2/2017 Exhibit 11 /2/2017 Exhibit 9 ' 422 n ITE iMATCH LINE- - -- -- -- N - J -- -- S89035'28"W387.78' -- -- - L - -- -- SEE SHEET NO. 2 y5� L=249.35' _ p3 89' 25 00' 25 OJ 67.27' 0 62.33' 62.33' 62.33' 62.33' 71.19' IT WATERLINE ESMT-< R=395.00' '1 •- LLI 00 o 0 10 U.E. o \ I o S89 50 33 E 120.00' y / / LOT 6 / / / 00 86 35' o I -' I Im o o n 25.00' 25.00' o LOT 1 o m w0 � O oo I 7200 SF / LOT 6 \ / - - \ \ �5 Q iv o 0 o iv :1 o MIN. FF z, LOT 15 Z = I LOT 1 `' LOT 2 O LOT 3 o LOT 4 o LOT 5 M LOT 6 0o ELEV. 683.6' LINE \ \ \ �� 2 8408 SF N 7480 SF N 7480 SF 7480 SF 7480 SF N 8471 SF w 120.00' gUI _DIN `� �, MIN. FF - N MIN. FF o MIN. FF '~ MIN. FF '�' MIN. FF '-' MIN. FF ° MIN. FF N00 35 \ \ \ \ o° LOT 14 N I o o a o 5 WALL MAINTENANCE, o ELEV. 685.7' ELEV. 684.4' o ELEV. 684.1' 1 15' UTILITY / / �� \ \ \ \ I �Oti o0 8788 SF ELEV. 690.3' Q ^ z o EASEMENT ° cn a, ELEV. z ELEV. ELEV.686.7' EASEMENT / / LOT 7 cb \ *- ELEV. Z iv N z o m LOT 2 / J t, 10' U.E. 20' B.L. 10 U.E. o of Q�'��j \ pp o N - - - _ _ o b 7200 SF LOT 5 / / \ IRF pp. 'L�, LOT 13 ��, / 7n 70.00 62.33 62.33' 62.33' 62.33 70.00 / 30' DRAINAGE oO 8286 SIF o 70'19 ``' o EASEMENT vs MIN. FF oo / ` o 0 120.00' 6p 12 z 25' V.A.M. ELEV. 692.T / �- 25' V.A.M. 23.00' 25' V.A.M. TIANA_STREET 438.88' N LOT 5 \ Q� �'� 60� LOT 12 i5 C23 8S 9°35'28"W 50' RIGHT-OF-WAY S89035'28"W o o (3, Ile 18�'I 7200 SF �o ��;�� j N LOT 3 - 7200 SF / ANNA CROSSING „ 3 LOT 11 rc� MIN. FF O. l PHASE 3A ° N� 12E p00 7200 SF o� ELEV. 693.3' �`6' i C_56.7_9 _ 60.00 _60.00 - - 60.00' - - 60.00'-. - _ 60.00, 60.00' - 72.82 -- - 120.00' CABINET 2016, NBA o MIN. FF p / 653� 20' B. L. 10, U. E. SLIDE 48 I ELEV. 693.9' /p0� �i j 3.81' 10' U.E. / 7 P.R.C.C.T.�o yy L� LOT 4 ti / / / ti0 p p 10 U.E. / in a LOT 4 /�p��QP j / / 5� `� opp LOT 10 °' i 7200 SF m / / ° ti 7200 SF /pp / of Ln r' I- O MIN. FF /gyp• O LOT 20 LOT 19 a, LOT 18 LOT 17 ^ LOT 16 ^ LOT 15 o LOT 14 LL, LOT 13 I� 120.00' / 5 o ELEV. 694.6' / o LOT 21 - o, rn IRF 50�• o �, L=19.99' N o 9065 SF u? 9233 SF 9269 SF 9305 SF M 9340 SF 9376 SF o 9411 SF N 11346 SF a�' LOT 4 ��° LOT 9 ° i rx°� °� 9i 8081 SF � � Ln I� I �0,�, �s 7200 SF �, OOp �'LD`� � � M � o w � I LOT 5 LU Q 4 v L=25.10' MIN. FF (o ' ¢ o ( / O I d- Qj � • M f- w o 7200 SF � � m` / J `6'. ELEV. 695.3' � 5� / HOA TRACT 3 � � � I � � oI �a // �' o 39�79T kL AREA: ACRES OR w ' o w \ �, �`� LOT 8 ti� ,� 9900 SF o �, o HOA TRACT 2 0oaF 7481 SF o Op0 jy z 1,733 650 SQUARE FEET Z = 120.00' / �/� / 9, MIN. FF D. P C7 / LOT 3 / y / / \ 138678 SF �u, ELEV. 696.4' P�� OF� 163.49' N890 50' 33"W N890 50' 33"W JO Qc J o 0 MATCH LINE SEE SHEET NO. 2 LOT 6 LA PALOMA SUBDIVISION CABINET C, SLIDE 418 P.R.C.C.T. �� / / \ L-290.13' L=20.43' Q� ,1.� / 43.48 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 71.26' < o� I _ LOT 7 1� /05 '��it��CO / Q oI LOT 6 co R=645.00' 1�' � 8027 SF p �' O / / U o 00 ,5. So o, / �. ANNA CRO SING CREEKSIDE LTD. o 7200 SF �q o MIN. FF / / / �� o INS RUMENT NUMBER20161128001603 10, O.P.R.C.C.T. O0 LOT 3 ni �, ELEV. 697.6' p. , � 10' U.E. LOT 6 °� 3 �� M w 120.00' / I l C(/ 1 p� ,--i Oi O� O •--i .--i iV M >j N I N 15' UTILITY ;,� 8027 SF �p0 �co "' LOT 2 LOT 3 Ln LOT 4 o LOT 5 LOT 6 o LOT 7 N LOT 8 � LOT 9 o LOT 10 LOT 11 N LOT 12 is Ui EASEMENT o NS MIN. FF O ��'L / LOT 1 M 8009 SF M 7973 SF M 7938 SF M 7902 SF M 7867 SF 7831 SF 7795 SF ^' 7760 SF ai 7724 SF o 7689 SF M 9005 SF Ir-� oo M oI -� o Io ELEV. 698.4' / N N I N o �'� o LOT 7 S / S� 15153 SIF N LOT 2 / / / ��"�• ��6 ,g°� co L=39.12' o z of 7200 SF CD o 0 0 ° o LOT 5 �O ��; 20 B.L. - BLOCK B / / / = v �1 / ,pp 6s� 1�O o \ \ V 10' U.E. z 120.00' 8027 SF 00 / �25'V.A.M. 0 13 - -- - -- - - ---- - ---T60.0C-- -- -60-.00 MO -- -- LOT 2 ^� NS MIN. FF / / j / ti 8.02 38.64' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 70.00' o LOT 8 p" 8o ELEV. 699.1' C o o ii ?4 25' V.A.M. 7200 SIF DGg BLOCK c ., 6 N89035'28"E - CARINNA DRIVE 7690 SF LOT 47�000 3r0 733.39' 50' RIGHT-OF-WAY o 120.00' MIN. FF Ln b � c� ELEV. 699.T \ \63 0 LOT 1 N h� /titii \ 3 - - L=52.16' 60.00' 60.00' 63.60' 63.60' 63.60' - - 63.60' . - 63.60-- 63.60' 63.60' - -. 63.60'- - - 71.19' 0 7200 SF l 0 6Z°� �%' "// ZO'8� 8.15'- - - - -- -- --- - --- - - - -- --- -- -- o m LOT9 I IRF oo 14>,, ��' / 20' B.L. o 10 UTILITY I I s� cO I LOT 3 1 /^?