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HomeMy WebLinkAboutPZpkt2019-09-19 (Special Meeting)THE CITY OF manna NOTICE OF SPECIAL CALLED MEETING OF THE PLANNING AND ZONING COMMISSION ANNA CITY HALL, SEPTEMBER 19, 2019 SPECIAL CALLED MEETING AGENDA The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on September 19, 2019, at Anna City Hall, Council Chambers, 111 North Powell Parkway, to consider the following items. 1. Call to Order and Establishment of Quorum. 2. Invocation and Pledge of Allegiance. 3. Consider/Discuss/Action on recommendation regarding Avery Pointe Phase 3 Amending Plat. 4. Consider/Discuss/Action on recommendation regarding the Anna Day Care Site Plan and Landscape Plan. 5. CLOSED SESSION (EXCEPTIONS) Under Tex. Gov't Code Chapter 551, the City Council may enter closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. Consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 561 of the Government Code (Tex. Gov't Code §551.071). Anna Day Care. b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); city property; easements. Anna Day Care. The Council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 6. Consider/Discuss/Action on executive session items. 7. Adjourn This is to certify that I, Ashley Stathatos, Managing Director of Community Services, verify that this agenda was posted at a place readily accessible to the public at Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. September 16, 2019. she Stath os Managing Dir for of Community Services Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 09-19-19 Page 1 of 1 Posted 09-16-19 THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Overall Map Item No. Planning Commission Agenda Staff Report Meeting Date: 9/19/2019 Staff Contact: Maurice Schwanke Upload Date Type 9/16/2019 Exhibit THE CITY OF Aifttia AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 9/19/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Avery Pointe Phase 3 Amending Plat. SUMMARY: The purpose of this amending plat is to change the building setback lines for lots 17-19 on Block L from 15 feet to 20 feet, lots 15-16 on Block O from 20 feet to 15 feet, and lot 16 on Block P from 20 feet to 15 feet. The building setback lines are being changed to reflect what was written in the zoning and shown incorrectly on the originally filed plat. STAFF RECOMMENDATION: Approval of the amending plat for Avery Pointe Phase 3. ATTACHMENTS: Description Upload Date Type Location Map 9/16/2019 Exhibit Ammending Plat 9/16/2019 Exhibit Zoning Ordinance 9/16/2019 Exhibit Original Final Plat 9/16/2019 Exhibit CALLED 60.549 ACRES CALLED TRACT A TWO-J PARTNERS, LLLP BLOOMFIELD HOMES, L.P. _ INST. NO. 20080509000562490 INST. NO. 20131227001685590 O.P.R.C.C.T. '' E. I 1 I O.P.R.C.C.T. W E. O.P.R.C.C.T. GRAPHIC SCALE IN FEET I I INST. N0. 20160520000624640 . 20160609000724960 O.P.R.C.C.T. ( 1.T. 60 0 30 60 120 15' S.S.E. 15'X15' U.E. j I - INST. NO. 1C I II INST. 15' PRIVATE HOA D.E. INST. NO. 20160609000724960 15' PRIVATE HOA D.E. I - - - O.P.R.C.C.T. INST. NO. 20160609000724970 INST. NO. 20160609000724950 - - - 1" - 60' @ 24X36 O.P.R.C.C.T. O.P.R.C.C.T. O.P.R.C.C.T. 15'X15' U.E. INST. NO.20160609000724950 - - - - - I I r \ r r, INST. NO. 20160609000724960 O.P.R.C.C.T. r _ _ I `- O.P.R.C.C.T. - - 1---�-- - - ' I o 10' U.E. & S.W.E. I W.E. IL - - - - - 15.05' INST. NO. 20160520000624670 HAC KB E RRY DRIVE INST. P R CO. T0160520000624630WATER EASEMENT 10' U.E. & S.W.E. INST. NO. 20160520000624650 H A C K B E R RY DRIVE o S88°49'57"E 254.17' O.P.R.C.C.T. O INST. NO. 201605200 O.P.R.C.C.T. 82.15' S89°O8'49"E 823.75' O.P.R.C.C.T. O.P.R.C.C.T. - - I - - - S88°49'57"E 238.28' L14� L15 S89°08'49"E 115.00' - - 168.10'- - - - � S89°08'49"E 807.71' 1X -70. '----•98.29' -- L 16 / ti \ --125.00' - - - - - 350.00' - - 80 r- M o 1 X 10.00, 15' S.S.E. \ o - 125.04' - - - - _J J co ° "`- 5'P.w.M.E. �, = 24 I N HAYES DRIVE I - 109.38'--- `9C L2 0 co 15^�` co 17.50' \ 5' P.W.M.E. r - - N N-S89°08'49"E-98.92'- - O 5' P.W.M.E. N1 1003E � / M '� Io of - - 5 I 6 I �I 1 �' P.0.6. 65.57' I 25'X25' S89°08'49"E 229.00' 25'X25' o o 6 16 o I V.E.s.o 14 1.90' co w N 10' U.E. S.V.E. 0 o LO I o I I co S84°00'00"E 1 ' Lo L4 50'R � I m I O S89°08'49"E 250.00' 9 o c° q S89_08'49_'E 125.00' - _- -- l O I I v I I _ 23.27' I N ' N I - --125.00- - - - - - - 125.00- - - - I l , I S89°11'19"E 125.00' I 25.0' I 25.0' S89°11'19"E 115.00' I 14 \ S89°08'49"E 125.04' t Its 15' B.L. 1T- - 50' ROW I 10' P.D.E. I I 23 I 4 5 I I 14 ho' ppV� I I o o I o I I I INST. NO. 20160520000624660 1O LO o / / ^o 0 o I co o I 7 I I I O.P.R.C.C.T. I o I I i �I S89°08'45"E 143.74' I I� I I° I o I 4 I o I I' I 2 m Lo / - - 11.38' N o rn o 0 S84°00'00"E 119.24' I S89°08'49"E 150.00' I N I I I 25.0' I 25.0' o I co I I L11 , 3 15 S.S, 4.49' _ _ C o � n co - - - - �7 1/2" IRF I u! 17 S89°08'49"E 125.00' I S89°08'49"E 125 00' I co I - - J 0) VOi E. A=4°49'57"--_, R=2360.00' L=199.05' CB=N3°35'02"E I C=198.99' REMAINDER OF A CALLED 114.608 ACRES ANNA 455 RESIDENTIAL, LP, (54% INTEREST) INST. NO. 20070403000444410 O.P.R.C.C.T. A=4°46'24" R=2240.00' L=186161' CB=N3°36'48"E C=186.56' I I i CALLED 51.195 ACRES TWO-J PARTNERS, LLLP INST. NO. 20080509000562500 ❑ w - - - - - - I I "T �\\ ��\6,PG�2 / / I o 0 1 I W I I 50' ROW I S89°11'19"E 125.04' I S89°11'19"E 115.00' N _ c° 22 ui 0 13 I l I m o j I o an \ 7 I 3 I I I S89°08'49"E 125.04' 15' S.S.E. 5' P.W.M.E. I \ XF I '\\I BLOCK L o �Iz /_ co o I ui a 6 w -- 5' P.W.M.E. 8 I I \ N I o0I 1 _- S89°08'49"E 153.34' - I I w o o I- w o 0 0 �I -I _ °I o �M I I o I �I 3 Io 15 O S84°00'00"E 116.55' I N T I S89°08'49"E 150.00' Q v BLOCK M m I CO " N I 3 o1m 16I Ico I I u) o n N N N en o 1 10,TE 0 w I 18 o S89°08'49"E 125.00' - 1- S89°08'49"E 125.00' I N L.I.I u i o CO I I I U I XF I I I� o 0°7v l J o w l N Z -- w Q N m I j 00 z S89°11'19"E 125.09' d T S89°11'19"E 11 I o 12 I oo � I m 6 o 21 m I LU = I I J 2 (o 7 � I n N I " BLOCK N c I a I -- - J o _ l m O 0I� l rn m m I 4NG) o N o I N Z o S89°08'49"E 125.04' 0 9 N 7 0 25.0' 25.0' --S89°08'49"E 158.39' - LO zI Ln o I o J I/ -- o I_ °> o I 16 S84°00'00"E 115.19' 50' ROW S89°08'49"E 150.00' T Z I J I I n I of o o °I IILS89°08'49"E 125.00' S89°08'49"E 125.00' I 5 z o 2 0 o I b I M o ow rL~ " 19 I l25.0' 25.0' I l S89°11'19"E 125.13' " w F o QS89°11'19"E 115 I- U 11 I I - °N� I Io �co I �0 20 Io 50'ROW �I 1 I I� of - - v cL ?Lu I J 5 o co coI ° I Col I� 8 I S89°08'49"E 125.04' 0 10 I- Z I z o I m o Co 17 _ 15' B.L. - __JI rl_ � o Q S84�p'p%E 115.00' I `o C23 -- ------------ I 9.23' n M m _ _ _ _ 22.37' w bo _ 150.04' 15' B.L v - - _ - - - I S89°11'19"E 115.00' �- 0o LLi I oo co 5.32' C25 - - - _ I I I 40 - - 1t m 10 LL o 25'X25' 125.56' UI-C13425,X25' S89°11'19"E 125.17' I I 80 j l Io S.V.E. 25'X25' -_ I 1It I a o I o z wl L5 - C� - O - C11 S.V.E. 25'X25' C27 121. o� - - Wo I ? 6 tl 18oIo - 32' _ -2.82'. I "� I- I ov�I o 25'X25' - .V.E. 10' U.E.Lo o Lo 0 .82' 11 2o G) S.V.E. C6 C12N-84°00'00�E 115.00'C°C24 ^ ^E-25'X25_1$� 64.02' - C26 CH S.V.E. _-L v z S89°11'19"E 115.00'- 59.00' 20.30' 40.02' 61.48' 6148 _ m cr, _ILL DRIB 12=97' --- 61.48' `K oco 9 I / I 2' -- 61.48' E _ W BLOCK L I o W I I o 20' B.L. o - 61.48'- _ 61.48' S.V.E. S78°00'pp„E 20 76.6 _ I I ] 19 I ' 0 oo oo 20, B.L. 1 o I _ _ 61.4g,� I 1 1O 13 60' 0 �s84°�p'pp E 115.00' w 2 �1 3 �) 4 -1 5 c I L6 47.36 N7g°Op'p0„w 20 /2 IRFC � C28 � I NG) - I CD -LI j l <I w " o\wI BLOCK U ° b w w w 6 c I ] L 0.6 O 25'X25' I / M � M w 10' E. 9.p 8° 1 V.E.S.S89 11'19"E 115.00' Z I I I 7 4 I M I o 1 N I N I o r-I 8 _� U. = 0� S7 00'00"E o o C7 w �° - p 8 J N I M W ^ 2O Ed h z No N N _� h W I 9 _ 5 N L7 v I 20 o I m 0 on N I roI _59.00' oD I 8 W Z Z Z O N N I LL I 10 ^ 00 10.01' 25'X25' Z I I U I Z _ - S9.pp � I __ v _ rn < N 0 o Z ° r` _ C29 S.V.E. Lo � �� d 1/2" IRF z o/ w 11 2 g z I NI I $855.2'25"E N N I w w . I- S84°00'00" S88°18'13"E N89°45'51"E BLOCK O z O o' W / 12 o O U, d > �j E 115.00' I^ 75.25� Zco j 1 X N w 64.42' 39.82' 20.45' 38.03' 20.45' 38.03' 20.45' z o I o r- - 67.76' - - _ 47.70' - - - - 38.03' 20.44 0 0 / ^ / 13 00 S89 11'19"E 115.00' Z_ (� I O 00 o I I - 58.48'- 58.48' 38.04' 7 �° - - r^ ui o a Io ] �^ 0 58.48' I I L I v J S87°54'07"E 58.48' ^ I o I (A o O 16.72' S89°23'52"E 20.44' -38.04' - z W l 21 O U ❑ I m I 7.49' S86°24'22"E 20 44' o/ 14 o O 0 o I Z S84°54'37"E 58.48' 38.04' 2 0 9 O N co I o 5' P.W.M.E. S83° 58. 20.44' 0 UJ ^I l d (^ t o I 24'S2"E 48' 38.0 o o v N I `O W o S81 °55'07"E 58.48' 4 20.43' 3 o u/ 15 I I I o -- U O n/ O' S84°00'000"E LO 115.00' I I 31 �I 30 29 28 27 uoi a S80°25'22"E 58.4g8.04' _20.60' _ Z o I _O I coo �1/2" IRF O 26 ILO 25 o S7g°56'18, _59.00'� S P.W.M.E. Z o >W z CO I '+ I I� I w w w 24 o E 56.30, = _ I S89°11'19"E 115.00' 22 > O o. 6 0 oI �I I n I"' 23 5 z I -- 60' R.O.W I I O I I II I m I _. 56.Op' 9.Op' IoN o I lII I�� V 7g0'OpN �9.Op' o 10 56.00' Z04 U I z n 0 ' 21 26.7p' CD S84°44'04" 20'B4.L. i1 ° S84°00'0N 8.49' oO o 56.00 6.8' n ' o ^ 20 `°0"E __ _--- 16.71' 20B.L. o 14.98' W N o Lo --__ o I2364.57' 59.86' � 19 S89°11'19"E 115.00'vN.5.48jE C30 55�55.48' Co12.33' _ o o Z 5 25'X25' 5& ^18C32 .L C15 4 8' I_ 0 _ _ 00 S.V.E. 55.48' CD /3 / 17 00 b I 11 O - - - 55= 1� E �_ N o �^� 16 I o o - - I I o 25'X25' - - C3 0 /o I M I LO I I S.V.E. 55 48' , 6.64' u��J-.- 59.2o o t oLO �I _ _ _ _ Rp EST A _ _ - 0, _ o io _ I 24 85°44�27"E 114.47' C31 4g 30'20,8o l -I S89o1 V19"E 115.00' 61CD .74' _ 55.28' - C33_ VE^' rn N ui 4 I I 8.38' - - - - - 55.28' - - 59.73' - - 59.73'- - 597 59.73' 1 V D r No I - - 5973' RI�jE56.00, v� I N u.rn a I o O I M 20' B.L. o o 20' B.L. �3 �� _ 59 _ o �0p 10.74' I/ N o I 12 0 o _ .73' I U co `� a 38.p4 W ---co LO N7g°0p,00" N _ 228 04� 3 C34 24.10' l cn o 1 2 S87°15'26"E 113.93' I IU I �I 71 3 �1 4 w) 5 P1 6 16 BLOCK P _ 25 ❑ I o o v w I ] 8 21.47' � � 56 00, o � � ��S89°11'19"E 115.00' 1/2" IRF - - I- I I O I J NI NI 71 I P1 (` WI ^ 16 N f - 0 3 I o I m M co M o v I o W I 9 �° 56 pp, C4 O O I cam- M O N N O I M �/ 1 0 ^ O _ I I COI Z Z z Z Z v o oI W ' 0 56.00' LS io ( I 13 o Nu� o_ 8.56' C35 ?� > 0 I m o 26 60 _ 3.24' 6.09' 8.94' z Z h / o 12 0 20 B.1. 17.35 46.11' 4.10' N vi I N �° 69.99' 59.55' S6.42' 53.18' 11.79' 0 W/ 13 o r I S89°11'19"E 115.00' NI52R°nC�'24"W 123.38' S0.33' 47.48' z o/ - - - - N88°52'07"W 130.18' 44.63' 14.6 ' z o/ o / 14 N87040'51"W 41.78, 17.49' W/ 15 I I I I 14 o 2 38.94' z o I 16 co o 50.00 JNbU°43'27"WJ 20.34' A/ w w l 1 26 S88°32'36"W37.06' z I� I o59.67 � 58.88' N875908WN86 1511"W 567.00, o I� rx)I I �1 - - 1/2" IRFC 59.27' 56,p z m I S89°11'19"E 115.00' (TIPTON ENG) BLOCK L 59.27 N84°31'13"W N7g°0p, Ss.po, ? 25.0' 12s.o' l I 30 N79 22 56 W 00 0 8 62 I 1o'x1o' u.E. o 1 31 29 28 59.27 N82 47 15"W ° � �� w 28 5 11' 13.68' i � so' Row o 15 0 27 32 27 59.27' N81 °03'17"W 59.27' BLOCK P 72.97' M I � l 26 25 59.27' N88°17'35"W 122.98' I - - 24 NO°48'41"E N89°11'19"W 115.00' CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 4°13'52" 2090.00' 154.34' S03°53'04"W 154.30' C19 4°46'29" 2230.00' 185.83' S03°36'46"W 185.78' C2 6°28'24" 1500.00' 169.47' S87°21'35"E 169.38' C20 4°49'57" 2370.05' 199.89' NO3°35'02"E 199.83' C3 12°35'46" 2100.00' 461.68' N84°17'53"W 460.75' C21 10°1942" 275.00' 49.57' N06°01'02"E 49.51' C4 11'11'19" 300.00' 58.58' S83°35'39"E 58.49' C22 1019'42" 325.00' 58.59' N06°01'02"E 58.51' C5 6°35'45" 1220.00' 140.44' S87°17'52"E 140.37' C23 6°35'46" 1194.96' 137.57' S87°17'53"E 137.49' C6 12°35'45" 2380.00' 523.22' N84°17'52"W 522.16' C24 6°35'46" 1245.00' 143.33' S87°17'53"E 143.25' C7 11'11'19" 300.00' 1 58.58' S83°35'39"E 58.49' C25 4°06'27" 2405.00' 172.41' N88°32'30"W 172.37' C8 90,00,001, 35.50' 55.76' S45°51'11"W 50.20' C26 12°35'46" 2355.00' 517.74' N84°17'52"W 516.69' C9 90,00,001, 35.50' 55.76' N44°08'49"W 50.20' C27 5°52'53" 2405.00' 246.88' N82°21'18"W 246.77' C10 10°19'42" 300.00' 54.08' N06°01'02"E 54.01' C28 10'29'44" 275.00' 50.37' S83°14'52"E 50.30' C11 4'44'14" 2380.24' 1 196.79' N88°13'35"W 196.74' C29 10'36'08" 325.00' 60.14' S83°18'04"E 60.05' C12 7°02'20" 2380.24' 292.42' N82°20'18"W 292.23' C30 6°28'24" 1475.00' 166.64' S87°21'35"E 166.56' C13 0°49'06" 2380.24' 34.00' N78°24'34"W 34.00' C31 6°28'24" 1525.00' 172.29' S87°21'35"E 172.20' C14 4°06'29" 2090.00' 149.85' S03°49'23"W 149.82' C32 12°35'46" 2125.00' 467.17' N84°17'53"W 466.23' C15 0°07'23" 2090.00' 4.49' S05°56'19"W 4.49' C33 12°35'46" 2075.00' 456.18' N84°17'53"W 455.26' C16 3°24'42" 2065.00' 122.96' S03°28'39"W 122.94' C34 11'1 V19" 275.00' 53.70' S83°35'39"E 53.62' C17 4'14'01" 2115.00' 156.28' S03°52'59"W 156.24' C35 11'11'19" 325.00' 63.47' S83°35'39"E 63.36' C18 270°00'00" 50.00' 235.62' N39°00'00"W 70.71' LINE TABLE NO. BEARING LENGTH L1 S00°48'41"W 19.95' L2 S88°57'51"E 50.00, L3 N00°48'41 "E 20.01' L4 S84°00'00"E 25.00' L5 N84°00'00"W 30.34' L6 S 11 ° 10'53"W 27.69' L7 S89°11'19"E 21.67' L8 N89°11'19"W 49.10' L9 S44°10'04"E 22.04' L10 N45°49'56"E 22.74' L11 S89°11'19"E 95.65' L12 N17°46'09"E 14.93' L14 N05°59'59"E 19.47' L15 N05°59'59"E 11.89' L16 N46°10'03"E 9.07' _ 23 CRpsSVINE p _ _ RIVE 5 6 BLOCK R 7 8 9 AVERY POINTE PHASE 1 VOL. 2016, PG. 454 P.R.C.C.T. 21 _ 20 _ 19 11 12 I 13 ' I I I I I 18 17 14.30' 1 J i 21 20 19 18 16 BLOCK U 28 1/2" IRF - - 29 - - 5/8" IRF I I 30 1/2" IRFC (TIPTON ENG) XF 31 I / , FHE PURPOSE OF THIS AMENDING PLAT IS TO CHANGE THE BUILDIN( SETBACK LINES IN LOTS 17-19, BLOCK L, FROM 15 FEET TO 20 FEET, IN LOTS 15-16, BLOCK O, FROM 20 FEET TO 15 FEET AND IN LOT 16, BLOCK P, FROM 20 FEET TO 15 FEET. VICINITY MAP SITE -"­• NORTH GENERAL NOTES: 0 Z X N.T.S. 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 9. See Sheet 2 for Lot Area Table. 10. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 11. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP IPF IRON PIPE FOUND NTS NOT TO SCALE FND. FOUND B.L. BUILDING LINE P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT P.W.M.E. PRIVATE WALL MAINTENANCE EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT AMENDING PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1 X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO. 288, CITY OF ANNA, COLLIN COUNTY, TEXAS JULY 2019 a rn N O 0 21 00 OWNER'S CERTIFICATE LOT TABLE LOT NO. ACRES SQ. FT. BLOCK L LOT 1X 0.420 18,312 BLOCK L LOT 3 0.150 6,535 BLOCK L LOT 4 0.151 6,567 BLOCK L LOT 5 0.152 6,617 BLOCK L LOT 6 0.148 6,440 BLOCK L LOT 7 0.148 6,440 BLOCK L LOT 8 0.148 6,440 BLOCK L LOT 9 0.148 6,440 BLOCK L LOT 10 0.148 6,440 BLOCK L LOT 11 0.148 6,442 BLOCK L LOT 12 0.149 6,483 BLOCK L LOT 13 0.151 6,596 BLOCK L LOT 14 0.156 6,784 BLOCK L LOT 15 0.191 8,311 BLOCK L LOT 16 0.284 12,351 BLOCK L LOT 17 0.196 8,522 BLOCK L LOT 18 0.200 8,728 BLOCK L LOT 19 0.291 12,694 BLOCK L LOT 20 0.235 10,254 BLOCK L LOT 21 0.193 8,400 BLOCK L LOT 22 0.193 8,400 BLOCK L LOT 23 0.177 7,705 BLOCK L LOT 24 0.161 7,000 BLOCK M LOT 1 0.211 9,179 BLOCK M LOT 2 0.161 7,000 BLOCK M LOT 3 0.161 7,000 BLOCK M LOT 4 0.189 8,250 BLOCK M LOT 5 0.189 8,250 BLOCK M LOT 6 0.161 7,000 BLOCK M LOT 7 0.161 7,000 BLOCK M LOT 8 0.252 10,967 BLOCK N LOT 1 0.243 10,588 BLOCK N LOT 2 0.189 8,253 BLOCK N LOT 3 0.189 8,253 BLOCK N LOT 4 0.189 8,253 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK N LOT 5 0.189 8,253 BLOCK N LOT 6 0.168 7,339 BLOCK N LOT 7 0.169 7,376 BLOCK N LOT 8 0.169 7,379 BLOCK N LOT 9 0.169 7,381 BLOCK N LOT 10 0.170 7,384 BLOCK N LOT 11 0.219 9,522 BLOCK O LOT 1 0.190 8,289 BLOCK O LOT 2 0.163 7,081 BLOCK O LOT 3 0.159 6,935 BLOCK O LOT 4 0.159 6,905 BLOCK O LOT 5 0.159 6,905 BLOCK O LOT 6 0.159 6,905 BLOCK O LOT 7 0.159 6,905 BLOCK O LOT 8 0.159 6,905 BLOCK O LOT 9 0.159 6,905 BLOCK O LOT 10 0.159 6,905 BLOCK O LOT 11 0.158 6,882 BLOCK O LOT 12 0.156 6,785 BLOCK O LOT 13 0.156 6,785 BLOCK O LOT 14 0.156 6,785 BLOCK O LOT 15 0.214 9,317 BLOCK O LOT 16 0.206 8,985 BLOCK O LOT 17 0.148 6,440 BLOCK O LOT 18 0.148 6,440 BLOCK O LOT 19 0.148 6,440 BLOCK O LOT 20 0.148 6,454 BLOCK O LOT 21 0.150 6,545 BLOCK O LOT 22 0.150 6,545 BLOCK O LOT 23 0.150 6,545 BLOCK O LOT 24 0.150 6,545 BLOCK O LOT 25 0.150 6,545 BLOCK O LOT 26 0.150 6,545 BLOCK O LOT 27 0.150 6,545 BLOCK O LOT 28 0.150 6,545 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK O LOT 29 0.153 6,643 BLOCK O LOT 30 0.152 6,629 BLOCK O LOT 31 0.186 8,123 BLOCK P LOT 1 0.195 8,505 BLOCK P LOT 2 0.155 6,744 BLOCK P LOT 3 0.153 6,644 BLOCK P LOT 4 0.154 6,688 BLOCK P LOT 5 0.154 6,688 BLOCK P LOT 6 0.154 6,688 BLOCK P LOT 7 0.154 6,688 BLOCK P LOT 8 0.154 6,688 BLOCK P LOT 9 0.154 6,687 BLOCK P LOT 10 0.154 6,687 BLOCK P LOT 11 0.154 6,723 BLOCK P LOT 12 0.148 6,440 BLOCK P LOT 13 0.148 6,440 BLOCK P LOT 14 0.148 6,440 BLOCK P LOT 15 0.156 6,790 BLOCK P LOT 16 0.207 9,028 BLOCK U LOT 1 0.145 6,316 BLOCK U LOT 1X 0.029 1,279 BLOCK U LOT 2 0.161 7,021 BLOCK U LOT 3 0.145 6,325 BLOCK U LOT 4 0.145 6,325 BLOCK U LOT 5 0.145 6,325 BLOCK U LOT 6 0.145 6,325 BLOCK U LOT 7 0.146 6,377 BLOCK U LOT 8 0.147 6,383 BLOCK U LOT 9 0.148 6,440 BLOCK U LOT 10 0.148 6,440 BLOCK U LOT 11 0.148 6,440 BLOCK U LOT 12 0.148 6,440 BLOCK U LOT 13 0.148 6,440 BLOCK U LOT 14 0.148 6,440 BLOCK U LOT 15 0.148 6,440 STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., is the sole owner of the following described tract of land: BEING a tract of land situated in the Francis T. Duffau Survey, Abstract No. 288, City of Anna, Collin County, Texas, and being a portion of a called 56.738 acre tract of land described in a Special Warranty Deed to Lennar Homes of Texas Land and Construction, Ltd., recorded in Instrument No. 20150206000134500 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod with plastic cap stamped "KHA" set for corner on the easterly line of said 56.738 acre tract, same being the northwest corner of Lot 14, Block H and the southwest corner of Hackberry Drive, as created in West Crossing Phase 1, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Volume 2006, Page 22 of the Plat Records of Collin County, Texas; THENCE South 00°48'41" West, along the easterly line of said 56.738 acre tract and the westerly line of Block H of said West Crossing Phase 1, a distance of 850.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northeast corner of Avery Pointe Phase 1, an addition to the City of Anna, Texas, according to the Final Plat recorded in Volume 2016, Page 454 of the Plat Records of Collin County, Texas; THENCE in a westerly, northerly and easterly direction, departing the easterly line of said 56.738 acre tract, the westerly line of said Block H and along the boundary lines of said Avery Pointe Phase 1, the following: North 89'11'19" West, a distance of 115.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 00°48'41" East, a distance of 14.30 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 88°1T35" West, a distance of 122.98 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 78°00'00" West, a distance of 280.85 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 79°22'56" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 81 °03'17" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 82°47'15" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 84°31'13" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 86'1511" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 87°59'08" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 89°43'27" West, a distance of 59.67 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 88°32'36" West, a distance of 58.88 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 88°52'07" West, a distance of 130.18 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 87°40'52" West, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 88°46'24" West, a distance of 123.38 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of curvature of a non -tangent curve to the right; Along the arc of said curve to the right, through a central angle of 04°46'24", having a radius of 2,240.00 feet, a chord bearing of North 03°36'48" East, a chord distance of 186.56 feet and an arc length of 186.61 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of tangency of said curve; North 06°00'00" East, a distance of 297.90 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of curvature of a tangent curve to the left; Along the arc of said curve to the left, through a central angle of 04°49'57", having a radius of 2,360.00 feet, a chord bearing of North 03°35'02" East, a chord distance of 198.99 feet and an arc length of 199.05 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of tangency of said curve; North 01 °10'03" East, a distance of 65.57 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 88°49'57" East, a distance of 254.17 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 89°08'49" East, a distance of 823.75 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 00°48'41" West, a distance of 19.95 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 88°57'51" East, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 00°48'41" East, a distance of 20.01 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 89°08'49" East, a distance of 115.00 feet to the POINT OF BEGINNING and containing 22.643 acres (986,347) square feet) of land, more or less. OWNER'S CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., acting herein by and through their duly authorized officers do hereby adopt this plat designating the hereinabove described property as AVERY POINTE PHASE 3, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and that they shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use. The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises, with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand at I , this the day of 20 LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., a Texas limited partnership BY: Lennar Texas Holding Company, a Texas corporation, its General Partner BY: Signature Name and Title STATE OF § § COUNTY OF § BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared of Lennar Texas Holding Company, a Texas corporation, General Partner of Lennar Homes of Texas Land and Construction, Ltd., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed. Given under my hand and seal of office this the day of 20 NOTARY PUBLIC in and for the STATE OF STATE OF TEXAS § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Michael B. Marx Registered Professional Land Surveyor Texas Registration No. 5181 Kimley-Horn and Associates, Inc. 6160 Warren Pkwy., Suite 210 Frisco, TX 75034 (972) 335-3580 michael.marx@kimley-horn.com STATE OF TEXAS § § COUNTY OF COLLIN § PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY,DOCUMENT Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Michael B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this 20 Notary Public in and for the State of Texas Printed Name My Commission Expires day of GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 9. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 10. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). Approved this day of 20 by the City Council of the City of Anna, Texas. Mayor City Secretary AMENDING PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1 X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO. 288, CITY OF ANNA, COLLIN COUNTY, TEXAS JULY 2019 a v N 0) 0 N N co FHE PURPOSE OF THIS AMENDING PLAT IS TO CHANGE THE BUILDIN( SETBACK LINES IN LOTS 17-19, BLOCK L, FROM 15 FEET TO 20 FEET. CITY OF ANNA, TEXAS ORDINANCE NO. 179-2005 AN ORDINANCE OF THE CITY OF ANNA, TEXAS, AMENDING THE ZONING MAP OF THE CITY OF ANNA TO PROVIDE FOR REZONING OF CERTAIN PROPERTY; PROVIDING A REPEALER CLAUSE; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the owner of the property described in Exhibit A attached hereto has requested a certain zoning for said property; and WHEREAS, the City Council of the City of Anna has given the requisite notices and afforded a full and fair hearing to all property owners generally and to all persons interested in and situated in the affected area and in the vicinity thereof, the City Council of the City of Anna has concluded that the Zoning Ordinance of the City of Anna should be amended as follows: NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS: Section 1. The Comprehensive Zoning Ordinance of the City of Anna, Texas, is amended by zoning the tract described in Exhibit A, attached hereto and made an integral part of this Ordinance, as Planned Development, with rules and regulations for said zoning district specified in Exhibit B, attached hereto and made an integral part of this Ordinance. Unless specified in Exhibit B, all other relevant provisions of the Comprehensive Zoning Ordinance and other relevant ordinances and regulations of the City of Anna shall pertain to the tract described herein. Section 2. The official Zoning Map of the City of Anna shall be corrected to reflect the change in zoning described herein. Section 3. All ordinances of the City of Anna in conflict with the provisions of this ordinance are repealed to the extent of that conflict. Section 4. This Ordinance shall take effect immediately from and after its passage by the City Council and approval by the Mayor. PASSED on this the 8th day of February, 2005, by the following vote of the City Council of the City of Anna, Texas. ORD 179-2005 Amend Zoning Rudman FM455.doc Page 1 of 2 02-08-2005 AYE NAY ABSTAIN APPROVED: i� ATTEST: \� Am Wv , City Secretary ORD 179-2005 Amend Zoning Rudman FM455.doc Page 2 of 2 02-08-2005 EXHIBIT A LEGAL DESCRIPTION 160.13 ACRES BEING a tract of land out of the F.T. DUFFAU SURVEY, Abstract No. 288, in the City of Anna, Collin County, Texas, being the tract of land described in deed to the Rudman Partnership, recorded in Volume 3346, Page 764 of the Land Records of Collin County, Texas and being more particularly described as follows: BEGINNING at a point for the intersection of the east line of said Rudman tract and the centerline of F.M. 455; THENCE with said centerline, North 87°05'00" West, a distance of 329.52 feet to a point for corner; THENCE leaving the centerline and with the east line of a tract of land described in deed to Ronny Brown, part of the way, North 01 °55'00" East, a distance of 259.44 feet to a point for the northeast corner of said Brown tract; THENCE with the north line of said Brown tract, South 78051'00" West, a distance of 154.18 feet to a point for corner; THENCE with the west line of said Brown tract, South 03°57'00" West, a distance of 219.23 feet to a point for corner in the centerline of said F.M. 455; THENCE with the centerline of said F.M. 455, the following courses and distances to wit: North 85°45'00" West, a distance of 166.70 feet to a point for corner; North 87040'00" West, a distance of 1848.70 feet to a point for corner; North 88°03'00" West, a distance of 120.01 feet to a point for the intersection of west line of said Rudman tract and the centerline of said F.M. 455 THENCE leaving said centerline and with said west line, North 01026'00" East, a distance of 2651.19 feet to a point for the northwest corner of said Rudman tract; THENCE with the north line of said Rudman tract, South 88009'00" East, a distance of 2642.67 feet to a point for the northeast comer of said Rudman tract; THENCE with the east line of said Rudman tract, South 01"52'00" West, a distance of 2685.72 feet to the POINT OF BEGINNING and containing 160.13 acres of land. This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. EXHIBIT C RUDMAN F.M. 455 PROPERTY PLANNED DEVELOPMENT DISTRICT PLANNED DEVELOPMENT STANDARDS PLANNED DEVELOPMENT — Residential Tract A 1.1 General Description: Tract A, identified on the attached Zoning Exhibit is intended to accommodate various types of residential development in the community. Development standards for Tract A are outlined within this Section. 1.2 Permitted Uses: a. The permitted uses in Tract A will be the same as those permitted in the "R-1 Single Family Residential" zoning district. b. Residential uses as described herein. C. Parks, playgrounds and neighborhood recreation facilities including, but not limited to swimming pools, clubhouse facilities and tennis courts. d. Churches/rectories e. Schools — public or private. f. Utility distribution lines and facilities. g. Fire stations and public safety facilities. h. Real estate sales offices during the development and marketing of the residential areas. Electronic security facilities including gatehouse and control counter. Construction Trailers associated with development for residential, retail, or commercial uses. 1.3 Building Materials: All main buildings shall have an exterior finish of stone, stassO, brick, tile, concrete, glass, exterior wood or similar materials or any combination thereof. The use of wood as an exterior building material shall be limited to a maximum of thirty (30) percent of the total exterior wall surfaces. 1.4 Single Family Homes: Single family homes shall be allowed within Tract A as illustrated on the attached Zoning Exhibit. 