°j / � 0 10' U.E. o tO N `q LOT 7 EASEMENT Z0 p, / h Ln o LA PALOMA SUBDIVISION 0 o 120.00' CABINET C, SLIDE 418 7200 SF 00, '� / MIN. FF / / h o 0 0 0 0 o b b o - P.R.C.C.T. co o ti LOT 29 LOT 28 w LOT 27 o LOT 26 o LOT 25 o LOT 24 o LOT 23 o LOT 22 o LOT 21 o LOT 20 o LOT 19 o LOT 18 LOT 17 I o -- LOT 1 ,� ti N6�° / /� // 0 7.i o 0 0 0 0 0 0 0 0 ELEV.701.4 o w o _ o LOT 30 N 10699 SF � 8253 SF M 7200 SF N 7200 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF ;,� 8471 SF - - - ° 15, UTILITY n,°j 1 4�" 0 / /� ��"' 15682 SF rn O1 LOT 10 o w / ti o o N J 7200 SF 4=4 5202 hb LOT 2 I2 ,o /40 y / ko 0 o m SHARP STREET R=1250.00' EASEMENT R0 o L=124.43 0 / O o N h of R=587.77' ii 0 /� q,/ o voj voi o 50' RIGHT-OF-WAY L=106.18' IS' BUI�O v 7923 FF /�ti moo, / / N89 35 28 E 120.00 CABINET 2016, SLIDE 48-P, CB=574°15'06"E . �1NG �I "! RZT1� �NF z S68o ELEV. 702.1 L/ 53.05' 60.00' 95.72' 75.50' 60.00, 60.00' 63.60' 63.60 63.60' 63.60' 63.60' 63.60' 63.60' 63.60' 70.00' CL=106.15' rr 04 /� �' Z ^°' 56.48' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 70.00' Li 6 1-4 kdoII LOT 11 00,/ 0 �� ' N89° 35' 28"E o w 7200 SF - - - �� ii LOT 1 /� / 0 10' U.E. Lu a o F----3T15 UTILITY - - - _ r0 J 8612 SF p / o o N o z � o F EASEM� - 8 06 r� 3.69 MIN. FF / V „� O o 0 120.00' Q o 'FOF�IIZ1/2" CAPPED / N LLJ w 1-4 IRON RO �TAMRED `v `\�� ELEV. 702.7' / / Q of o I 35' BUILD DING LINE "CORWIN ENG." IRF I "1 w o 0 0 0 0 0 0 0 0 0 0 0 w C) o N 5' WALL MAINTENANCE oo C S �� 2 i�/ / LOT 1 N LOT 2 o LOT 3 o LOT 4 o LOT 5 o LOT 6 o LOT 7 o LOT 8 o LOT 9 o LOT 10 o LOT 11 o LOT 12 o LOT 13 o LOT 14 o LOT 15 N LOT 16 o e LOT 12 � I� N 9,\ / M O O O O C:' O O O O O O O o M o LOT 1 II-q ,� S4 J S.00, 2500 "/ 9496 SF N 7200 SF � 7385 SF rR 7385 SF � 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF N 8329 SF I I� o EASEMENT Z _ N m OPEN SPACE \ Y6, o � Q W o 4--65 / o o 6I 7200 SF C) No w ? LOT 2 LOT 3 '~ \zr8 q \ 25' V.A.M. �' / 2.37' con 10' U.E. 20' B.L. - w z u, 3 <n 20 B. L. - m BLOCK A ANNA CROSSING �L61.54' ---120.00' z PHASE 3A CY8^L=97.62' 60.00' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 68.81 U g 10' UTILITY CABINET 2016, 4 , \ c EASEMENT SLIDE 48 ° ��13g o 25' V.A.M. o LOT 13 P.R.C.C.T. o \�, 25' VA.M. C19 _ SHARP STREET - 955.95' N _ _ kD 7200 sF IRF I S84 FOUND 1/2" CAPPED L=36.14' ZO\4- 91 C\ - - 50' RIGHT-OF-WAY S89035'28"W o ° 33' 34"E 2 4.21' ROD STAMPED 57 u' 120.00' "CORWIN ENG." HOA TRACT 1 IRON o`O B� 06 _ _ L=60 0 00' 60 00' 60 00' 60 00' 60 00' 60.00' 60.00 60.00' 70.00' 120.00' N tD w REMAINDER OF N ANNA CROSSING AMC, LTD. INSTRUMENT NUMBER r^n i 20140724000770380 ° O.P.R.C.C.T. N890 38' 26"E 59.15' o FOUND X-CUT z I 15' SANITARY SEWER EASEMENT IN CONCRETE IRF INSTRUMENT NUMBER 20150422000453060 N00° 35142'�E 20.00' O.P.R.C.C.T. FOUND X-CUT IN CONCRETE N N Z 0 0 Q 0 O U � 469.10' V Q Q m 0 < o w Of 0 a z w 0 a PHASE 2 Y g U ELIZABETH OfT� � Q a� z 0 /\ SHARP J SITE VICINITY MAP NOT TO SCALE ANNA, TEXAS ` B AN N I S T E R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO. 090-16-18 78099 SIF ry ' �, _ ' 4 _ L = 3 9.3 0' 20.71' 60.00' 60.00' - 60.00 60.00 - 60.00 - 60.00 - 60. - - - - - _ - - - w 10' U.E. 20' B.L. - - o - N oII LOT 14 <n V- � o m CD� 7200 SF LOT 20 Qv `v LOT 19 I C� '-' o 12094 SF ^� � � LOT 18 o MIN. FF %� 10407 SF co LOT 17 � LOT 16 o LOT 15 o o LOT 14 0 o LOT 13 0 0 o LOT 12 o 0 LOT 11 o LOT 10 0 o LOT 9 0 o LOT 8 0 o LOT 7 0 o LOT 6 0 o LOT 5 0 o LOT 4 0 o LOT 3 0 o LOT 2 o w LOT 1 o z 120.00' N89° 50' 33 W 120.00' v o M 9017 SF iv = ELEV. 706.1' o n M 7426 SF � 7215 SF o o0 7200 SF o 7200 SF 0 7200 SF 0 0 7200 SF 0 7200 SF 7200 SF 0 � 7200 SF 0 � 7200 SF 0 � 7200 SF 0 � 7200 SF 0 7200 SF 0 7200 SF 0 7200 SF 7200 SF M 8329 SF ,,, � C R) C � 1.4 o o o ro LOT 15 o nL o 10 U.E. oo of 7208 SFzN N 25.00' 25.00' 78.00' / 78.16' 76.40' 1 59.49' 1 59.97' 1 60.00' 1 60.00' 1 60.00' 60.00' S890 35' 28"W 1884.00' Curve Table Curve # Length Radius Delta Chord Direction Chord Length C17 159.06 1275.00 7008'52" N680 18' 26"W 158.96 C18 93.75 500.00 10044'36" N700 06' 18"W 93.62 C19 130.31 500.00 14055'56" N820 56' 34"W 129.94 C20 73.93 400.00 10035'21" S220 20' 32"W 73.82 C21 153.81 500.00 1703729" S360 26' 58"W 153.20 C22 71.10 500.00 8008'51" S490 20' 08"W 71.04 C23 157.87 250.00 36010'55" S710 30' 01"W 155.26 C24 177.46 250.00 40040'14" S700 04' 25"E 173.76 C25 91.52 250.00 20058'26" N90 37' 11"E 91.01 C26 88.78 250.00 20020'52" N90 55' 58"E 88.32 C27 90.16 275.00 18047'07" N90 14' 06"W 89.76 C28 16.26 275.00 3023'15" N160 56' 02"W 16.26 C29 73.91 275.00 15023-55" N70 32' 27W 73.69 L- - - - - - - - - - HARLAN PROPERTIES, INC. INSTRUMENT NUMBER 2012228001650300 O.P.R.C.C.T. GENERAL NOTES: 1. All bearings shown herein are Texas State Plane Coordinate System, NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. 2. According to surveyor's interpretation of information shown on the National Flood Insurance Program (NFIP) "Flood Insurance Rate Map" (FIRM), Community Panel No. 48085CO1601 dated June 2, 2009. The property appears to lie within Zone "X" and the entire property lies within a "Areas determined to be outside the 0.2% annual chance floodplain" zone as defined by the U.S. Department of Housing and Urban Development, Federal Insurance Administration, or the Federal Emergency Management Agency. 3. The above referenced "FIRM" map is for use in administering the "NFIP"; it does not necessarily show all areas subject to flooding, particularly from local sources of small size, which could be flooded by severe, concentrated rainfall coupled with inadequate local drainage systems. There may be other streams, creeks, low areas, drainage systems or other surface or subsurface conditions existing on or near the subject property which are not studied or addressed as a part of the "NFIP". 4. All iron rods set (IRS) are 5/8-inch with a plastic cap stamped "RPLS 4838". All found monuments shown hereon are deemed to be controlling monuments. 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 60.00' 60.00' 68.81' 11 1 1 104.07' _ 35' DRAINAGE EASEMENT (BY SEPARATE INSTRUMENT) ---------------- GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. WAIVER REQUESTED MAXIMUM BLOCK LENGTH REQUIRED - 800' REQUESTED - 1100' LEGEND LEGEND N NORTH S SOUTH E EAST W WEST DEGREES MINUTES/FEET SECONDS/INCHES MIN. EE ELEV. MINIMUM FINISH FLOOR ELEVATION O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS P R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRF = 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" FOUND 25' V.A.M. ESMT. 25' VISIBILITY, ACCESS, MAINTENANCE & SIDEWALK EASEMENT B. L. BUILDING LINE U.E. UTILITY EASEMENT SF SQUARE FEET OX BLOCK DESIGNATION DENOTES DETENTION / COMMON AREA - OPEN SPACE (ALL TRACTS SHALL BE HOA MAINTAINED AND OWNED ' DRAINAGE 4 EASEMENT 9- (BY SEPARATE i INSTRUMENT) IRF - - FOUND 1/2" IRON ROD N880 22' 58"W 15.94' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i FINAL PLAT LINDO APPAREL, INC. & 335 VALLEY TWO, INC. I INSTRUMENT NUMBER OF 20130218000218460 I O.P.R.C.C.T. ANNA CROSSING PHASE 2 LOTS 19 thru 23, BLOCK C / LOTS 1 thru 11, BLOCK D LOTS 8 thru 15, BLOCK E / LOTS 1 thru 6, BLOCK F LOTS 1 thru 15, BLOCK G / LOTS 1 thru 6, BLOCK H LOTS 1 thru 15, BLOCK I / LOTS 1 thru 21, BLOCK J LOTS 1 thru 30, BLOCK K / LOTS 1 thru 20, BLOCK L HOA TRACT 1 thru HOA TRACT 6 39.799 ACRES OUT OF THE GRANDERSON STARK SURVEY, ABSTRACT NUMBER 798 CITY OF ANNA, COLLIN COUNTY, TEXAS 137 RESIDENTIAL LOTS / 6 OPEN SPACE TRACTS SURVEYOR / ENGINEER: OWNER / DEVELOPER: BANNISTER ENGINEERING, LLC (F-10599) ANNA CROSSING CREEKSIDE, LTD 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, MANSFIELD, TEXAS 76063 SUITE 710 PHONE (817) 842-2094 DALLAS, TEXAS 75225 FAX (817) 842-2095 PHONE: (214) 522-4945 CONTACT: CODY BROOKS, P.E. CONTACT: JOHN ARNOLD Preparation Date: May, 2017 Sheet 1 of 2 OWNER'S CERTIFICATION OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS ANNA CROSSING CREEKSIDE, LTD. and ANNA CROSSING PASE 11A, LTD., acting by and through the undersigned, its duly authorized agent is the owner of 39.799 acres (1,733,650 square feet) of land in the Granderson Stark Survey, Abstract No. 798, City of Anna, Collin County, Texas; said 39.799 acres (1,733,650 square feet) of land being all of that certain tract of land described in a Special Warranty Deed with Vendor's Lien to Anna Crossing