1.5 Building and Area Reauirements: The following development standards shall pertain to single family uses to be developed within Tract A: a. Lot Area: The minimum area of any lot within Tract A shall be six thousand two hundred (6,200) square feet. The average lot area of all lots within Tract A shall be six thousand four hundred (6,400) square feet. b. Minimum Dwelling Size: The minimum area of the main building shall be one thousand four hundred (1,400) square feet, exclusive of garages, breezeways and porticos. Also, a minimum of twenty-five (25) percent of the dwelling units within Tract A shall be one thousand five hundred 2. (1,500) square feet and a minimum of fifteen (15) percent of the dwelling units within Tract A shall be one thousand six hundred (1,600) square feet. C. Lot Coverage: In no case shall more than fifty (50) percent of the total lot area be covered by the combined area of the main buildings and accessory buildings. Swimming pools, spas, decks, patios, driveways, walks and other paved areas shall not be included in determining maximum lot coverage. d. Lot Width: The minimum width of any lot shall be fifty-five (55) feet measured at the front building line, except for lots at the terminus of a cul- de-sac, on a corner or along a curve may have a width of fifty (50) feet at the building line; provided all other requirements of this section are fulfilled. e. Lot Depth: The minimum depth of any lot shall be one hundred (100) feet, except for lots at the terminus of a cul-de-sac, on a corner or along a curve may have a minimum lot depth, measured at mid -points on front and rear lot lines, of ninety-five (95) feet; provided all other requirements of this section are fulfilled. Front Yard: The minimum depth of the front yard shall be twenty (20) feet. g. Side Yard: A side yard on one side of the lot shall be six (6) feet and the other side shall be four (4) feet. The minimum distance between structures shall be ten (10) feet. A side yard adjacent to a street shall be fifteen (15) feet. h. Rear Yard: The minimum depth of the rear yard shall be twenty (20) feet. Maximum Building Height: Buildings shall be a maximum of two and a half (2 1/2) stories, not to exceed thirty-six (36) feet in height. Chimneys, antennae and other architectural projections not used for human occupancy may extend above this height limit. Garages: Garages may be front facing and there is no requirement for "swing" driveways. PLANNED DEVELOPMENT— SINGLE FAMILY RESIDENTIAL TRACT B 2.1 General Description: Tract B, identified on the attached Zoning Exhibit is intended to accommodate various types of residential development in the community. Development standards for Tract B are outlined within this Section. 2.2 Permitted Uses: a. The permitted uses in Tract B will be the same as those permitted in the "R-1 Single Family Residential" zoning district. b. Residential uses as outlined in Section 1.0 of this Planned Development District. C. Residential uses as described herein. d. Parks, playgrounds and neighborhood recreation facilities including, but not limited to swimming pools, clubhouse facilities and tennis courts. e. Churches/rectories f. Schools — public or private. g. Utility distribution lines and facilities. h. Fire stations and public safety facilities. i. Real estate sales offices during the development and marketing of the residential areas. j. Electronic security facilities including gatehouse and control counter. k. Construction Trailers associated with development for residential, retail, or commercial uses. 2.3 Building Materials: All main buildings shall have an exterior finish of stone, siassa brick, tile, concrete, glass, exterior wood or similar materials or any combination thereof. The use of wood as an exterior building material shall be limited to a maximum of thirty (30) percent of the total exterior wall surfaces. 2.4 Single Family Homes: Single family homes shall be allowed within Tract B as illustrated on the attached Zoning Exhibit. 2.5 Building and Area Requirements: The following development standards shall pertain to single family uses to be developed within Tract B: a. Lot Area: The minimum area of any lot within Tract B shall be five thousand (5,000) square feet. The average lot area of all lots within Tract B shall be five thousand four hundred (5,400) square feet. Minimum Dwelling Size: The minimum area of the main building shall be one thousand two hundred (1,200) square feet, exclusive of garages, breezeways and porticos. Also, a minimum of thirty (30) percent of the dwelling units within Tract B shall be one thousand three hundred (1,300) square feet and a minimum of twenty (20) percent of the dwelling units within Tract B shall be one thousand four hundred (1,400) square feet. C. Lot Coverage: In no case shall more than fifty (50) percent of the total lot area be covered by the combined area of the main buildings and accessory buildings. Swimming pools, spas, decks, patios, driveways, walks and other paved areas shall not be included in determining maximum lot coverage. d. Lot Width: The minimum width of any lot shall be sixty (50) feet measured at the front building line, except for lots at the terminus of a cul-de-sac, on a corner or along a curve may have a width of forty-five (45) feet at the building line; provided all other requirements of this section are fulfilled. e. Lot Depth: The minimum depth of any lot shall be one hundred (100) feet, except for lots at the terminus of a cul-de-sac, on a corner or along a curve may have a minimum lot depth, measured at mid -points on front and rear lot lines, of ninety-five (95) feet; provided all other requirements of this section are fulfilled. f. Front Yard: The minimum depth of the front yard shall be twenty (20) feet. g. Side Yard: A side yard on one side of the lot shall be six (6) feet and the other side shall be four (4) feet. The minimum distance between structures shall be ten (10) feet. A side yard adjacent to a street shall be fifteen (15) feet. h. Rear Yard: The minimum depth of the rear yard shall be fifteen (15) feet. i. Maximum Building Height: Buildings shall be a maximum of two and a half (2 1/2) stories, not to exceed thirty-six (36) feet in height. Chimneys, antennae and other architectural projections not used for human occupancy may extend above this height limit. j. Garages: Garages may be front facing and there is no requirement for "swing" driveways. 2.6 Townhouse Units: Townhouse units shall be allowed within Tract B as outlined on the Zoning Exhibit. If townhouse units are developed within Tract B, they shall be developed in accordance with the following criteria: i. Front Yard: The minimum depth of the front yard shall be ten (10) feet. Side Yard: There will be no requirement for separation between units. All buildings shall have a minimum side yard of six (6) feet and shall maintain a minimum building separation of twelve (12) feet. A side yard adjacent to a public street shall be a minimum of fifteen (15) feet. iii. Rear Yard: All buildings shall have a minimum rear yard of fifteen (15) feet. iv. Minimum Dwelling Size: The minimum area of the main building shall be one thousand two hundred (1,200) square feet, exclusion of garages, breezeways and porticos. V. Lot Area: The minimum area of any lot shall be two thousand (2,000) square feet. vi. Lot Coverage: In no case shall more than seventy-five (75) percent of the total lot area be covered by the combined area of the main buildings and accessory buildings. vii. Lot Width: The minimum width of any lot shall be twenty-five (25) feet. viii. Lot Depth: The minimum depth of any lot shall be ninety (90) feet. 4 ix. Maximum Building Height: Buildings shall be a maximum of two (2) stories, not to exceed thirty-six (36) feet in height. Chimneys, antennae and other architectural projections not used for home occupancy may extend above this height limit. X. Open Space Reguirement: A minimum of ten (10) percent of the net lot area, for areas to be developed for townhouse areas, shall be developed and maintained as landscaped open space. Landscape open space may include areas used for facilities such as walks, plazas, courts, recreational amenities, water features and other similar uses not specifically used for vehicle access and parking. Open Space shall be located within the residential portions of this Planned Development District. A minimum of thirty (30) percent of the required ten (10) percent shall be located within the townhouse area. xi. Garages: Garages may be front facing and there is no requirement for "swing" driveways. 3. PLANNED DEVELOPMENT — COMMERCIAURETAIL TRACT C 3.1 Commercial/Retail: Commercial/Retail areas are primarily intended to accommodate retail, commercial and service centers that supply the surrounding residential areas with convenience goods and services which are normal daily necessities and routine purchases. a. Permitted Uses: The permitted uses in Tract C will be the same as those permitted in the "C-2 General Commercial" zoning district. The following uses shall be permitted in all Commercial/Retail areas: - Advertising Signs — Permitted in compliance with the City's Sign Ordinance, as it presently exists or may be amended. - Antique Sales. - Appliance Stores — Service and Repair. - Assisted Living Facilities. - Artist Materials and Supplies. - Audio and Sound Stores. - Auto Laundries/Car Wash Facilities — Incidental to the primary business use. - Auto Parts and Accessories Sales. - Automobile Parking Lots and Parking Garages - Limited to one story in height. - Automobile Repairs/Operations — Service bay doors may not directly face F.M. 455. - Baby Shops. - Bakery and Confectionery Shops. - Banks, Savings and Loan and Credit Unions. - Banks, Savings and Loan and Credit Unions —With Drive-Thru Services. - Barber/Beauty Shops. - Bed and Breakfast. Book and Stationery Stores. Business Machine Sales and Service Establishments. Business Services. Cafeterias. Camera and Photographic Supply Shops. Candy and Cake Shops. Carpet and Rug Stores. Catering Establishments. China and Glassware Stores. Churches/Rectories. Civic/Convention Center. Cleaning, Dyeing, Pressing, Pick-up and Collection Agencies. Clinics — Medical and Dental. Clothing, Footwear, Apparel, Costume and Costume Rental Stores. Coin and Philatelic Stores. Commercial Amusement/Recreation Enterprises — Indoor and Outdoor. Computer Sales and Repairs. Concrete Batching Plants — Temporary and Incidental to On -Site Construction. Consignment Shops. Construction and field offices — Temporary. Convalescence Homes. Convenience Stores. Convenience Stores — With Gas Service. Curio and Gift Shops. Dairy Products (Retail) — Warehousing of products shall not be permitted as the primary business use. Day Care Centers for Children. Delicatessens. Department Stores. Dinner Theatres. Drapery Shops. Dress Shops. Drug Stores/Pharmacies. Dry Good Stores. Duplicating Centers, Mailing Services. Etc. Electrician. Exterminating Shops. Farmer's Market. Financial Institutions. Fitness and Health Centers. Fixture Repair Shops. Florist and Garden Shops. Fraternal Organizations, Lodges, Civic Clubs, Philanthropic, and Eleemosynaries. Frozen Food Lockers. Furniture, Home Furnishings and Equipment Showrooms and Sales. Furniture Stores. General Merchandise Stores. Governmental and Utility Agencies, Offices, Facilities and Service Yards — No Outdoor Storage Unless Screened. Greenhouse and Nursery Facilities — Sales permitted, but no wholesale growing of stock as a primary business use. Grocery Stores and Supermarkets. Guard and Patrol Services. Gunsmith. Hardware and Building Materials Stores — No outdoor Storage unless Screened. Health Product Stores. Hobby or Craft Stores. Homebuilder. Hospitals and Sanitariums. Hotels, Apartments Hotels, and Motels. Ice Cream Stores. Independent Living Facilities. Indoor Storage Facilities — Incidental to the primary business use and located within the same building. Interior Decorating Stores —Including upholstering and making of draperies, slipcovers, and other similar articles when conducted as a part of the retail operations and secondary to the principal use. Jewelry Stores. Job Printing Centers. Key Shops/Locksmiths. Laboratories - Medical, Dental, and Research. Laundromats. Laundry and Dry Cleaning Establishments. Leather Goods Shops and Luggage Stores. Loan Offices. Locksmiths. Marketing Center. Mass Commuter/Transit Stations. Meat Markets — Including the sale of meat and meat products to restaurants, hotels, clubs and other similar establishments when such sale is conducted as part of the retail business on the premises; part of the retail business on the premises. Medical and Health Care Facilities/Clinics/Emergency Centers. Medical Offices. Messenger/Courier and Telegraph Services. Miniwarehouses — If approved by the Anna City Council as a Conditional Use per Section 6, Conditional Uses of the City of Anna Zoning Ordinance. Mortuaries. Municipal Buildings and Facilities. Museums, Libraries, Art Schools and Art Galleries. Musical Instrument Sales and Repairs. Music Sound Equipment and Sheet Music Stores. Newspaper and Magazine Sales. Novelty/Notion Stores. Nursing Homes. Offices — Professional, Administrative, Medical and General Offices, including, but not limited to, doctors, dentists, optometrists, psychiatrists, attorneys, architects, engineers, planners, travel agents, advertising, insurance, real estate, employment agencies, and similar offices. Office Businesses. Office Supplies and Sales. Optical Stores — Sales and Services. Orthopedic and Medical Appliance and Supply Stores. Paint Stores and Wallpaper Stores. Parks, Playgrounds, Recreational Facilities and Community Centers. Pet Grooming and Supplies. Pet Shops. Photographic Services. Physical culture, health service, and reducing salons. Play Equipment — Sales and Display. Plumbing Shops — No Outdoor Storage. Pool Supply Shops. Post Office Facilities. Printing, Duplicating and Blueprinting Centers/Stores. Private Club Facilities — In accordance with other applicable City ordinances, as they presently exist or may be amended. Pumping Stations. Radio and Television Microwave Antennae/Towers — Incidental to the primary use, and in accordance with other applicable City ordinances, as they presently exist or may be amended. Limited to a maximum of forty (40) feet in height. Radio and Television Sales and Services. Radio and Television Studios and Broadcasting Facilities. Recreation Centers — Public and Private. Recycling Collection Containers. Repair and Storage Garages — Service bay doors may not directly face F.M. 455. Restaurants. Restaurants —With Drive- I n/Drive-Thru Service. Retail Sales. Retail Shops and Stores. Schools — Public, Private, Parochial, music, dance, business, or trade. Securities and Commodities Offices — Including, but not limited to brokers, dealers, underwriters, exchange offices and similar offices. Service Stations — Full Service (Including Bays). Service Stations — Self Service. Service Stations — Including the Incidental storage of rental trucks and trailers, except that trucks and trailers for storage or rental may not be parked within the public right-of-way. Sewing Machine Sales and Services. Shoe and Boot Sales and Repair Stores. Shopping Centers. Small Engine Repairs — Under Roof and Enclosed. Specialty Shops and Boutiques. Sporting Goods Sales. Studios — Art, Photography, Music, Dance, Gymnastics, Health, etc. Tailor Shops. Taxidermists. H Telephone Business Office. Telephone Exchange and Transmission Equipment Buildings/Facilities. Theaters — Indoor. Theatrical Centers, Lodges, Assembly Halls, and Auditoriums. Ticket Agencies, Amusement Tire Dealers and Repair Shops. Tobacco Shops. Tool and Equipment Rental Stores — No outdoor Storage Unless Screened. Toy Stores. Travel Bureaus. Trophies and Awards Shops. Upholstery Shops. Utility Distribution Systems and Facilities — Including, but not limited to electric substations, gas odorizing stations, and gate stations; railroad rights -of -way for switch, lead, spur or team tracks; water pumping stations and water reservoirs. Variety Stores. Vehicle Service Centers. Veterinarian Clinics and Kennels — Limited to small animals and containing no outside pens. Warehousing Facilities — Incidental to the primary business use and located within the same building. Watch Making Shops. Water Softener Sales and Service. Water Treatment Facilities. Accessory buildings and uses customarily incident to the permitted uses. Temporary buildings and uses incidental to construction work on the premises, which shall be removed upon completion of construction work. Uses similar to the above permitted uses, provided the Anna City Council approves said uses prior to the issuance of a building permit. b. Building and Area Requirements: The following development standards shall pertain to retail uses, as outlined above, developed within Tract C: Densi : The permitted floor area of all buildings within the commercial/retail areas shall be unlimited, provided that all sections of the Planned Development Ordinance are fulfilled. Front Yard: The minimum depth of the front yard shall be twenty- five (25) feet. When a lot has double frontage, the front yard requirement shall be applied to both streets. iii. Side Yard: No side yard is required unless vehicular access is provided/required, in which case the side yard shall have a depth of not less than twelve (12) feet. A twenty-four (24) foot side yard shall be provided where fire lane access is required and wherever a vehicular access/fire lane easement is not available on the adjoining property. A fifty (50) foot side yard is required when the property is located adjacent to property that is zoned for single family residential uses. iv. Rear Yard: No rear yard is required unless vehicular access is provided/required, in which case the rear yard shall have a depth of not less than twelve (12) feet. A twenty-four (24) foot rear yard shall be provided where fire lane access is required and where a vehicular access/fire lane easement is not available on the adjoining property. A fifty (50) foot rear yard is required when the property is located adjacent to property that is zoned for single family residential uses. Maximum Building Height: The maximum height of the buildings within Commercial/Retail Areas shall have a maximum allowed height of two (2) stories, not to exceed forty (40) feet. vi. Lot Area: The minimum lot area shall be ten thousand (10,000) square feet. vii. Lot Width: The minimum lot width shall be fifty (50) feet. viii. Lot Depth: The minimum lot depth shall be ninety (90) feet. ix. Lot Coverage: In no case shall more than forty (40) percent of the total lot area be covered by the combined area of the main buildings and accessory buildings. Parking structures and surface parking facilities shall be excluded from lot coverage computation. X. Building Materials: All main buildings shall have an exterior finish of stone, stucco, brick, tile, concrete, glass, exterior wood or similar materials or any combination thereof. The use of wood as a primary, exterior building material shall be limited to a maximum of twenty (20) percent of the total exterior wall surfaces. 4. GENERAL CONDITIONS: 4.1 Amendment to the Planned Development District (PD): a. At such time a request to amend the PD is submitted, only the party initiating the request shall be named as the "Applicant". All owners of property within the boundaries of the PD are not required to be applicants for amendments to the PD, unless the requested amendments directly affect their property. 10 b. The notification area shall be two hundred (200) feet from the subject property listed on the application as defined by a separate boundary survey or exhibit. 4.3 Landscape Requirements: A landscape buffer with a minimum average width of twenty (20) feet shall be provided adjacent to F.M. 455. 4.4 Commercial Screening: A six (6) foot masonry wall shall be located along the rear property line of the commercial property, adjacent to existing and proposed residential land uses. The installation and maintenance of this wall shall be the responsibility of the owner/developer of the commercial property. 4.5 Residential Buffering: In addition to the six (6) foot masonry wall, as noted above in Section 4.4, steps shall be taken to buffer and/or screen commercial users within Tract C from residential users. A landscape buffer area, a minimum of fifteen (15) feet in width, shall be provided on the commercial property adjacent to existing or proposed residential uses. This landscape buffer area will be located inside the masonry wall and will contain trees (minimum 3" caliper) planted a minimum of fifty (50) feet apart. Plans for the above noted masonry wall and the fifteen (15) foot landscape buffer shall be submitted to and approved by the Anna City Council in conjunction with the approval process for a user within the specific Commercial/Retail area to be developed. 4.6 Conformance to All Applicable Articles of the Anna Zoning Ordinance: Except as amended herein, this Planned Development shall conform to any and all applicable articles and sections of the Anna Zoning Ordinance as it presently exists or may be amended. 4.7 Parking Requirements: Unless otherwise defined herein, parking requirements shall comply with the ordinances of the City of Anna as they presently exist or as they may be amended. 4.8 Residential Density: The maximum number of single family residential lots within Tracts A and B shall not exceed five hundred twenty (520) units calculated in aggregate. 4.9 General Compliance: Except as amended by this Ordinance, development of property within this Planned Development District must comply with the requirements of all ordinances, rules and regulations of the City of Anna as they exist or may be amended. a. All paved areas, permanent drives, streets (dedicated or private), and drainage structures (if any) must be constructed in accordance with standard City of Anna specifications as they exist or may be amended. b. The Building Official shall not issue a building permit or a Certificate of Occupancy for any use in a phase of this Planned Development District until there has been full compliance with these conditions, and all other rules and regulations of the City of Anna as they exist or may be amended and are applicable to that phase of development. 11 11312 CALLED 51.195 ACRES TWO-J PARTNERS, LLLP INST. NO.20080509000562500 11:25,50 AM PL 112 CALLED 60.549 ACRES TWO-J PARTNERS, LLLP INST. NO.20080509000562490 O.P.R.C.C.T. W.E. I&XII& U.E. GRAPHIC SCALE IN FEET ' INST. NO.20160520000624640' INST. NO.20160609000724960 O.P.R.C.C.T. r -1 O.P.R.C.C.T. 60 0 30 60 120 INST. NO. 15' S.S.E. ' 115'X15' U.E. 15' PRIVATE HOA D.E. 15'X15' U.E. j INST. No. 20160609000724970 INST. NO.20160609000724950 INST. NO.20160609000724960 15' PRIVATE HOA D.E. I O.P.R.C.C.T. O.P.R.C.C.T. 15'X15' U.E. INST. NO.20160609000724950 - - - __ O.P.R.C.C.T. O.P.R.C.C.T. - 1 r - - 1" = 60' @ 24X36 1 ' r- \ r r , INST. NO. 201606 O.P.R.C.C.T. -� O.P.R.C.C.T. I I sk p 10' U.E. & S.W.E. W.E. LJ-- 15.05' INST. NO.20160520000624670 HAC KB E R RY DRIVE INST. NO.20160520000624630 10' U.E. & S.W.E. �� r O.P.R.C.C.T. O.P.R.C.C.T. INST. N0.20160520000624650 S88 49 57 E 254.17 82.15' S89008'49"E 823.75' o00062. 6 FJ84 S88°49557"E 238.28'L14 L15_ S89°08'49"E 115.00' �-168.10'- - - C S89°08'49"E 807.71' 1� 98.29'T-7 - 15'S.S.E. \ 350.00' - - M o 1X 10.00, b - 125.04'---- 109.38'--- N '� J co(' - -- - L2 N S89°08'49"E - 98.92'-Ci 5' P.W.M.E. _ HAYES DRIVE I o15 ��?� 17.50' p5' PWME24 I N b 5' P.W.M.E��Q O a O , 0 25'X25' S89°08'49"E 229.00' 56 1 w O c Lo I co b b 21D5'!12b �' 16 o co S.V.E. of `norn V0 N 10' U.E. 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"" 1 59. �. b =00, N ui b I o 73' N78°OQOQ co 1 0 L - _38.04' 228.p4, N C34 uoi 0 24.10' I S87°15�26"E`113.93' 'U 1 � 2 w' 3 �' 4 w' 5 w' 6 •-' 7 r BLOCK P 1.47 5 w to ' i 1 io b m "� o� w f 8 °' 96.0 o o S89°11'19"E 115.00' O 3 ' 1 O I J M OD I M N' O �' 9 C° �... '�. N cn--�--- - c l I a It. Z Z z Z Z z rn f _W CV 0)/ 10 I - 56.00, _ L8Lo I 13 3.24' z w/ / 20'g � 17.35, C35 1 N ai 0 I N ,on 6.09' o L. 46.11, �4..10' 8.94' Z �,/ 8ll12 0/ 13 h o r_- 50.00' 69.99' 59.55' 56.42' 53.18' 11.79' o ( S89°11'19"E 115.00' N88°46'24"W 123.38' N88°52'07"Wj 130.18' 47.48' - - 50.33' 2 I 44.63' 1 14 jo ih I b o c n j 4' 41.7 2 O N87 40,51 W ( 8 17.49' o/ tLl 95 ' I 14 b 2 50.00' i 1 i 38.94' z o `/ 1 1 s I b I 1 01) S88°3236"WJN89°43'27"W [ #' 2o.3a' 37p6, z N/ /� P v LO _ ...... i 58.88' 59.6T N87059'08"W N80-15'11"W ti f` 56.00, a �/ co co BLOCK L i 59.27' 59.2T i #3 56.p0 2 Z' S89°11'1,9"E 115.00' - I ! i N84°31'13"W f,, f' 'ft N78°0 , 5s.00' N Ij 25.0' 125.0' Q ��'�/ 1 10'X10' U.E. I _ 31 29 28 # 59.2T N82°4T15"W t, o ' 2�0.85 621r 13.68' (� 50' liow o I 15 0 30 N79 22 56 W , 32 j 27 59.27' N81f°03'17"W` 59.27' 72.97'Co i BLOCK P ( l 26 ; 25,ff, 59.27' f' ;' N88°17'35"W' 122. ' iI .........I ..... _ _ _... f.. t { ;t 24 �. 89 1 9 W 115 00 23 ; r` NO N 01'1�� °48'41 "E - ,,,, 14.30' 1 CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 4°13'52" 2090.00' 154.34' S03°53'04"W 154.30' C19 4°46'29" 2230.00' 185.83' S03°3646"W 185.78' C2 6°28'24" 1500.00' 169.47' S87°21'35"E 169.38' C20 4°49'57" 2370.05' 199.89' NO3°35'02"E 199.83' C3 12°3546" 2100.00' 461.68' N84°17'53"W 460.75' C21 10°1942" 275.00' 49.57' N06°01'02"E 49.51' C4 11°11'19" 300.00' 58.58' S83°35'39"E 58.49' C22 10°19'42" 325.00' 58.59' N06°01'02"E 58.51' C5 6°35'45" 1220.00' 140.44' S87°17'52"E 140.37' C23 6°3546" 1194.96' 137.57' S87°17'53"E 137.49' C6 12°3545" 2380.00' 523.22' N84°17'52"W 522.16' C24 6°3546" 1245.00' 143.33' 887°17'53"E 143.25' C7 11°11'19" 300.00' 58.58' S83°35'39"E 58.49' C25 4°06'27" 2405.00' 172.41' N88°32'30"W 172.37' C8 90°00'00" 35.50' 55.76' S45°51'11"W 50.20' C26 12°3546" 2355.00' 517.74' N84°17'52"W 516.69' C9 90°00'00" 35.50' 55.76' N44°08'49"W 50.20' C27 5°52'53" 2405.00' 246.88' N82°21'18"W 246.77' C10 10°1942" 300.00' 54.08' N06°01'02"E 54.01' C28 10'2944" 275.00' 50.37' S83°14'52"E 50.30' C11 4°44'14" 2380.24' 196.79' N88°13'35"W 196.74' C29 10*36'08" 325.00' 60.14' S83°18'04"E 60.05' C12 7°02'20" 2380.24' 292.42' N82°20'18' W 292.23' C30 6°28'24" 1475.00' 166.64' S87°21'35"E 166.56' C13 0°49'06" 2380.24' 34.00' N78°24'34'W 34.00' C31 6°28'24" 1525.00' 172.29' S87°21'35"E 172.20' C14 4°06'29" 2090.00' 149.85' S03°49-23"W 149.82' C32 12°35'46" 2125.00' 467.17' N84°17-53"W 466.23' C15 0°07'23" 2090.00' 4.49' S05°56'19"W 4.49' C33 12°35'46" 2075.00' 456.18' N84°17'53"W 455.26' C16 3°2442" 2065.00' 122.96' S03°28'39"W 122.94' C34 11°11'19" 275.00' 53.70' S83°35'39"E 53.62' C17 4°14'01" 2115.00' 156.28' S03°52'59"W 156.24' C35 11°11'19" 325.00' 1 63.47' S83°35-39"E 63.36' C18 270°00'00" 50.00' 235.62' N39°00'00"W 70.71' LINE T NO. BEARING LENGTH L1 S00°48'41"W 19.95' L2 S88°57'51 "E 50.00' L3 N00°4841 "E 20.01' L4 S84°00'00"E 25.00' L5 N84°00'00"W 30.34' L6 S11°10'53"W 27.69' L7 S89°11'19"E 21.67' L8 N89°1119"W 49.10' L9 S44°10'04"E 22.04' L10 N45°49'56"E 22.74' L11 S89°11'19"E 95.65' L12 N17°46'09"E 14.93' L14 N05°59'59"E 19.47' L15 N05°59'59"E 11.89' ABLE 6 ; BLOCK R #} 7 g # '{r 9 AVERY POINTE PHASE 1 ! VOL. 2016, PG. 454 } P.R.C.C.T. { i ; 1 { F { } 3 3 } 3 ; FROM: R-6288-000-0240-1 122.643 AC FOR TAX YEAR 2018 21 20 19 18 11 r 12 13 17 l CALLED TRACT A BLOOMFIELD HOMES, L.P. INST. NO.20131227001685590 O.P.R.C.C.T. HACKBERRY DRIVE P.O.B. 14 14 1/2" IRF vot 8- 006 PG, 22 / �XF 15 - - - XF 1/2" IRFC MPTON ENG) 16 I 1/2"IRF I O O O 00 17 - - 14, I 'r 18 I 0 1/2" IRFC I (TIPTON ENG)- - 19 1/2" IRFC I (TIPTON ENG) - I I 20 W a 2 N -a. W coal-' Z > 21 V5 C11 ON0 I ❑ ��a 1/2"IRF O O I uJ 22 3:O m I I � 23 � - - I 24 25 I - I I 1/2" IRF - - I I 26 - - I 26 _ _ I 1/2" IRFC I (TIPTON ENG) 27 I 1/2" IRF I 28 I -1/2" IRF 29 I 1. 5/8" IRF 30 -1/2" IRFC - - (TIPTON ENG) XF 31 \ � a�n�naurnh OF C� .. VICINITY MAP SITE 143 N.T.S. I GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA', unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 9. See Sheet 2 for Lot Area Table. 10. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 11. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). LEGEND BOUNDARY LINE - - - EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP IPF IRON PIPE FOUND NTS NOT TO SCALE FND. FOUND B.L. BUILDING LINE P.R C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT P.W.M.E. PRIVATE WALL MAINTENANCE EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT FINAL PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO.288, CITY OF ANNA, COLLIN COUNTY, TEXAS MAY 2017 C-4A L- K10 Horn 5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Scale Drawn by Checked by I Date Project No. Sheet No. 1" = 60' KHA KHA 05/10/2017 063451701 1 OF 2 OWNER: Filed and Recorded Lennar Homes of Texas Land and Official Public Records Construction, Ltd. Stacey Kemp, County Clerk 1707 Market Place Boulevard, Collin County, TEXAS Suite100 06/30/2017 11:25:50 AM Irving, Texas 75063 $41 .00 DLAIRD Ph: (469) 587-5300 20170630010003230 f "d Contact: APPLICANT: s Kimley-Horn and Associates, Inc. 1 12750 Merit Drive, Suite 1000 a"® Dallas, TX 75251 Ph: (972) 776-1764 Contact: Ashley Williams, PE Email: ashleymilliams@kimley-hom.00M la ABLE 6 ; BLOCK R #} 7 g # '{r 9 AVERY POINTE PHASE 1 ! VOL. 2016, PG. 454 } P.R.C.C.T. { i ; 1 { F { } 3 3 } 3 ; FROM: R-6288-000-0240-1 122.643 AC FOR TAX YEAR 2018 21 20 19 18 11 r 12 13 17 l CALLED TRACT A BLOOMFIELD HOMES, L.P. INST. NO.20131227001685590 O.P.R.C.C.T. HACKBERRY DRIVE P.O.B. 14 14 1/2" IRF vot 8- 006 PG, 22 / �XF 15 - - - XF 1/2" IRFC MPTON ENG) 16 I 1/2"IRF I O O O 00 17 - - 14, I 'r 18 I 0 1/2" IRFC I (TIPTON ENG)- - 19 1/2" IRFC I (TIPTON ENG) - I I 20 W a 2 N -a. W coal-' Z > 21 V5 C11 ON0 I ❑ ��a 1/2"IRF O O I uJ 22 3:O m I I � 23 � - - I 24 25 I - I I 1/2" IRF - - I I 26 - - I 26 _ _ I 1/2" IRFC I (TIPTON ENG) 27 I 1/2" IRF I 28 I -1/2" IRF 29 I 1. 