Creekside, Ltd. (hereinafter referred to as Anna Crossing Creekside tract), as recorded in Instrument Number 20161128001603010, Official Public Records, Collin County, Texas (O.P.R.C.C.T.), and portion of that certain tracts of land described as Tract 1 and Tract 2 in a Special Warranty Deed to Anna Crossing Phase IIA, Ltd. (hereinafter referred to as Tract 1 and/or Tract 2), as recorded in Instrument Number 20140813000860750, O.P.R.C.C.T., said 39.799 acres (1,733,650 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of the remainder of said Anna Crossing Creekside tract, same being the Southeast corner of said Tract 2, same also being the West line of that certain tract of land described as La Paloma Subdivision (hereinafter referred to as La Paloma Subdivision), a subdivision in Collin County, Texas, according to the plat recorded in Cabinet C, Slide 418, Plat Records, Collin County, Texas (P.R.C.C.T.); THENCE South 00 degrees 09 minutes 27 seconds West with the common line between said Anna Crossing Creekside tract and said La Paloma Subdivision, a distance of 1081.84 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southeast corner of said Anna Crossing Creekside tract, same being the Southwest corner of said La Paloma Subdivision, same also being in the North line of that certain tract of land described in a Special Warranty Deed to Lindo Apparel, Inc. and 335 Valley Two, Inc. (hereinafter referred to as Lindo Apparel tract), as recorded in Instrument Number 20130218000218460, O.P.R.C.C.T.; THENCE North 88 degrees 22 minutes 58 seconds West with the common line between said Anna Crossing Creekside tract and said Lindo Apparel tract, a distance of 15.94 feet to a one-half inch iron rod found for the Northwest corner of said Lindo Apparel tract, same being the Northeast corner of that certain tract of land described in a Special Warranty Deed to Harlan Properties, Inc. (hereinafter referred to as Harlan Properties tract), as recorded in Instrument Number 20121228001650300, O.P.R.C.C.T.; THENCE South 89 degrees 35 minutes 28 seconds West with the common line between said Anna Crossing Creekside tract and said Harlan Properties tract, a distance of 1884.00 feet to an "X" cut set in concrete pavement for the Southwest corner of said Anna Crossing Creekside tract, same being the Northwest corner of said Harlan Properties tract, same also being the East line of that certain tract of land described in a General Warranty Deed to Anna Independent School District (hereinafter referred to as Anna ISD tract), as recorded in Volume 6079, Page 3586, O.P.R.C.C.T.; THENCE North 00 degrees 35 minutes 42 seconds East with the common line between said Anna Crossing Creekside tract and said Anna ISD tract, a distance of 20.00 feet to an "X" cut set in concrete pavement for the most Westerly Northwest corner of said Anna Crossing Creekside tract, same being in the South line of that certain tract of land described in a Special Warranty Deed to Anna Crossing AMC, Ltd. (hereinafter referred to as Anna Crossing AMC tract), as recorded in Instrument Number 20140724000770380, O.P.R.C.C.T., same also being the Easterly margin of County Road 422 (Variable width prescriptive right-of-way); THENCE North 89 degrees 38 minutes 26 seconds East with the common line between said Anna Crossing Creekside tract and said Anna Crossing AMC tract and with said East margin of said County Road 422, a distance of 59.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE North 00 degrees 37 minutes 12 seconds East, continue with the common line between said Anna Crossing Creekside tract and said Anna Crossing AMC tract, a distance of 119.62 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found in the South line of that certain tract of land described as Anna Crossing Phase 3A (hereinafter referred to as Anna Crossing Phase 3A), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Cabinet 2016, Page 48, P.R.C.C.T.; THENCE with the common line between the remainder of said Anna Crossing Creekside tract and said Anna Crossing Phase 3A for the following 8 courses: 1. South 84 degrees 33 minutes 34 seconds East, departing the Easterly line of said Anna Crossing AMC tract, a distance of 244.21 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for corner; 2. North 08 degrees 43 minutes 34 seconds East, a distance of 146.78 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for the beginning of a non -tangent curve to the right, whose long chord bears South 74 degrees 15 minutes 06 seconds East, a distance of 106.15 feet; 3. Easterly with said non -tangent curve to the right having a radius of 1250.00 feet, through a central angle of 4 degrees 52 minutes 02 seconds, for an arc distance of 106.