5/8" IRF 30 -1/2" IRFC - - (TIPTON ENG) XF 31 \ � a�n�naurnh OF C� .. VICINITY MAP SITE 143 N.T.S. I GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA', unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 9. See Sheet 2 for Lot Area Table. 10. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 11. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). LEGEND BOUNDARY LINE - - - EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP IPF IRON PIPE FOUND NTS NOT TO SCALE FND. FOUND B.L. BUILDING LINE P.R C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT P.W.M.E. PRIVATE WALL MAINTENANCE EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT FINAL PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO.288, CITY OF ANNA, COLLIN COUNTY, TEXAS MAY 2017 C-4A L- K10 Horn 5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Scale Drawn by Checked by I Date Project No. Sheet No. 1" = 60' KHA KHA 05/10/2017 063451701 1 OF 2 OWNER: Filed and Recorded Lennar Homes of Texas Land and Official Public Records Construction, Ltd. Stacey Kemp, County Clerk 1707 Market Place Boulevard, Collin County, TEXAS Suite100 06/30/2017 11:25:50 AM Irving, Texas 75063 $41 .00 DLAIRD Ph: (469) 587-5300 20170630010003230 f "d Contact: APPLICANT: s Kimley-Horn and Associates, Inc. 1 12750 Merit Drive, Suite 1000 a"® Dallas, TX 75251 Ph: (972) 776-1764 Contact: Ashley Williams, PE Email: ashleymilliams@kimley-hom.00M la 17 l CALLED TRACT A BLOOMFIELD HOMES, L.P. INST. NO.20131227001685590 O.P.R.C.C.T. HACKBERRY DRIVE P.O.B. 14 14 1/2" IRF vot 8- 006 PG, 22 / �XF 15 - - - XF 1/2" IRFC MPTON ENG) 16 I 1/2"IRF I O O O 00 17 - - 14, I 'r 18 I 0 1/2" IRFC I (TIPTON ENG)- - 19 1/2" IRFC I (TIPTON ENG) - I I 20 W a 2 N -a. W coal-' Z > 21 V5 C11 ON0 I ❑ ��a 1/2"IRF O O I uJ 22 3:O m I I � 23 � - - I 24 25 I - I I 1/2" IRF - - I I 26 - - I 26 _ _ I 1/2" IRFC I (TIPTON ENG) 27 I 1/2" IRF I 28 I -1/2" IRF 29 I 1. 5/8" IRF 30 -1/2" IRFC - - (TIPTON ENG) XF 31 \ � a�n�naurnh OF C� .. VICINITY MAP SITE 143 N.T.S. I GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA', unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 9. See Sheet 2 for Lot Area Table. 10. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 11. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). LEGEND BOUNDARY LINE - - - EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP IPF IRON PIPE FOUND NTS NOT TO SCALE FND. FOUND B.L. BUILDING LINE P.R C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT P.W.M.E. PRIVATE WALL MAINTENANCE EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT FINAL PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO.288, CITY OF ANNA, COLLIN COUNTY, TEXAS MAY 2017 C-4A L- K10 Horn 5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Scale Drawn by Checked by I Date Project No. Sheet No. 1" = 60' KHA KHA 05/10/2017 063451701 1 OF 2 OWNER: Filed and Recorded Lennar Homes of Texas Land and Official Public Records Construction, Ltd. Stacey Kemp, County Clerk 1707 Market Place Boulevard, Collin County, TEXAS Suite100 06/30/2017 11:25:50 AM Irving, Texas 75063 $41 .00 DLAIRD Ph: (469) 587-5300 20170630010003230 f "d Contact: APPLICANT: s Kimley-Horn and Associates, Inc. 1 12750 Merit Drive, Suite 1000 a"® Dallas, TX 75251 Ph: (972) 776-1764 Contact: Ashley Williams, PE Email: ashleymilliams@kimley-hom.00M la FINAL PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO.288, CITY OF ANNA, COLLIN COUNTY, TEXAS MAY 2017 C-4A L- K10 Horn 5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Scale Drawn by Checked by I Date Project No. Sheet No. 1" = 60' KHA KHA 05/10/2017 063451701 1 OF 2 OWNER: Filed and Recorded Lennar Homes of Texas Land and Official Public Records Construction, Ltd. Stacey Kemp, County Clerk 1707 Market Place Boulevard, Collin County, TEXAS Suite100 06/30/2017 11:25:50 AM Irving, Texas 75063 $41 .00 DLAIRD Ph: (469) 587-5300 20170630010003230 f "d Contact: APPLICANT: s Kimley-Horn and Associates, Inc. 1 12750 Merit Drive, Suite 1000 a"® Dallas, TX 75251 Ph: (972) 776-1764 Contact: Ashley Williams, PE Email: ashleymilliams@kimley-hom.00M la LOT TABLE LOT NO. ACRES SQ. FT. BLOCK L LOT 1X 0,420 18,312 BLOCK L LOT 3 0.150 6,535 BLOCK L LOT 4 0.151 6,567 BLOCK L LOT 5 0.152 6,617 BLOCK L LOT 6 0.148 6,440 BLOCK L LOT 7 0.148 6,440 BLOCK L LOT 8 0.148 6,440 BLOCK L LOT 9 0.148 6,440 BLOCK L LOT 10 0.148 6,440 BLOCK L LOT 11 0.148 6,442 BLOCK L LOT 12 0.149 6,483 BLOCK L LOT 13 0.151 6,596 BLOCK L LOT 14 0.156 6,784 BLOCK L LOT 15 0.191 8,311 BLOCK L LOT 16 0.284 12,351 BLOCK L LOT 17 0.196 8,522 BLOCK L LOT 18 0.200 8,728 BLOCK L LOT 19 0.291 12,694 BLOCK L LOT 20 0.235 10,254 BLOCK L LOT 21 0.193 8,400 BLOCK L LOT 22 0.193 8,400 BLOCK L LOT 23 0.177 7,705 BLOCK L LOT 24 0.161 7,000 BLOCK M LOT 1 0.211 9,179 BLOCK M LOT 2 0.161 7,000 BLOCK M LOT 3 0.161 7,000 BLOCK M LOT 4 0.189 8,250 BLOCK M LOT 5 0.189 8,250 BLOCK M LOT 6 0,161 7,000 BLOCK M LOT 7 0.161 7,000 BLOCK M LOT 8 0.252 10,967 BLOCK N LOT 1 0.243 10,588 BLOCK N LOT 2 0.189 8,253 BLOCK N LOT 3 0.189 8,253 BLOCK N LOT 4 0.189 8,253 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK N LOT 5 0.189 8,253 BLOCK N LOT 6 0.168 7,339 BLOCK N LOT 7 0.169 7,376 BLOCK N LOT 8 0.169 7,379 BLOCK N LOT 9 0,169 7,381 BLOCK N LOT 10 0.170 7,384 BLOCK N LOT 11 0.219 9,522 BLOCK O LOT 1 0.190 8,289 BLOCK O LOT 2 0.163 7,081 BLOCK 0 LOT 3 0.159 6,935 BLOCK O LOT 4 0.159 6,905 BLOCK 0 LOT 5 0.159 6,905 BLOCK O LOT 6 0.159 6,905 BLOCK 0 LOT 7 0.159 6,905 BLOCK O LOT 8 0.159 6,905 BLOCK 0 LOT 9 0.159 6,905 BLOCK O LOT 10 0.159 6,905 BLOCK O LOT 11 0.158 6,882 BLOCK 0 LOT 12 0.156 6,785 BLOCK O LOT 13 0.156 6,785 BLOCK 0 LOT 14 0.156 6,785 BLOCK O LOT 15 0.214 9,317 BLOCK 0 LOT 16 0,206 8,985 BLOCK O LOT 17 0.148 6,440 BLOCK O LOT 18 0.148 6,440 BLOCK O LOT 19 0.148 6,440 BLOCK O LOT 20 0,148 6,454 BLOCK 0 LOT 21 0.150 6,545 BLOCK O LOT 22 0.150 6,545 BLOCK O LOT 23 0,150 6,545 BLOCK O LOT 24 0.150 6,545 BLOCK 0 LOT 25 0.150 6,545 BLOCK O LOT 26 0.150 6,545 BLOCK 0 LOT 27 0,150 6,545 BLOCK O LOT 28 0,150 6,545 LOT TABLE LOT NO. ACRES SQ. FT. BLOCK 0 LOT 29 0A53 6,643 BLOCK O LOT 30 0.152 6,629 BLOCK 0 LOT 31 0.186 8,123 BLOCK P LOT 1 0.195 8,505 BLOCK P LOT 2 0.155 6,744 BLOCK P LOT 3 0.153 6,644 BLOCK P LOT 4 0.154 6,688 BLOCK P LOT 5 0.154 6,688 BLOCK P LOT 6 0.154 6,688 BLOCK P LOT 7 0.154 6,688 BLOCK P LOT 8 0.154 6,688 BLOCK P LOT 9 0.154 6,687 BLOCK P LOT 10 0.154 6,687 BLOCK P LOT 11 0.154 6,723 BLOCK P LOT 12 0.148 6,440 BLOCK P LOT 13 0.148 6,440 BLOCK P LOT 14 0.148 6,440 BLOCK P LOT 15 0.156 6,790 BLOCK P LOT 16 0.207 9,028 BLOCK U LOT 1 0.145 6,316 BLOCK U LOT I 0.029 1,279 BLOCK U LOT 2 0.161 7,021 BLOCK U LOT 3 0.145 6,325 BLOCK U LOT 4 0.145 6,325 BLOCK U LOT 5 0.145 6,325 BLOCK U LOT 6 0.145 6,325 BLOCK U LOT 7 0,146 6,377 BLOCK U LOT 8 0.147 6,383 BLOCK U LOT 9 0.148 6,440 BLOCK U LOT 10 0.148 6,440 BLOCK U LOT 11 0.148 6,440 BLOCK U LOT 12 0.148 6,440 BLOCK U LOT 13 0.148 6,440 BLOCK U LOT 14 0.148 6,440 BLOCK U LOT 15 0.148 6,440 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., is the sole owner of the following described tract of land: BEING a tract of land situated in the Francis T. Duffau Survey, Abstract No. 288, City of Anna, Collin County, Texas, and being a portion of a called 56.738 acre tract of land described in a Special Warranty Deed to Lennar Homes of Texas Land and Construction, Ltd., recorded in Instrument No. 20150206000134500 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod with plastic cap stamped "KHA" set for comer on the easterly line of said 56.738 acre tract, same being the northwest comer of Lot 14, Block H and the southwest corner of Hackberry Drive, as created in West Crossing Phase 1, an addition to the City of Anna, Texas, according to the Final Plat, recorded in Volume 2006, Page 22 of the Plat Records of Collin County, Texas; THENCE South 00'48'41" West, along the easterly line of said 56.738 acre tract and the westerly line of Block H of said West Crossing Phase 1, a distance of 850.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the northeast corner of Avery Pointe Phase 1, an addition to the City of Anna, Texas, according to the Final Plat recorded in Volume 2016, Page 454 of the Plat Records of Collin County, Texas; THENCE in a westerly, northerly and easterly direction, departing the easterly line of said 56.738 acre tract, the westerly line of said Block H and along the boundary lines of said Avery Pointe Phase 1, the following: North 89011'19" West, a distance of 115.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 00048'41" East, a distance of 14.30 feet to a 5/8 inch iron rod with plastic cap stamped"KHA" set for a comer; North 88017'35" West, a distance of 122.98 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; North 78000'00" West, a distance of 280.85 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 79022'56" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 81 *03'17" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 82047'15" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 84*31'13" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 86015'11" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; North 87'59'08" West, a distance of 59.27 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 89°43'27" West, a distance of 59.67 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; South 88°32'36" West, a distance of 58.88 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; North 88°52'07" West, a distance of 130.18 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 87'40'52" West, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; North 88°46'24" West, a distance of 123.38 feet to a 518 inch iron rod with plastic cap stamped "KHA" set for the point of curvature of a non -tangent curve to the right; Along the arc of said curve to the right, through a central angle of 04°46'24", having a radius of 2,240.00 feet, a chord bearing of North 03036'48" East, a chord distance of 186.56 feet and an arc length of 186.61 feet to a 5/8 inch iron rod, with plastic cap stamped "KHA" set for the point of tangency of said curve; North 06000'00" East, a distance of 297.90 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of curvature of a tangent cure to the left; Along the arc of said cure to the left, through a central angle of 04°49'57", having a radius of 2,360.00 feet, a chord bearing of North 03035'02" East, a chord distance of 198.99 feet and an arc length of 199.05 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for the point of tangency of said cure; North 01 010'03" East, a distance of 65.57 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 88°49'57" East, a distance of 254.17 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; South 89008'49" East, a distance of 823.75 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; South 00'48'41" West, a distance of 19.95 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a corner; South 88°57'51" East, a distance of 50.00 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; North 00048'41" East, a distance of 20.01 feet to a 5/8 inch iron rod with plastic cap stamped "KHA" set for a comer; South 89°08'49" East, a distance of 115.00 feet to the POINT OF BEGINNING and containing 22.643 acres (986,347) square feet) of land, more or less. OWNER'S CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., acting herein by and through their duly authorized officers do hereby adopt this plat designating the hereinabove described property as AVERY POINTE PHASE 3, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and that they shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use. The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises, with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand , this the day o 20 t 1��� LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., a Texas limited partnership BY: Lennar Texas Holding Company, a Texas corporation, its General Partner BY; IOU Signature C V`1C 6 Q. �Sr wQrT_Q_ Name and Title10�n Fq STATE ASi_ § § COUNTY OF § BEFORE the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Lennar Texas Holding Company, a Texas corporation, General Partner of Lennar Homes of Texas Land and Construction, Ltd., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed. Givepninder my hand and seal of office this thel day of YT_, 20 1 NOTA Y PUBLIC in and for the qTATk OFTZ4Ci1L� apt MYPV6, LAURA LYNN SALGADO Notary ID # 125169119 My Commission Expires S,rE�, Exs January 18, 2021 STATE OF TEXAS § § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the comer monuments shown thereon were properly placed under my supervision. OF T Mic ael B. Marx �; • OcS� Registered Professional Land Surveyor *r• •:... Texas Registration No. 5181 •....................... MICHAEL B. MARX Kimley-Horn and Associates, Inc. ... -........................... 5750 Genesis Court, Suite 200 �, ,o 5181 ••' 90 Frisco, TX 75034 OAP q' ES5�• o ti� .•S (972) 335-3580 U R v ;�A michael.marx@kimley-horn.com STATE OF TEXAS § § COUNTY OF COLLIN § Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Michael B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this 16 day of Yv\UAA 20_a_. W FF JESSICA WALL Not Public in and for the State of Texas"RV'Je IsNotar Public, State of Texas; ,., Comm. Expires 03.22-2019f,�s�,;; Notary ID 126045141 Printed Name o W t My Commission Expires GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. All proposed lots situated in whole or part within the city's corporate limits comply with the minimum size requirements of the governing zoning district. 4. All common areas to be owned and maintained by the Homeowners Association. 