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 4. North 14 degrees 58 minutes 06 seconds East, a distance of 169.17 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; S. North 18 degrees 30 minutes 03 seconds East, a distance of 292.68 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 6. North 64 degrees 44 minutes 12 seconds East, a distance of 318.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 7. North 52 degrees 18 minutes 00 seconds East, a distance of 351.59 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for corner; 8. North 89 degrees 45 minutes 32 seconds East, a distance of 70.91 feet to a one-half inch iron rod found for the most Easterly Southeast corner of said Anna Crossing Phase 3A, same being the Southwest corner of the remainder of said Tract 2; THENCE North 00 degrees 14 minutes 28 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 361.50 feet to a one-half inch iron rod found for corner; THENCE South 89 degrees 45 minutes 32 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 10.51 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 00 degrees 14 minutes 28 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 150.42 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for the Northeast corner of said Anna Crossing Phase 3A, same being the Northwest corner of the remainder of said Tract 1, same also being the South line of that certain tract of land described as Anna Crossing Phase 4 (hereinafter referred to as Anna Crossing Phase 4), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Instrument Number 2017-48, P.R.C.C.T.; THENCE North 89 degrees 45 minutes 23 seconds East with the common line between said Tract 1 and said Anna Crossing Phase 4, a distance of 714.61 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of said Tract 1, same being the Northwest corner of the aforesaid La Paloma Subdivision; THENCE South 00 degrees 09 minutes 27 seconds West, departing the South line of said Anna Crossing Phase 4 and with the common line between said Tract 1 and Tract 2 and said La Paloma Subdivision, a distance of 445.51 feet to the PLACE OF BEGINNING, and containing a calculated area of 39.799 acres (1,733,650 square feet) of land. ""BANN I STER 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1817.842.2094 1817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO. 090-16-18 NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA CROSSING PHASE 2, an addition to the City of Anna, Texas, ELIZABETH STREET 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 50' RIGHT-OF-WAY indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring INSTRUMENT NUMBER 2017-49, P.R.C.C.T to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the - - - - - - - - - - - - - - - w 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 Ce parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the 15' B.L. � m ANNA CROSSING LU construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at 15' SE ER FORCE O v all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, ANNA CROSSIN G MAINI EASEMENT z_ = z c i PHASE 4 � INSTRUMENT NUMBER inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity PHASE 4 ( z � a 2017-49 at any time of procuring permission from anyone. IN TRUMENT NU J BER m O w ro 2017-49 l a o Ln � Ln _ P.R.C.C.T BLOCK A U F- 1-4BLOCKB This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 I I LOT 7 LOT 7 LOT 7 WITNESS my hand this the day of 2017. 10' UTILITY 10' UTILITY EASEMENT I I EASEMENT N890 45' 23'E 714.61' - - FOUND 1/2" CAPPED 60.00' 60.00' 60.00' 67.04' 67.04' 67.04' 67.04' 67.14' 149.30' IRS IRON ROD STAMPED REMAIND R OF 25.00' 25.00' "CORWIN ENG."_ ANNA CRC SSING 0° � 1 HOA TRACT 6 d`V E PHASE II ,LTD. rn I - Owner: on (TRAC 1) M '" to � o^i 13389 SF 0i '-' INSTRUMEN NUMBER o� N o N Co1-4 0 LOT 5 LOT 6 LOT 7 2014081300 860750 LOT 15 o z CD o 10' UTILITY STATE OF TEXAS § ANNA CROSSING LOT 8 � LOT 9 LOT 10 LOT 11 � O.P.R.C.C.T. ri LOT 14 00 EASEMENT PHASE 3A BLOCK E 9026 SF 9026 SF c) 9025 SF � 10084 SF 10082 SF 10080 SF COUNTY OF � LOT 12 o LOT 13 �, § CABINET 2016, 0 10080 SF Mo 10082 SF N890 43' 38"E 149.30' SLIDE 48 0Ln 0 0 o L=48.45' 12.73' P.R.C.C.T. z z 10' SEWER LOT 1 BEFORE ME the undersigned authority, a notary public in and for said County and State on this day appeared 35' BUILDING LINE EASEMENT 8887 SF 9 tY, rY p tY Y pp 10' U.E. 20' B.L.T 20' B.L. personally , known to me to be the person whose name is subscribed to the foregoing _ _ _ _ _ T �� of I o L=47.52' instrument and acknowledge to me that he has executed the same for the purpose and consideration therein 15' UTILITY EASEMENT IRS 49.49' 60.00' 60.00' 67.04' 67.04' 67.04' 67.04' 70.00' u 144.80' expressed. IRS o o L=34.45' '." ° o N 25' V.A.M. 33.38' Given under my hand and seal of office this day of 2017. BROOKLYN DRIVE N N89 44 51 E N89 44 51 E BROOKLYN DRIVE LOT 2 0 10' SEWER 145.00' 25' V.A.M. 3937.45' S0' RIGHT-OF-WAY e 10' SEWER EASEMENT \ 8211 SF ,n Go 50 RIGHT-OF-WAY S890 45' 32"W 10.51' T' CABINET 2016, SLIDE 48, P.R.C.C.T. N EASEMENT N U L=27.72' - - - - 128.22' � _ 120.00' _ _ 73.2.4' _ _ _65.00' _ 65.00' 65.00' _ _ _ 81.6T 5' WALL MAINTENANCE 15' BUILDING LINE & 15' B.L.I r\ Notary Public in and for the State of Texas - 25' V.A.M. 20' B.L.00 EASEMENT N UTILITY EASEMENT °O o o 7_cn N Lnl LOT 3 oo, 5' U.E. TEL 19 0 00 10' U.E. o o U �I O 6 CD My Commission Expires: I I LOT 18 i° 8399 SF ^ - N - '� ° N I0' I 7392 SF ,�, T LOT 12 25.00' 25.00 o LOT 4 LOT 5 o LOT 6 o LOT 7 w LOT 8 I I J I o ANNA CROSSING N89° 45' 32"E 120.00' w oN 8779 SF 7800 SF 7800 SF No 7800 SF V_ 10962 SF I 120.18' Ln PHASE 3A> a SURVEYOR'S CERTIFICATION CABINET 2016, < m o o C° En L-10.06' STATE OF TEXAS § SLIDE 48 0 0 Q En o O oo E - LOT 4 P.R.C.C.T. o LOT 20 o Q o U a? 5 COUNTY OF TARRANT § - - - - o C o Z = z o °i 7201 SF 7200 SF Q U � LOT 6 ,� � _4 - 73.07 65.00' 65.00 65.00 93.79 I LA PALOMA SUBDIVISION THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of 14 _ ° ° w 120.01 120 00 p o N89 44' 51 E 180 93' N89 44' 51 E 180 93' CABINET C SLIDE 41 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 § LU zLn LOT 17 `'' Q I 8 10' U.E. P.R.C.C.T. LOT 13 U v 10' U.E. o o LOT 3 o 0 LOT 9 0 o LL p 6 z BLOCK C o LOT 21 - 0 0 bo 0 L; 11761 SF Ln REMAINDER OF 11746 SF "' UJ o of o LOT 5 `V w --� Q Ci o 0 7200 SF o N 15' DRAINAGE SING ANNA IASLTD. Z `o° 7 00 SF BLOCK C U S Co 10' X 10' '�' tO `O EASEMENT PHASE 10' U.E. O 10' U.E. Co " w U 0 o in UTILITY o o 120.00 o 180.93' TRACT 2 180.4T 0 120.01' M J M EASEMENT z z TOTAL AREA INSTRUMENT NUMBER Q "' LOT 6 /' P> - - J o= � C) L - - � - o w Ln 14IC'H:aE 1� \\ [ .. .. ............... 4838 �.' m T t2� LOT 14 / LOT 16 T \ II N89° 45' 32'E 70.91' FOUND 1/ FOUND 1 2" CA PED IRON ROI IRO R0� STA PED _ "LORV IN ENG." 15' UTILITY EASEMENT \ _ - p �� HOA TRACT 2 �� ° 138678 SF LOT 15 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 , 2017. Notary Public in and for the State of Texas My Commission Expires: Curve Table Curve # Length Radius Delta Chord Direction Chord Length C17 159.06 1275.00 7008'52" N680 18' 26"W 158.96 C18 93.75 500.00 10044'36" N700 06' 18"W 93.62 C19 130.31 500.00 14055'56" N820 56' 34"W 129.94 C20 73.93 400.00 10035'21" S220 20' 32"W 73.82 C21 153.81 500.00 1703729" S360 26' 58"W 153.20 C22 71.10 500.00 8008'51" S490 20' 08"W 71.04 C23 157.87 250.00 36010'55" S710 30' 01"W 155.26 C24 177.46 250.00 40040'14" S700 04' 25"E 173.76 C25 91.52 250.00 20058'26" N90 37' 11"E 91.01 C26 88.78 250.00 20020'52" N90 55' 58"E 88.32 C27 90.16 275.00 18047'07" N90 14' 06"W 89.76 C28 16.26 275.00 3023'15" N160 56' 02"W 16.26 C29 73.91 275.00 15023'55" N70 32' 27W 73.69 MATCH LINE SEE SHEET NO. 1 LEGEND N NORTH S SOUTH E EAST W WEST DEGREES MINUTES/FEET SECONDS/INCHES MIN. FF ELEV. MINIMUM FINISH FLOOR ELEVATION O.P.R.C.0 T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRF = 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" FOUND 25' V.A.M. ESMT. 