5. All proposed lots shall have a 10-foot Utility Easement adjacent to street right-of-ways. 6. Retaining walls and grade beams on residential lots to be owned and maintained by the Home Owner. 7. All Sight Visibility Easements (SVE) are 25'x25'. 8. According to Community Panel No. 48085CO155J dated June 02, 2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Zone "X", which is not a special flood hazard area. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes, This flood statement shall not create liability on the part of the surveyor. 9. Screen wall to be owned and maintained by the Homeowners Association (HOA). The Private Wall Maintenance Easement (PWME) are provided for HOA maintenance of screening walls. 10. The Private Drainage Easement (PDE) shall be maintained by the Home Owner's Association (HOA). Approved this day of , 2011g, by the City Couricil of the City of A na, Te s. /N // 4--*' Mayor OF w\ r[ me.a.ee ff 'fi -yV.�`t Y S•@' Lag City Secretary p' f)OX qwl S11312 FINAL PLAT AVERY POINTE PHASE 3 BLOCK L, LOTS 1 X, 3-24; BLOCK M, LOTS 1-8; BLOCK N, LOTS 1-11; BLOCK O, LOTS 1-31; BLOCK P, LOTS 1-16; AND BLOCK U, LOTS 1 X, 1-15 103 RESIDENTIAL LOTS 2 HOA LOTS 22.643 ACRES SITUATED IN THE FRANCIS T. DUFFAU SURVEY, ABSTRACT NO. 2889 CITY OF ANNA, COLLIN COUNTY, TEXAS MAY 2017 Kio ley))) Horn 5750 Genesis Court, Suite 200 Tel. No. (972) 770-1300 Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779 Scale Drawn by Checked by Date Project No. Sheet No. N/A KHA KHA 05/10/2017 063451701 2 OF 2 i e an ecor a OWNER: Official Public Records Lennar Homes of Texas Land and Stacey Kemp, county Clerk Construction, Ltd. Collin County, TEXAS 1707 Market Place Boulevard, 06 / 30 / 2017 1 1 : 25 : 50 AM Suite 100 $41 .00 DLAIRD Irving, Texas 75063 20170630010003230 r0h.a® Ph: (469) 587-5300 Contact: APPLICANT: 11 Kimley-Horn and Associates, Inc. ®` 12750 Merit Drive, Suite 1000 -• Dallas, TX 75251 # Ph: (972) 776-1764 Contact: Ashley Williams, PE Email: ashley.williams@Kimley-hom.com g a N 0 (V 0 N 0 0 co 0 a co N 00 w Q U_ im m 0 w 0 a THE CITY OF Anna AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 9/19/2019 Staff Contact: Ashley Stathatos Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Anna Day Care located at 1229 W White St. SUMMARY: Kevin Patel, the owner of the property, has submitted a site and landscape plan for Anna Day Care located at 1229 W White St. The site contains approximately 1.185 acres of land that is zoned a SUP fora daycare use. They are proposing a new 8,425 SF Day Care. The daycare was already under construction when staff discovered the developer had not received approval for their site plan or landscape plan. Staff permitted the developer to continue working on the building but requested they only perform minimal site work for submittal, review and approval of the site plan and landscape plan. The daycare is required to have 5 stacking spaces per pick-up lane. The daycare does not have a pick-up lane so the 5 stacking spaces are not required. Instead, parents have to park and walk their children into the daycare building. However, since a large majority of parents will be arriving and departing the daycare at the same time each day, the stacking spaces would have ensured better circulation of the site. The City's landscape regulations require that evergreen shrubs are to be provided around the dumpster screening wall. The applicant did not leave enough space between their dumpster and one of the required parking spaces to allow for the shrubs. The only option was to take away a parking space or add the evergreen shrubs. Staff decided that the parking space was more valuable but would like to note that the applicant is in non compliance of the city's landscape regulations for not providing the shrubs. The applicant cut down several protected trees on city property (park land) for drainage purposes. Prior to the trees being cut down, staff communicated to the applicant that they were not to take down any protected trees until a tree mitigation plan and landscape plan had been submitted and approved by the city. Notwithstanding, the developer, still, cut down the city's trees. The developer has since worked with the City to provide new trees for the area and to supply a temporary underground irrigation system to help establish those trees. A note has been added to the landscape plan denoting this stipulation as well as a two year warranty on the new trees. At a future date, the city will replat their property to show the drainage easement. This item was tabled by a unanimous vote at the previous Planning and Zoning Commission meeting on September 9th, 2019. STAFF RECOMMENDATION: Approval of the Anna Day Care site and landscape plan. ATTACHMENTS: Description Upload Date Type Location Map 9/6/2019 Exhibit Site Plan 9/5/2019 Exhibit Landscape Plan 9/6/2019 Exhibit Building Elevations 9/6/2019 Exhibit Land Survey 9/5/2019 Exhibit I I I I I I I I WYATT EARP DAYCARE DEVELOPMENT PLANS 0 50 100 S C A L E: 1" = 50' 0 m ACACIA DR. o z J Z 0 a� m U) oco >LL W. WHITE ST. I o Y \ W 'a 5 ° w ffi Y > SITE z J Y w m N J a < = Lu z c oco O 0 x LL U) VICINITY MAP NOT TO SCALE LEGENDS EX. BOUNDARY - EX. CURB EX. WATER VAIN 12" WrR w 8" SEIyER EX. SANITARY SEWER_S-S-- EX. SEWER MANHOLE (0 SSMH EX. ELECTRIC E EX. POWER POLE EX. STORY SEWER EX. FIRE HYDRANT EX. STORY INLET EX. WATER VALVE EX. BOLLARD POST EX. LIGHT POLE EX. CLEAN -OUT EX. GAS LINE - EX. GAS METER BOUNDARY LINE PROP, CURB PROP, SAW -CUT PROP. WROUGHT IRON FENCE PROP. PIPE FENCE PROP. AREA LIGHT PROP. HANDICAP SIGN PROP. HANDICAP LOGO PROP.CONCRETE WHEEL STOP PROP.VONUMENT SIGN PIPE BOLLARD PROP. WATER METER PROP.STORM INLET PROP. SEWER CLEAN OUT PROP. SEWER MANHOLE PROP.BACK FLOW PREVENTER PROP.RETAINING WALL PPS EX. 24" RCP -6 FH ®❑■ O STMMH T yyV *BP LP O CO AGM 0 C.O. OO SSM H "-O WATER METER & SANITARY SEWER SCHEDULE ID TYPE SIZE NO. SAN. SEW. OD DOM. 2" 1 6" OIRR. 1" N/A N/A 5.225 ACRES BEING A PART OF LOT 2, BLOCK A, OF AUTOZONE ADDITION CITY OF ANNA, COLLIN COUNTY, TEXAS � III pu - =EX. 8 SIDEWAL -_ - ss MH WM PROP. STOP BAR_E--E-E--E-E- •IV' & STOP SIGN. STMMH 'N STMMH STMMH �Ld 3 PROP. BARRIER VEST WH TE STREET Tx PROP. BARRIER RELOCATED PARK + Tn QQ1 IT FREE RAMPS (FARM TO MARKET SIGN 25' B.L., - _F ROAD NO. 455) FREE RAMPS VOL. 2008, 20' L.U.E., VOL. 2008, - a (VARIABLEW/DTHRIGHT-OF-WAYJ 2-PARKING SPOTS PG. 361, PG. 361,O.P.R.C.C.T. Iw �25' B.L., 20' L.E., PROP. PROP. ELECTRICAL RESERVED FOR VOL. 2221, VOL. 2007, 26.36' TRANSFORMER STACKING EX. 31' PROP. STOP BAR EX.12"WATER 0. P. R.C. C.T. PG. 221, PG. 221, ,� � 24" RCP 14.79' RIV 0.4 ' o.P$R.C.C.T. o.P.R.C.C.T. 76' 7.09' � DRIVE - -WATER VT EX. 24" RCP _ _ W. J 64.8 V WAY ----- 1 I I R.O.W. --- - - ____-_- •-.�-= ERT. 224!''�grER- II RCP S M H �o� PROP. STOP SIGN pa -------I�i I---------_--------- R.O.W. EX. FIRE ---------------�I I- HYDRANT- - - - - F-_-I � I MH ®8 - - D - -_j_J__t_j_-L-1--1--1-1--L-1-J--1---L-1--1-- W -o I I 1 30' A. E., , II VOL. 2008, I V.W.A.E., 1 PG. 361, VOL. 200------------- - ------------ -- 4 PROP. MONUMENT SIGN. _ --- PG. 221 1 i I-------------------o.P.R.C.C.T. I 1 I -------- REFER ARCH. PLAN FOR DETAILS 20' U. E., --------- --T- O.P.R.C.C. I 1 1 VOL. 2008, �' , \--------�- I r-�--mTrr--�--r--�- LOT 1 BLOCK A, r hh I I I PG. 361, ly I O.P.R.C.C.T. AUTOZONE ADDITION, I I I I W = VOL. 2007, P(; 221 001 C61 1 t O.P.R.0 PROP. 6' HIGN J 06 10 i I LOT 4, BLOCK A, 1 I j li ° - IRON FENCE o0 WROUGHT II ANNA MARKET CENTER, I I I BUILDING o IUj , VOL. 2008, PG. 361, 1 I = I 1 10' U.E. - O.P.R.C.C.T. I II VOL. 2007, PG. 221, w 26' 1 I I I I i V. A.E., �i - O.P.R.C.C.T. cn 26' VOL. 2007, , PG. 221, I PROP. STOP SIGN X� A. U, E�C.8' ;SEWER ,0_P.aR. C. C. T.I .-L� � •�..�. - - - - VOL. 2008, _ f `-=s= VOL. 2008, I I � I PG. 361, ■�� � \' PG. 361, I O.P.R.C.C.T. ■ \ 10' B.S & L.S. r- -i I . I \ O.P.R.C.C.T. 15' W.E. I I I i I s I I ----- 10' U. E., 1- - - - - - - - ------ END PROP. 6' HIGH VOL. 2008, < ■ I PG. 361, CHAINLINK FENCE PROP. GAS METER - r ----- _r _��_ �>r , r O.P.R.C.C.T. I I BP- _ _ I I �� HM M\ P 1 I I .\I EX. 78" RCP r D.E., VOL. 2008, /y,1----------PG. 361, O.P.R.C.C.T. I II I i i I iPROP. GREASE TRAP I PROP. FIRE HYDRANT I J I I I `\: ,P FDC I I I RCp ` I M}tom / 1 y I I i 1 1 PROP. GATE IN FRONT I I s 1 I OF FIRE RISER ROOM )' D. \ ? MH, 1GM I 1 1 I I ■ 2008, I I I I I 5' SIDEWALK 1 3. 361, I I ;.C.C.T.�' � j• �' I I RELOCATED I 1 I I Il't I I I METAL I END VARIABLE HEIGHT I I■ 24' F.A.U.E., I I BUILDING CURB RETAINING I I j VOL. 2008. LOT 5, BLOCK A, PG. 361, ANNA MARKET CENTER, I � �I I WALL. REFER PAVING I 1 I O.P.R.C.C.T I DETAILS II ' VOL. 2008, PG. 361, I I i LOT 2R�1, BLOCK A I I I I j O.P.R.C.C.T. I of I I AUTOZOKIE ADDITION I I I I I 1 2.33 ACRES I I I 1 (101, 15 F.) I I I 1 I W.E., BEGIN PROP. U HIGH I I I I PROP. 6' HIGH 26 I I I A. U. VOL. 2008, CHAINLINK FENCE I' I I I 1 I CHAINLINK PG. 361, I 1 I j FENCE I O.P.R.C.C.T. I A. E., 15' D.E. I I VOL. 2008, VOL. 2008, BEGIN VARIABLE HEIGHT CURB RETAINING I I' \ PG. 361, FPG. 361, 1 I WALL. REFER PAVING DETAILS II I I I 0.P.R.C.C.T. O.P.R.C.C.T.1 \ / I I ■ \\ - - 1 �■ J �� PROP. 4' CONCRETE I I I ------1-I■ I PILOT CHANNEL i ) - - - - - - - - - - - - - - - - - L LOT 1, BLOCK A, I ■ - - - - - ANNA MARKET CENTER, ' / ■ C\J VOL. 2008, PG. 361, II I I r ■ D.E., \\ O.P.R.C.C.T. I I I J II r VOL. 2008,_�� \ \. 20' U. E., PG. 361, `�� ``VOL. 2008, \\ \I/ I P.D.D.E. ■ O.P.R.C.C.T. `� \ `eG. 361,- `•� Q.P.PC.C.T. - \ - - - - - - - - - - - - - - - - - - - - - - .. D.U.E., . \ ,.\ J I VOL. 2008, `\\�/ 1 ■ PG. 361, y I I O.P.R.C.C.T. ; LOT 1, BLOCK A, ANNA MARKET CENTER, VOL. 2008, PG. 361, 0.P.R.C.C.T. EX. FIRE HYDRANT LOT 9, BLOCK A, / ANNA MARKET CENTER, r VOL. 2008, PG. 361, / 0.P.R.C.C.T. i r r •i, .�, ��;�:. ��:;� ._� e. e'er .�►.� i LOT 2R-2, BLOCK A j AUTOZONE ADDITION / 1.185 ACRES / (51,602 S.F.) DEDICATION TO CITY L5r. f,M ANNA COMMUNITY DEVELOPMENT CORPORATION, INST. NO. 2009033000036590, O.P.R.C.C.T. NOTE: A TXDOT PERMIT WILL BE REQUIRED FOR THE CONNECTION TO FM 455 AND THE DRAINAGE IMPROVEMENTS. PERMITS ARE SUBMITTED THROUGH CITY. ■ r� MH " EX. 24" RCP STM e-e-e-a-_e-e- R.0.W7 rr ,- ------ E- i: . CONNECT TO EX. R.O.W.- DRIVEWAY I I \ PROPOSED ■ ■ DAYCARE 8,425 S.F. GATE W/ 5, ONE STORY ■ ; PANIC 166 STUDENTS I HARDWARE GM LOT 2R-4,BLOCK A 0 AUTOZONE ADDITION ■ SIDEWALK p 1 1.185 ACRES (51,602 S.F.) I CITY OF ANNA, f C.O. FROM TO CITY ; INST. NO. RR 16.1' I ' 200607140000982730, ------ 0.P.R.C.C.T. �.4 EXISTING • / DRIVE PROP. STREET HEADER FOR FUTURE PAVEMENT END CURB 24' F.A. U. E. BY SEPARATE INSTRUMENT PROP. 2-5'X5' BOX CULVERT, CULVERT HEADWALL & ROCK RIP -RAP BEGIN VARIABLE HEIGHT BLOCK RETAINING WALL. REFER PAVING DETAIL II 15A 2 Ld -- d� FENCED AZEB PLAYGROUND . ■ ) 15' x 15' SHADE CANOPY END VARIABLE HEIGHT BLOCK RETAINING I I WALL. REFER PAVING DETAILS II 1sx20' S. I SHADE 1 5' I CANOPY PROP. 6' HIGH ♦' N ■N m WROUGHT IRON FENCE 15 P.D.E. �' x ~ 9' oN� 24' 18' I �0 ■ . ■ N m I v I C all I 00 I I PROP. HOSE BIBB W/BACK FLOW o • m PREVENTER FOR DUMPSTER DRAIN 00 8' EXISTING ~ 81 i T_ CREEK PROP. 15' DEEP & THIGH MASONRY 9'E L ' TRASH ENCLOSURE W/METAL GATES. 15' REFER ARCH. PLAN FOR DETAILS _ -----2, off ---- - --- P.D.E. ■ w ca _ � -- w PROP. DOUBLE SITE LIGHT POLE END CURB _ - (TYP.). REFER MEP PLAN FOR DETAILS LOT 2R-3, BLOCK A, AUTOZONE ADDITION, I \ 0.518 ACRES ' \ \ / (22,578 S.F.) I 1 1 PROP. 3:1 SET I HEADWALL F---- I I I ■ I r END CURB ■ 0 � I i \\ I PROP. TYPE III DEAD END BARRICADE pp \� \ 10' - B.S & L.S. I ■ J ■ e �e \ -� EXISTING CREEK )P. STREET HEADER E=8 SIDEWALK FUTURE PAVEMENT 10' WIDE ACCESS _PROP. RAMP TO THE DETENTION \ CITY OF ANNA, 1 INST. NO. 200607140000982730, O.P.R.C.C.T. \ LEGEND PUBLIC UTILITY EASEMENT P.U.E. SANITARY SEWER EASEMNET S. E. PRIVATE DETENTION & DRAINAGE EASEMENT P.D.D.E. PRIVATE DRAINAGE EASEMENT P.D.E. WATERLINE EASEMENT W.E. CLEAN OUT C.O. GAS METER GM ELECTRICAL TRANSFORMER ET FIRE HYDRANT FH SANITARY SEWER MANHOLE SSMH STORM SEWER MANHOLE STMMH WATER VAULT EASEMENT W.V.E. ACCESS EASEMENT A.E. VARIABLE WIDTH ACCESS EASEMENT V.W.A.E. FIRE, ACCESS, & UTILITY EASEMENT F.A.U.E. UTILITY EASEMENT U.E. BUILDING LINE B.L. LANDSCAPE SETBACK L.S. FIRE DEPARTMENT CONNECTION F.D.C. FINISHED FLOOR ELEVATION F.F.E. F.A.U.E. HATCH ACCESS, & UTILITY EASEMENT A.U.E. A.U.E. HATCH 0 OVERHANG O.H. LINE TABLE LINE NO. DIRECTION LENGTH L1 S87'05'00"E 144.69' L2 SO'07'00"E 534.66' L3 N87'20'00"W 142.93' L4 N2'40'00"E 211.72' L5 N87'20'00"W 265.62' L6 S2'21'13"W 574.47' L7 S87'05'01 "E 240.28' L8 N2'54'59"E 172.97' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF ANNA. 2. A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTMENT. 3. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 5. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO. 6. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 8. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, NEEDS TO BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FORM FROM THE DESIGN ENGINEER. 9. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE CITY PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. THESE RED LINES SHOULD ALSO BE SUBMITTED TO THE DEVELOPER'S ENGINEER SO THAT RECORD DRAWING CAN BE UPDATED & COMPLETED. SITE DATA SUMMARY CHART SITE DATA DAYCARE LOT 2R-4 LAND USE DESIGNATION PD-364-2008 (SUP 757-2017) PROPOSED ZONING PD-364-2008 (SUP 757-2017) PROPOSED USE DAYCARE NET ACERAGE 1.185 ACRES ( 51,602 S.F.) PROPOSED BUILDING AREAS 8,425 S.F. PROPOSED BUILDING HEIGHT 26'-0" PERCENTAGE OF SITE COVERAGE 16.32 % PARKING REQUIREMENTS 1 / 5 KIDS REQUIRED PARKING 33 (166 KIDS) PROVIDED PARKING 33 (INCLUDING 2 HANDICAP) IMPERVIOUS COVERAGE 37,980 S.F. (73.60 %) OPEN SPACE/LANDSCAPE AREA 13,622 S.F. (26.40 %) OWNER/DEVELOPER ENGINEER AKMR ANNA STORAGE LLC TRIANGLE ENGINEERING LLC 1333 WEST MCDERMOTT DRIVE, SUITE 200 1333 MCDERMOTT DRIVE, SUITE 200 ALLEN, TEXAS 75013 ALLEN, TEXAS 75013 CONTACT: KEVIN PATEL CONTACT: KARTAVYA PATEL TEL: 214-609-9271 TEL: 214-609-9271 FAX: 214-998-7937 FAX: 214-998-7937 EMAIL: KPATEL@TRIANGLE-ENGR.COM EMAIL: KPATEL@TRIANGLE-ENGR.COM ARCHITECT SURVEYOR NCA PARTNERS -ARCHITECTURE 5646 A&W SURVEYORS, INC. MILTON STREET, SUITE 610 P.O. BOX 870029 DALLAS, TEXAS 75206 2220 GUS THOMASSON ROAD MESQUITE, TEXAS 75150 CONTACT: KYLE A. BRUNS CONTACT: JOHN S. TURNER TEL: (214) 361-9901 TEL: (972) 681-4975 LINE TABLE LINE NO. DIRECTION LENGTH L9 S87'05'01 "E 29.03' L 10 S2'45' 18"W 199.18' L11 S87'33'47"E 134.76' L12 S2'45'17W 162.39' L13 N87'48'51"W 266.68' NO, I DATE DESCRIPTION BY 1 07/30/19 SITE PLAN SUBMITTAL KP P. ........................... KARTAVYA S. PATEL .:.....9 7534 .....:'� 07/30/2019 SITE PLAN DAYCARE 1229 WEST WHITE STREET CITY OF ANNA COLLIN COUNTY. TEXAS TRIANGLE ENGINEERING LLC T: 214.609.9271 1 F: 469.359.6709 1 E: kpatel@triangle-engr.com W: triangle-engr.com 10: 1784 W McDermott Drive, Suite 110, Allen, TX 75013 Planning I Civil Engineering I Construction Management DESIGN DRAWN DATE SCALE PROJECT NO. SHEET LABEL KP DS 07/27/17 SEEBSCALE 039 -17 3 TX PE FIRM #11525 i T. -- cn Q 30' A.E., VOL, 2008, PG, 361, R.C.C.T. Cn II I l LOT 4, BLOCK A, ANNA MARKET CENTER, VOL. 2008, PG. 361, O.P.R.C.C.T. 008, < I 61, C.C.T. r I 10' U.E., I � � � VOL. 2008, -\<j PG. 361, O.P.R.C.C.T. I -��/ — - - TM IH VOL.