25' VISIBILITY, ACCESS, MAINTENANCE & SIDEWALK EASEMENT B.L. BUILDING LINE U.E. UTILITY EASEMENT SF SQUARE FEET OX BLOCK DESIGNATION LEGEND GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch 60 ft. DENOTES DETENTION / COMMON AREA - OPEN SPACE (ALL TRACTS SHALL BE HOA MAINTAINED AND OWNED ro J 39.799 ACRES OR 20140813000860750 U 7Alb o o LOT 22 0 C) o of m 1,733,650 SQUARE FEET o O.P.R.C.C.T. LOT 10 m o o of M PLACE OF 0 N SF 0 ui C o ,.i LOT 2 11761 SIF ui �0 11715 SF o7200 ui of IN77° ELEBEGINNING 40N89° 45' 32"E 120.00' 180.93' 180.00' N89° 43IRF LOT 23 1 LOT 1 , LOT 11 o MIN. F MIN. FF N N 12499 SIF 00 co O 12372 SF D 7n CIN E LQ ELEV. 690.0' I MIN. FF tO MIN. FF ELEV. 684.2' IRF _� PEEP I ELEV. 687.5' DEED LINE L=41.88' IRF 7.35' DEED LINE - - 00 9° 44' 51"E 116.11' L=41.79' 184.14' 179.51' o N890 44' 51"E 363.65' - d Z!! o i I 25.00' 25.00' I HOA TRACT 5 co - /,C"� w 21310 SF o N o HOA TRACT 4 0 � co M `^ 2500, l 35109 SF rn °oo o con rn ?S 00,h� ��^ z �� CRQ° ��' ?R"w 'iR7.7R' I M ATC H LINE SEE SHEET NO. 1 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 , 2017. Mayor City of Anna, Texas ATTEST: City Secretary City of Anna, Texas FINAL PLAT OF ANNA CROSSING PHASE 2 LOTS 19 thru 23, BLOCK C / LOTS 1 thru 11, BLOCK D LOTS 8 thru 15, BLOCK E / LOTS 1 thru 6, BLOCK F LOTS 1 thru 15, BLOCK G / LOTS 1 thru 6, BLOCK H LOTS 1 thru 15, BLOCK I / LOTS 1 thru 21, BLOCK J LOTS 1 thru 30, BLOCK K / LOTS 1 thru 20, BLOCK L HOA TRACT 1 thru HOA TRACT 6 39.799 ACRES OUT OF THE GRANDERSON STARK SURVEY, ABSTRACT NUMBER 798 CITY OF ANNA, COLLIN COUNTY, TEXAS 137 RESIDENTIAL LOTS / 6 OPEN SPACE TRACTS SURVEYOR / ENGINEER: OWNER / DEVELOPER: BANNISTER ENGINEERING, LLC (F-10599) ANNA CROSSING CREEKSIDE, LTD 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, MANSFIELD, TEXAS 76063 SUITE 710 PHONE (817) 842-2094 DALLAS, TEXAS 75225 FAX (817) 842-2095 PHONE: (214) 522-4945 CONTACT: CODY BROOKS, P.E. CONTACT: JOHN ARNOLD Preparation Date: May, 2017 Sheet 2 of 2 BANNISTER ENGINEERING Civil Engineering • Structural Engineering • Land Surveying • Hydrology Landscape Architecture • Land Planning • MEP Design October 5, 2017 Joseph Johnson City of Anna 3223 North Powell Parkway Anna, Texas 75409 Re: Anna Crossing Phase 2 Drainage Dear Mr. Johnson: The drainage design of Anna Crossing Phase 2 has been completed in a manner compliant with the current City of Anna regulations and criteria. As designed the post development storm water runoff rate shall be less than or equal to the predevelopment rate for all storm events as required by the City's criteria. The Development as designed will not damage downstream property due to the development's impact on off -site drainage. Respectfully, Co y R. Brooks, P.E. Director of Civil Engineering Bannister Engineering, LLC Bannister Engineering, LLC • 240 N. Mitchell Road • Mansfield, Texas 76063 9 817-842-2094 • 817-842-2095 fax • TBPE 10599 • TBPLS 10193823 IVM, ill r-W-1 Planning Commission Agenda Staff Report Meeting Date: 11 /6/2017 Staff Contact. Maurice Schwanke YMFLIHOMETOWN AGENDA ITEM: Consider to the minutes for October 2, 2017 Planning and Zoning Meeting. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Minutes 11 /2/2017 Exhibit Minutes PLANNING AND ZONING COMMISSION October 2nd, 2017 @ 7:00 pm Y101M HOMETOWN The Planning and Zoning Commission of the City of Anna will hold a meeting on October 2nd, 2017 at 7:00 p.m., at the Anna City Hall Administration Building located at 111 North Powell Parkway, to consider the following items. 1. Call To Order And Establishment Of Quorum The meeting was called to order at 7:01 p.m. Members present were Janine Johnson, Sandy Setliff, Don Callaham, Donald Henke, Christian Landers and Carol Watts. Wayne Barton was absent. Staff present was Maurice Schwanke and Daniel Harper. 2. Invocation and Pledge of Allegiance 3. A) Conduct a public hearing to consider public comments regarding a request by the Kartavya, owner(s) of the property, to allow for a (SUP) Special Use Permit authorizing the use of a daycare center on the subject property. The property is generally located at 1201 W. White Street. Mr. Schwanke gave a presentation and answered questions from the Commissioners. The prospective owner the property is requesting a Special Use Permit to allow the use of a child care center on the property. A Special Use Permit is required for child care centers when the property is zoned (C-1) Commercial uses. The prospective property will also be a part of a land trade with the City. The public hearing was opened at 7:03. There were no questions from the public. B) Consider/Discuss/Act on recommendation regarding a request by the owner of the property to be granted a (SUP) Special Use Permit to allow for daycare uses on the subject property. A motion was made by Commissioner Henke to approve the zoning change. Commissioner Callaham seconded the motion. The vote passed unanimously. 4. Public hearing: Consider, Discuss and Act on a recommendation to amend the Comprehensive Plan and Thoroughfare Master Plan for the area east of F.M. 2862 and between the Sam Rayburn Memorial Highway and Graybill. Mr. Schwanke gave a presentation and answered questions from the Commissioners. The staff has been examining the Comprehensive Plan and Master Thoroughfare Plan east of S.H. 2862. The Comprehensive Advisory Committee has also had the chance to review these revisions as well as our traffic consultant. A Development Plat had also been submitted for this area in conformance with the revised Plan. The public hearing was opened at 7:14. There were no questions from the public. A motion was made by Commissioner Henke to approve the zoning change. Commissioner Johnson seconded the motion. The vote passed unanimously. PZ Minutes 10-02-17.doc Page 1 of 2 5. Consider/Discuss/Act on recommendation regarding "LG Motorsports Park Addition Phase 2" development plat. Mr. Schwanke gave a presentation. The development plat is located within Anna's extra territorial jurisdiction and generally known as LG Motorsports Park. The tract is located in the J. Chalmers Survey, Abstract No. 233 and contains approximately 158.131 acres of land. The owner is proposing to develop an auto racing track on the property. The submittal does not meet the City of Anna development plat requirements at this time unless an amendment to the Adopted Comprehensive Plan is approved by the City Council. Approval of this development plat is subject to the proposed change to the Plan. The Staff recommends approval of the plat. A motion was made by Commissioner Henke, seconded by Commissioner Callaham to recommend approval of the "LG Motorsports Park Addition Phase 2" development plat. The vote was unanimous. 5. Consider/Discuss/Act on recommendation regarding "The Falls, Phase 1A, Lot 20R-1, Block D" Re -Plat. Mr. Schwanke gave a presentation. The final plat contains 2.26 acres. The Plat divides the originally platted lot into three lots and adds easements for the current development on Lot 20R-3A. The re -plat is in conformance with the existing zoning. The staff recommends approval of the re -plat. A motion was made by Commissioner Landers, seconded by Commissioner Watts to recommend approval of the "The Falls, Phase 1A, Lot 20R-1, Block D" re -plat. The vote was unanimous. 6. Consider/Discuss/Act on recommendation regarding "Camden Parc Phase 2" final plat. Commissioner Landers excused himself from this item. Mr. Schwanke gave a presentation and answered questions from the Commissioner. The Camden Parc Phase 2 final plat contains 23.42 acres located in the J.C. Brantley Survey, Abstract No. 114. The final plat contains 81 residential lots. The plat layout is in conformance with the existing zoning. The staff recommended approval of the final plat. A motion was made by Commissioner Johnson, seconded by Commissioner Watts to recommend approval of the "Camden Parc Phase 2" final plat. The vote was unanimous 7. Consider action to approve Minutes of the September 11, 2017 Planning and Zoning Meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to approve the Minutes of the September 11, 2017 meeting. The vote was unanimous. 8. Adjourn. There being no further business, a motion was made by Chairperson Johnson to adjourn the meeting. Commissioner Setliff seconded the motion. The meeting adjourned at 7:47 p.m. Maurice Schwanke Director of Planning and Development Attest: PZ Minutes 10-02-17.doc Page 2 of 2