�08, D.E., PG. 361, O.P.R.C. T. - — --� I QI % 0 Cr I GM I LOT 5, BLOCKA, co ANNA MARKET/CENTER,v 06 VOL. 2008,/PG. 361, U) O.P.R/.C.C.T. 0° I o I I A. E. , 15' D.E., VOL, 2008,-VO\2008, PG. 361, / PG. 361, O.P.R.C.C.T' O.P.R.CyC-1 QI C I vw.AE, VOLzooi, oFp\cCT - LO B AUT VO . Cn \ / \ — LOT 1, BLOCK A, ANNA MARKET CENTER, VOL. 2008, PG. 361, C O.P.R.C.C.T. Q c� �11� 20' U.E., Y ��v0 L. 2008, A �� vPG. 361 ---- 70`9------------ \T. i MEN N 02 REMOVE (3) 8" CALIPER \ \ / 04/ HACKBERRY TREES 15 \ � —4 k � 03 � 16 ' REMOVE (1) 6" CALIPER �F \ 05/ 1 ✓ I l I OAK TREE REMOVE (1) 18" CALIPER I • / 0� <-0 — HACKBERRY TREE 12 13 14 17 18 \ \v� PROPOSED DRAINAGE �h 09 I EASEMENT REMOVE (3) 8" CALIPER LOT 2R-2, BLOCK A / 0 / HACKBERRY TREES AUTOZONE ADDITION REMOVE (1) 14" CALIPER 1. 185 ACRES I ELM TREES /, 11 REMOVE (1) 24" CALIPER (51,602 S.F. ) ---- ____ / HACKBERRY TREES DEDICATION TO C I TN \ / / x 0.518 ACRES (22,578 S.F.) I I I II I I I 10' B.S & L.S. i 01 REMOVE (1) 36" CALIPER PECAN TREE 71 --C ^r, -- 23 20 TREE I ' TREE ARE OFF- SITE / A AND ARE TO REMAIN � I CITY O F ANNA, , J INST. NO. 06 TREE ARE OFF- SITE C 200607140000982730, AND ARE TO REMAIN m O.P.R.C.C.T. 24 25I m EX. B' SIDEWALK V V fn15Lr'T —w w= E PP — I CITY OF ANNA, INST. NO. /2006071400009� 730 , O.P.R.C.C.T. EXISTING TREE NOTES 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wounds. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48') inches. 10. Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11. Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4) feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on -site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. TREE SURVEY FIELD DATA 0 m ACACIA DR. o J Z Z Q 0O m O 0 U) O Otn U >� W. WHITE ST. m waw 3 YSITE 0Hm N_W %I. TG O VICINITY MAP NOT TO SCALE NO. DIA. INCHES SPECIES (COMMON NAME) REMARKS 1 36 PECAN TO BE REMOVED- LOCATED ON DRAINAGE EASEMENT 2 8 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 3 8 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 4 8 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 5 6 OAK TO BE REMOVED- OFF SITE 6 18 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 7 8 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 8 8 HACKBERRY TO BE REMOVED- OFF SITE 9 8 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 10 14 ELM TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 11 24 HACKBERRY TO BE REMOVED- OFF SITE, LOCATED ON DRAINAGE EASEMENT 12 9 HACKBERRY TO REMAIN- OFF SITE 13 12 HACKBERRY TO REMAIN- OFF SITE 14 12 HACKBERRY TO REMAIN- OFF SITE 15 9 HACKBERRY TO REMAIN- OFF SITE 16 24 HACKBERRY TO REMAIN- OFF SITE 17 14 HACKBERRY TO REMAIN- OFF SITE 18 8 HACKBERRY TO REMAIN- OFF SITE 19 20 HACKBERRY TO REMAIN- OFF SITE 20 30 HACKBERRY TO REMAIN- OFF SITE 21 12 HACKBERRY TO REMAIN- OFF SITE 22 12 HACKBERRY TO REMAIN- OFF SITE 23 30 HACKBERRY TO REMAIN- OFF SITE 24 32 BOIS D'ARC TO REMAIN- OFF SITE 25 26 BOIS D'ARC TO REMAIN- OFF SITE EXISTING TREE LEGEND EXISTING TREE TO REMAIN \ 1 EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01 /L 1.00 (23) 3" CALIPER TREES ARE PROPOSED FOR TREE MITIGATION. TREES PROPOSED FOR MITIGATION. (5) CHINESE PISTACHE- 3" CALIPER (10) LACEBARK ELM- 3" CALIPER (8) SHUMARD RED OAK- 3" CALIPER TREES ARE TO BE PLANTED ON PARK PROPERTY REFER TO SHEET L.2 AND L.3 FOR TREE LOCATIONS AND NOTES. DAYCARE DEVELOPMENT PLANS_ 5.225 ACRES BEING A PART OF LOT 2, BLOCK A, OF AUTOZONE ADDITION CITY OF ANNA, COLLIN COUNTY, TEXAS 01 TREE REMOVAL PLAN ® SCALE 1 "=30'-0" 0 15 30 60 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM L I� I� W V 0 � 09.04.2019 I.LI LLI O LU H V Z = J J O Cl) V w Q Z CV Z CN Q t LL. O V F ISSUE: FOR APPROVAL 07.30.2019 CITY COMMENTS 09.04.2019 IDATE: 09.04.2019 ISHEET NAME: TREE REMOVAL PLAN I SHEET NUMBER: ILA w 3 N r DOB, 20' _.'J 2 � VO'�-. 7 x W 361 , PC. -7 O P R C C. . C.T. EX. 24" RCP 3 w w w w� EX.12' WATER WVTw, E r E E ITE E „ „ cu- --L T — — — — Q 30' A.E., \\ 2008, PG, 361, O.P.R.C.C.T. co r 1 LOT 4, BLOCK A, ANNA MARKET CENTER, VOL. 2008, PG. 361, O.P.R.C.C.T. 10' U.E., VOL. 2008,, PG. 361, O.P.R.C.CT. � CnI /D.E., VOL. 2008, I / PG. 361, O.P.R.C.C.T. I �I Q I I II IGM,j I LOT 5, BLOCK Al I I� ANNA MARKET CENTER, VOL. 2008, PG. 361, I o O.P.R.C.C.T. m I I� I' I .• I I A, 15' D.E., VOL, 2008, VOL. 2008, PG. 361, rPG. 361, 0,P,R,C'C.T. O.P.R.C.C.T.I QI Cn C� \ LOT 1, BLOCK A, ANNA MARKET CENTER, td VOL. 2008, PG. 361, I cn O.P.R.C.C.T. ` Q \ ` Y 20' U.E., � \�1OL. 2008, vP G. 361, / \ O•P)D,C.C.T. 10/ A Y, y ✓b / WEST WHITE STREET _ (FARM TO MARKET ROAD NO. 455) 2,-)' \ 2 0 L , E . , (VARIABLE WIDTH RIGHT-OF-WAY) VO\ 2007, VOL. 2007, SOLID SOD BERMUDA PG, 221,1 [ P G. 2 21 , /— GRASS TYPICAL FOR A 5 \ I /'11 \ A 1 TI IDC ADCAC / C 1 LJ L J LJ L 1_ V.W.A.E,, VOL. 2007, PG, 221, O.P.R.C.C.T_ _ -I T -TTTFTT- LOT 1 BLOCK A, AUTOZONE ADDITION, VOL. 2007, PG. 221, O.P.R.C.C.T. -BALL PROPOSED TREES TO BE LOCATED IN THE PARK LAND TO BE IRRIGATED WITH TEMPORARY IRRIGATION HYDROMULCH BERMUDA r,PAC.Q TVPI('.AI Fr)P Al I EXISTING TREES TO REMAIN 0.518 ACRES (22,578 S.F.) 10' B.S & L.S. ...�✓A K IAI A I In I w w w w E x E— m \ m m 1 m 3 \LO m CITY OF ANNA, INST. NO. m 2006071400009� 0 O.P.R.C.C.T. m 13 RO I*I rn m m 3 LO m 1 RO \ m _ Of J rn EX. B' SIDEWALK 01 LANDSCAPE PLAN SCALE 1 "=30'-O" 0 15 30 60 GENERAL LAWN NOTES 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER. 4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5. ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6. ALL ROCKS 314" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7. CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON ALL AREAS TO RECEIVE LAWN. SOLID SOD NOTES 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER. 4. CONTRACTOR TO COORDINATE WITH ON -SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER -SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. LANDSCAPE TABULATIONS STREET FRONTAGE Requirements: (1) tree per 40 I.f. of street frontage. 15% of front yard to be landscape area (street yard- 1,513 s.f.) West White Street (144 I.f.) Required Provided (4) trees (4) trees 227 s.f.- (15%) 1,225 s.f. (80%) Requirements: 10% of site area to be landscape area (51,602 s.f. site area) Required Provided 5,160 s.f. (10%) 14,026 s.f. (27%) PARKING LOT (33 spaces) Requirements: (1) tree, 3" cal., or an approved ornamental tree, 0 m AC CIA DR. j J J z Z � Q� o� m Q � U Q 0 >>LL W. WHITE ST. m � o Q ® o Y } } 0 W w o cc Y > SITE W J 3 a w m a w N =LLI —I J Z 0 0 c� TE Uj LLLL VICINITY MAP NOT TO SCALE LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 6. ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 7. ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLANT LEGEND n CEDAR ELM + CHINESE PISTACHE p LACEBARK ELM • LIVE OAK • SHUMARD RED OAK ® WAX MYRTLE DWARF BURFORD HOLLY 00002) DWARF YAUPON HOLLY SEASONAL COLOR per 10 parking spaces and 8 s.f. of landscape area per each parking space. A parking lot screen is required to screen parking from the PURPLE WINTERCREEPER street R.O.W. All parking spaces to be within 65' of a trunk of a tree Required Provided (3) trees (3) trees \ 256 s.f. 680 s.f. landscape screen provided at BERMUDA GRASS SOD L street R.O.W. —1 PARK PROPERTY ADJACENCY Requirement (1) tree, 3" cal. per 40 I.f. of property line East Property Line (372 I.f.) Required Provided (10) trees (10) trees South Property Line (153 I.f.) Required Provided (4) trees (4) trees PLANT MATERIAL SCHEDULE BERMUDA GRASS HYDROMULCH AN UNDERGROUND IRRIGATION SYSTEM WITH TREE BUBBLERS ON EACH TREE IS REQUIRED FOR THE MITIGATION TREES PLANTED ON CITY PROPERTY. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY REQUIRED MITIGATION TREES PLANTED ON THE CITY PROPERTY FOR A PERIOD OF TWO YEARS TREES TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS CE 3 Cedar Elm Ulmus crassifolia 3" cal. B&B, 13' ht., 5' spread min., 5' clear trunk CP 5 Chinese Pistache Pisracia chinensis 3" cal. B&B, 13' ht., 5' spread min., 5' clear trunk LE 10 Lacebark Elm Ulmus parvifolia 3" cal. B&B, 13' ht., 5' spread min., 5' clear trunk LO 15 Live Oak Quercus virginiana 3" cal. container, 13' ht., 5' spread, 5' clear straight trunk RO 12 Shumard Red Oak Quercus shumardii 3" cal. container, 13' ht., 5' spread, 5' clear straight trunk SHRUBS TYPE QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS DYH 22 Dwarf Yaupon Holly Ilex vomitoria 'nana' 3 gal. container, 18" ht., 18" spread DBH 28 Dwarf Burford Holly Ilex cornuta "Burfordii nana' 5 gal. container, 24" ht., 20" spread WM 12 Wax Myrtle Myrica cerifera 7 gal. container, 36" ht., 30" spread, full to base GROUNDCOVERS TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS SC 75 Seasonal Color 4" pots selection by owner, 12" o.c. WC 100 Purple Wintercreeper Euonymus fortunei'Coloratus' 4" pots container, 3- 12" runners min., 12" o.c. '419' Bermudagrass Cynodon dactylon '419' Solid Sod refer to notes NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. DAYCARE DEVELOPMENT PLANS_ 5.225 ACRES BEING A PART OF LOT 2, BLOCK A, OF AUTOZONE ADDITION CITY OF ANNA, COLLIN COUNTY, TEXAS LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM L I= I= W V 0 � 09.05.2019 cn W Z 0 LU V Z = J J O Cj) V w Q Z CV Z CN Q f LL. O V ISSUE: FOR APPROVAL 07.30.2019 CITY COMMENTS 08.23.2019 CITY COMMENTS 09.05.2019 DATE: 09.05.2019 ISHEET NAME: LANDSCAPE PLAN SHEET NUMBER: I L.2 I U IVI I I I I I \\\ LOT 5, BLOCK'A, I cn I ANNA MARKET,CENTER,06 LOT 2R�1, B OCK A 2008 /PG. 361, cn I I I VOL. CCTm I AUTOZONE DDITION I O.P ... 0 2.33 ACRES j I I I (101, 15 �.F.) I I I � I I I I I� I A.E., 15' D.E., I VOL, 2008, 2008, I I PG. 361, PG. 361, O.P.E.C.C.T. O.P.R-E. J.I QI ` I I LOT 1, BLOCK A, ANNA MARKET CENTER, VOL. 2008, PG. 361, I � Q O.P.R.C.C.T. 209 U.E., �\008, VOL. 2 vP G. 361 .. C-�-T - nor------- \. yl, ' I 1 / x 0 BALL PROPOSED TREES TO BE LOCATED IN THE + PARK LAND TO BE IRRIGATED WITH TEMPORARY IRRIGATION / ItXI RCYPO ED DRAINAGE It i If It 0 It It / It It ItXI + ------- �It It It 0 / / LOT 93 BLOCS Al AN-N MARKET CENTER, VOL. 2008, PG. 361, O.P.R.C.C.T. EXISTING TREE TO REMAIN 10' B.S & L.S. EXISTING TREES TO REMAIN EXISTING TREE TO REMAIN ANNA COMMUNITY DEVELOPMENT CORPORATION, INST. NO. 2009033000036590, O.P.R.C.C.T. EXISTING TREES TO REMAIN i 4 1 CE LO 09 HYDROM BERMUDA GRASS TYPICAL FOR ALL TURF AREAS I ('1T 9R-3 RI OCK A_ I 'I m E3 LO m RO I m m _ m AUTOZONE ADDITION, 0.518 ACRES (22,578 S.F.) Irn I I �I I pp — 10'B.S & L.S.— — EX. 8' SIDEWALK \ CITY OF ANNA, INST. NO. 200607140000982730, O.P.R.C.C.T. 0 m ACACIA DR. Z Q 0 0 of (n 0 w Q 0_ U U� >-� w W. WHITE ST. m � o ® 0 o L w a } Lu LL w o 3 lie SITE c� J } A: K J 0]Lu N _ J Z ¢ 0 TG a w LL C6 VICINITY MAP NOT TO SCALE PLANT LEGEND SYMBOL TREE TYPE CE CEDAR ELM CP CHINESE PISTACHE LE LACEBARK ELM LO LIVE OAK RO RED OAK DAYCARE DEVELOPMENT PLANS_ 5.225 ACRES BEING A PART OF LOT 2, BLOCK A, OF AUTOZONE ADDITION CITY OF ANNA, COLLIN COUNTY, TEXAS 01 LANDSCAPE PLAN ® SCALE 1 "=30'-0" 0 15 30 60 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM L � 09.04.2019 N W H Lu LL11 z O Lu_ v z_ = J J O Cj) V w Q � z CV Z CN Q O V F ISSUE: FOR APPROVAL 07.30.2019 CITY COMMENTS 08.23.2019 CITY COMMENTS 09.04.2019 DATE: 09.04.2019 SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: L.3 SECTION 02900 - LANDSCAPE PART 1 - GENERAL 1.1 REFERENCED DOCUMENTS Refer to bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs, and grass) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and Maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: 27 October 1980, Edition; by American National Standards Institute, Inc. (Z60.1) - plant material. B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards. D. Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. The Contractor shall, within ten (10) days following acceptance of bid, notify the Architect/Owner of the sources of plant materials and bed preparation required for the project. B. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, and crushed stone. Samples shall be approved by Architect before use on project. C. Product Data: Submit complete product data and specifications on all other specified materials. D. Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect's approval. When approved, tag, install, and maintain as representative samples for final installed plant materials. E. File Certificates of Inspection of plant material by state, county, and federal authorities with Architect, if required. F. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per manufacturers recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C. Grass Areas: 1. Areas to be Solid Sod Bermudagrass: Blocks of sod should be laid joint to joint, (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 2. Areas to be Hydromulch Common Bermudagrass: Hydromulch with bermudagrass seed at a rate of two (2) pounds per one thousand (1,000) square feet. Use a 4' x 8' batter board against the bed areas. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and area ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and sun. Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Landscape Architect for inspection and approval of all positioning of plant materials. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that, when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the finish grade of sidewalks, drives, and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. General Contractor shall provide topsoil as described in Section 02200 - Earthwork. C. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor will be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show a healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on -site inspection by Owner and Landscape Contractor will be completed prior to written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and groundcover shall be guaranteed for twelve (12) months. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry has been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and reinspected for full compliance with Contract requirements. All replacements are to be included under "Work" of this section. F. Shrub and tree pits shall be no less than two (2') feet, twenty-four (24") inches, wider than the lateral dimension of earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over one (1") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect. I. Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 113 of the ball, as well as all nylon, plastic string and wire mesh. Container trees will usually be pot bound, if so follow standard nursery practice of 'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N. Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a completed, undamaged condition, and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivar/variety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and during installation for size and condition of root balls, limbs, branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK O � TREE PLANTING DETAIL NOT TO SCALE A. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 72 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2-PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched, and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae and are to be of specimen quality. D. Approval: All plant materials shall be subject to the approval of the Owner. All plants which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition, will be rejected by the Landscape Architect, either before or after planting, and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. E. Trees shall be healthy, full -branched, well -shaped and shall meet the trunk diameter and height requirements of the plant schedule. Balls shall be firm, neat, slightly tapered, and well wrapped in burlap. Any tree loose in the ball or with broken ball at time of planting will be rejected. Balls shall be ten (10") inched in diameter for each one (1 ") inch of trunk diameter, Measured six (6") inched above ball. Nomenclature conforms to the customary nursery usage: for clarification, the term "multi -trunk" defines a plant having three (3) or more trunks of nearly equal diameter. F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect, shall be executed by the Landscape Contractor at no additional cost to the Owner. NOT CUT CENTRAL LEADER FERENCE PLAN FOR TREE TYPE BBER HOSE ;TRANDS NO. 12 GAUGE ,LVANIZED WIRE, TWISTED -AYER MULCH, REF. SPECIFICATIONS 11GH WATERING RING METAL T-POST PAINTED EEN TRIANGULAR SPACING IISH GRADE SCARIFY SIDES OTBALL, DO NOT DISTURB. TOP ROOTBALL TO BE SET 1" ABOVE ISTING GRADE. REMOVE TOP 1/3 BURLAP. TIVE SOIL, REF. SPECIFICATIONS USHED ROCK ITE: LOCATE STAKES OUTSIDE TREE WELL. POSITION STAKES SECURE TREE AGAINST SEASONAL PREVAILING WINDS. A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PPv)R Tr) PLANTING GROUNDCOVER/AI` PREPARE GROUNDCO' BED BY TILLING ENTIRE AREA. PROVIDE SOIL AS DEFINED IN THE LANDSC SPECIFICATIi 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay - between 7-27 percent Silt - between 15-25 percent Sand - less than 52 percent 3. Organic matter shall be 3%-10% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. A. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulphur and 4% iron, plus micronutrients. B. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: Shall be Ryerson "Estate Curbing", 1 /8" x 4" with stakes 4' on center. B. Staking Material for Shade Trees: 1. Post: Studded T-Post, #1 Armco with anchor plate, 6'-0" length; paint green. 2. Wire: 12 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum % inch inside diameter. Color: Black. C. Gravel: Washed native pea gravel, graded 1 in. to 1-1/2 in. D. Filter Fabric: Mirafi 140N by Celanese Fibers Marketing Company, available at Loftland Co., (214) 631-5250 or approved equal. PLANT ROW SPACING'D' ROW SPACING'A' PLANTS/10SF 8" O.C. 6.9" 26 12" O.C. 10.4" 12 151, O.C. 13.0„ 7 �2 GROUNDCOVER PLANTING DETAIL NOT TO SCALE ALONG SIDEWALKS O^ STEEL EDGING DETAIL �+ NOT TO SCALE SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 1/2" MAXIMUM LAWN 77 3 TO BE INSTALLED SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE '/' �/� \ i. • / �� / SIDEWALK c1 n A WW3SIDEWALK / MULCH DETAIL no steel along sidewalks NOT TO SCALE n REF. PLAN FOR SHRUB TYPE G nn o a C, Z G�� 4 s u� P�Q�' 2" LAYER OF SPECIFIED BARK MULCH w Z'C yJ v v� FINISH GRADE ROOTBALL, DO NOT DISTURB i PREPARED SOIL MIX PER SPECS. SPACING PER 6" PLANT LIST 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" NATIVE SOIL NOTE: POCKET PLANTING NOT ALLOWED �5 SHRUB PLANTING DETAIL NOT TO SCALE LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM � 09.04.2019 LLI LU LU Z L U u) LLJ '0 V Q � Z 0 Q N C-) Q LLI Z NCN Q t LL 0 CU ISSUE: FOR APPROVAL 07.30.2019 CITY COMMENTS 09.04.2019 DATE: 09.04.2019 SHEET NAME: LANDSCAPE SPECIFICATIONS SHEET NUMBER: LA FINISH SCHEDULE SYMBOL DESCRIPTION LOCATION BRICK - KING BR1 ROYAL OAK VELOUR (GRAY MORTAR) BRICK WAINSCOT MANUF: ACME BR2 BRICK - KING CRIMSON VELOUR TEXTURE (GRAY FIELD BRICK MORTAR) MANUF: ACME ALT: LONESTAR CLAY MANUFACTURED STONE COBBLEFIELD - TEXAS CREAM ST1 (TAN MORTAR) STONE MANUF: CULTURED STONE BY BORAL SC1 STUCCO SYSTEM FINISH: SANDPEBBLE FINE ENTRY TOWER COLOR: SW6157 FAVORITE TAN MANUF: X 3 TAB COMPOSITION SHINGLE ROOFING RF1 COLOR: WEATHERED GRAY ROOF MANUF: GAF PREFINISHED METAL MT1 COLOR:SANDSTONE DOWNSPOUTS AND GUTTERS MANUF: PAC -CLAD PAINT PT3 COLOR: SW6069 FRENCH ROAST EXTERIOR HOLLOW MTL. DOORS MANUF: SHERWIN WILLIAMS STOREFRONT-COLOR:DK. BRONZE ANOD. ALUMINUM EXTERIOR SF1 MANUF: KAWNEER/TUBELITE/YKK OR STOREFRONT SIM 05 DETAIL NORTH ELEVATION SCALE: 1/8" = 1'-0" SOUTH ELEVATION SCALE: 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" 03 WEST ELEVATION SCALE: 1/8" = 1'-0" EAST ELEVATION SCALE: 1/8" = 1'-0" VJ Lu (j� W U n� Lu a= V0 z < 5646 MILTON ST. SUITE 610 DALLAS, TX 75206 214.361.9901 214.361 .9906 FAX ncapartners.com © 2019 NCA PARTNERS, INC. ALL RIGHTS RESERVED. THESE PLANS HEREIN ARE THE PROPERTY OF NCA PARTNERS, INC. AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. 0� ui z Lu U Lu U Z x z LLo )a Z Z Q Ili DATE DESCRIPTION 09-01-2017 PERMIT/BID 09-06-2019 SITE PLAN AN 4/ i co 9301 �+Q" OF 09 06 2019 NCA JOB #: 17007 EXTERIOR ELEVATIONS A3.01 ALTA / NSPS LAND TITLE SURVEY PLAT SITE BENCHMARK W PLACE OF "X" CUT ON TOP OF WHITE S T COMMENCING CONCRETE PAVING REET ELEVATION =708.49" 1F,6RM TO MARKET ROAD NO. 455) A ,(VARIABLE WIDTH RIGHT - A ••. er . OF AWAY) OHU OHU- A•d ..• , . } 2"IRF OHU_OHU OHU�pHU� •' : '• 'a'' •.: d•. •:p.: .. d ] . OHU QHLI I I I 20' LANDSCAPING EASEMENT, X _ I VOL. 2007, PG. 221, ® 702.14 N- - - - - _ I O.P.R.C.C.T. SANITARY SEWER MANHOLE 20' LANDSCAPING & UTILITY RIM LINE ELEVATION = 704.15 697.8 ` FLOW LINE ELEVATION = 697.85' 0 SIGN EASEMENT, 25' BUILDING LINE, VOL. 2008, PG. 361, % VOL. 2007, O.P.R.C.C.T. PG. 221, �_ X703.84 703.38X - O.O.P.R.C.C.T. - 703.31 A&W I 7oa.s9 - X 700.63 SURVEYORS ----___-- I► INC 30' ACCESS EASEMENT, - - - - - VARIABLE WIDTH ACCESS EASEMENT, VOL. 2008, PG. 361, VOL. 2007, PG. 221, - - - O.P.R.C.C.T. I - 0 30 I W O.P.R.C.C.T. I xoa2o x ,X.86 73.14 jl 703.72 - 703.20 701.20 I - 00. GRAPHIC SCALE ----------____ - 1-INCH = 30 FEET BASIS OF BEARINGS DERIVED FROM PLAT00 I X VOL. 2007, PG. 221, O.P.R.C.C.T. I 703.87 703.17 - - - } M , r- 708.92 I - / I 701.42 11, 708.02 I I 10' UTILITY EASEMENT, I =: ' M3.27 X I VOL. 2007, PG. 221, �• 707.29 ' 4 X708.26 O.P.R.C.C.T. I 703.83 X703.06 ' I LOT 1 BLOCK A, I " 703.09 . ° y AUTOZONE ADDITION, I - (V ^ 708.37 ' + N ,0,.X I '... VOL. 2007, PG. 221, I - LOT 4, BLOCK A, 0 6.94 ANNA MARKET CENTER, O.P.R.C.C.T. I - - x7oo.as X 703.69 VOL. 2008, PG. 361, X707.38 I 703.. 0121 SANITARY SEWER MANHOLE 10' UTILITY EASEMENT, O.P.R.C.C.T. _ SANITARY SEWER MANHOLE X - . - Ia' ••' a t RIM LINE ELEVATION = 705.92' VOL. 2007, PG. 221, g • • !` FLOW LINE ELEVATION = 702.22' RIM LINE ELEVATION = 704.12' 702.9 I'.. •.... r ' ° O.P.R.C.C.T. _ ••d. • FLOW LINE ELEVATION = 700.12' j 7 .80 . • .. d' .e. O 706. I os.3a ••'' •d a . BRICK BUILDING _.. _. X700.53 J 0-1, - •:' : d 7°0.'b1 "° E 268.76' MEAS. x7olsa -SAN °i ` ' ' ° • x 706.09• • g5�(� �� X 703.11 - ' - 302. 5 X • $AN', . •• ~'d *' ,'.! •.:°.. 706..65 d . 70�1 • ° a 706.27 •' S.. SAN 705.14 O.9' (OUT) ° '. I 1/2" IRS FROM PLACE OF t } 705.59 BEGINNING 15.5' 706.59 _ _ O.3' OUT) °705.38 WHICH BEAR'1/2"IRF 17.7 X 706.06 705.28 O.6' OUT 704 91 (S 08.'53'36_W 3.92') ir,• ( ) 150.3' 704.95 02.54 • v _ X 700.42 o - 705.73 5.8' (IN) 702.97 -, X 705.97 m �06.. METAL STRUCTURE ON) (iM _ 4.4' I� 70 .87 706.51 Z O •- _ FINISHED FINISHED N V I w O FLOOR=705.91' I FLOOR=705.06' - / - - - - - - - 150 i, 20.6' _ 02.87 I _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ _ o _ _ '� _ _ _ _ .. 702.81 70'(2.09 _ X X 701.26 10' UTILITY EASEMENT, -X705.50 - - - - - - - - - - 15.4' 702.8� VOL. 2008, PG. 361, I _: 705' _.. _.. _.. _.. _.. _.. _.. _. _.. 702.81 x700.31 I _ - X 704:,s O.P.R.C.C.T. I I - ... 0 tJJ X704.21 X703.64. ..�0�.. (IN) X 705.67 w o _ - -' .81 7 9 20.1' z p 7J1.83 X X 0 .1 20.1' L� O ' 70 .76 _ - _ - _ _ _ _ _ J - _ O f LL :1 v 70 .48 a .. . X 700.30 J _ _ _ _ 705. 1 705. 1 705.48 - _ " _ •� _ - C U 70�4�.81 _ 71)4.47 FINISHED _ •. dr _ - �: - U 70.2.47 C !. X FLOOR=705.14' 7 2.41' _703.97 y X X _ W !',y a: '. ..... d.' 7 1.7 702. X F- _J v e o cn X X o 704.25 r ' ' ° .' F- N 7 .37 704.36 rn o o o t--' X. _. _. _ X703.58 .7Q283. _ 703.31 01. 6 704.52 70 .21 = or - - W _7.03.63 7 4.00 _J - - 02 5 - - & CC 704.7< ? O _ G _ Q - - /J - 70X41 X 02:35 .. X X 701.19 a U �" _ _ / 702.35 -102. 2 X 699.90 CW 15.5'^� - -' IT X -)170 97 - 705.76 X 703 - b -f - 703. 1 3.74 X _ _ _ _ _ " Lu 64.21 - _ - .. .. FINISHED .. .. 701 z o - FLOOR=704.67' -- ' - -- ' - . - ' X LL _ 702.07 iX700.93 LOT 5, BLOCK A, 20.1' 703 1X 701.43 - - - - - - - 03.03 - X 702.26 X 702.67 - .. 0.7' 70 X 8 X 701.84 X 699.70 ANNA MARKET CENTER, I 703.03 703.18 X70216 (IN) 702.22 704.07 _:. _: _:. X_:. . . :. ( _ O VOL. 2008, PG. 361, I j - - 15.4' - O.P.R.C.C.T. '� X 704.26 - - X703.82 - ' - - ' - ' - - ' - - - 700.84 703.51 703.02 oN X ' - - t02.05 X X 701.75 - - - - - X 702.21 = 701.66 701.01 - _ - _ X - . 701.65 700 08 703.78 X X 702. 7 X 7.02. 2 ._ X703.66 '._X 701.32 700.81 X -701. X X 701.82 _ _ 700. " " " " X 699.85 X702.41y7-y7y� �� 7 - - X00.62 3.39 X_1,1 ,eJe�1e,1 20. FT O017° - - - - - - - - - - 702.79 703.39 i 3.520 ACRES OF LAND 703.11 702.1, 701.97 0 700.51 _ X 703.00 �02, 701.19. X 699.45 _. 702.41 699.96 .. X X 701.73 701.25 - - Uj Q700.76 701X9 - �711.18 w CCWI - .. _ G - - -' 701.34. 701' - - - - - - 700.8 702. '9 X,00.74• _ _ 699.95- _ X700 6- 702.26 •• •• •• •• C� X • ..700.1€-X X699.14 _ _ _ _ _ _ _ _ _ _ X 700.45 - - ' - - - ' - - t-- 699.86 701.8s X701.70 ' _ _ x.701.33. _ -. _ ... _ . _ ... _ . " - .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. " .6s9.96. Ln ::ANNA-COMMUNITY DEVELOPMENT LOT-2 BLOCK A, -. X699.9 CORPORATION, W AUT-OZONE ADDITION, - - - I IRIST, NO. 2009033000036590, �I\' VOL. 2007, PG. 221, 699.35 0 - _- O.P.R.C.C.T. � N O.P.R.C.C.T. � X699.64 _ X699.65 EL o - - ON j X 700.96 CN LOT 1, BLOCK A, I ¢ X701.46 X701.50 X701.20 CD - - - - ANNA MARKET CENTER, ZI X,o,., 700.61 70000 W X 700.43 700.50 X 700.26 � 699.11 - VOL. 2008, PG. 361, I _ O.P.R.C.C.T. > X 699.68 699.3 X 700.16 701.14 - 20' UTILITY EASEMENT, 700.64 700.37 026" TREE VOL. 2008, PG. 361, yQ5 699.76 699.77 O.3' IN 699.37 - - O.P.R.C.C.T. 699.39 X 700.66 X 700.45 i�36" TREE J�4 100 698.87 699.15 _ JP X 69 .71 X - X 699.26 699.91 X yQ5 X 699.85 X 699.32 X 699.33 X 699.16 698.8 X 699.62 / X 700 �96 x s98-8�699' 917 1.7' (OUT 9" TREE X 700.61 9" TREE 14" TREE 24" TREE 14" TREE 697.12 700.05 X x 30" TREE ' i THE TREE 30" TREE 18" TREE 697.81 X 699.75 700.05 12" TREE 699.85 gT- T� Rt EE 2''� 0" TREE^�,��t, � 12��,r 694.05 699.16 / X 698.35 1.7' (OUT) X 699.21 X 698.82 7 f X 699.21 697.20 X 696.4:3 X 699.7 X )<697.03 d i X 699.23 X 697.55 J \ X 699.01 °A X 697.67 X 699.42 X 697.70 X 697.53 d. 95.85 •: CITY OF ANNA, 699.13 X 697.73 X 698.05 ro9� x 695 698' f INST. NO. 200607140000982730, / 694.57 O.P.R.C.C.T. X 696.26 X X 696.10 X 697.37 697.53 x iv 26" TREE X 697.59 32" TREE 1 697' X 696.51 X 695.69 X 695 s•• ' I / 696.00 695.26 X 696.14 X 696.70 697.1F,•d yf� I x I 695' X 69s.26 695.76 X X 694.82 X 695.90 696' 694.79 :• LOT 9, BLOCK A, a. X 694.90 ANNA MARKET CENTER, 6X X694.91 + VOL. 2008, PG. 361, 69465X 695.18 X 695.34 O.P.R.C.C.T. 695, 694'_ X 694.65 \ 4.1' (OUT) X 693.64 693.83 + 693.58 X 48" TREE 694.35 693.59 X 694.08 ,• &8" TREE 693.34 •'e \69 N 87°20'00" W X 693.65 &8" TREE �� X 693.68 265.62' MEAS. 694.09 9X 9 °• X 692.24 691.69 X 692.79 X 692.25 •" e •° I 6gu': ° 0" °30"TREE X 692.7 d ' LL • m '•' .• ° • X 693.11 y• 692.54 CV . . ��' .'... , e'. • X 692.69 M • . • d.: ' 691.82 690.46 X X 691.32 } o O X692.52 '•. ..� any 690.07 X X691.26 ANNA COMMUNITY DEVELOPMENT 691.52 .4 9�\ CORPORATION, X 691.09 INST. NO. 2009033000036590, X692.12 X691.21 O.P.R.C.C.T. X690.59 48" TREE X 691.49 _ 689.77X X 691.29 69 .52 X 690.42 689.42 X 690.60 X 691.12 X X 690.08 69�, X 690.91 12" TREE X 688.90 X 689.54 690, 14" TREE \ 690.04 9" TREE X 689.62 9" TREE �l8" TREE 688 X X 690.26 X 690.44 8" TREE f t 0. X X 689.65 1�12" TREE X 690.12 X 689.58 IX 688.22 687.77 68a \ X 688.12 X C���58 )( 689.03 X 689.53 X 688.16 X 689.09 X 689.11 X 689.29 X 688.89 U5 _ 688'` X 688.90 X 689.19 X 688.85 X 687.gQ687.27 X 687.49 \ X 688.26 X 687.46 X 687.61 X 688.21 x 688.75 � NOTE: All 1/2 IRS are 1/2-inch iron rods with yellow plastic caps stamped "RPLS 5310". sas.53 xsaa.sl xssa.7a xsa7.a8 xs8s.5, LEGEND 1/2" IR FOUND Q X-FOUND ® TELE. BOX ® BOLLARD POST UTILITY POLE -OHU- OVERHEAD UTILITY LINE PLASTIC FENCE CONCRETE BUILDING LINE O 1/2" IR SET Qo X-SET �❑ CABLE BOX LIGHT POLE ® WATER METER E GUY WIRE ANCHOR �` ASPHALT 0 GRAVEL - - - EASEMENT C 5/8" IR FOUND O 1" IR FOUND ® ELECTRIC BOX QS SAN. SEW. MH. Q GAS METER X BARBED WIRE FENCE FIRE LANE STRIPE ® BRICK BOUNDARY 8 3/8" IR FOUND ® 1" IP FOUND BRICK COLUMN 00 IRRIGATION VALVE O A.C. PAD 0 IRON FENCE BRICK RET. WALL STONE HIGHBANK LINE - 60-D NAIL FOUND POINT FOR CORNER ❑ STONE COLUMN 04 WATER VALVE ® TRANS. BOX 0 CHAINLINK FENCE STONE RET. WALL ® WOOD DECK PARKING STRIPE ® PK NAIL SET CON. MONUMENT ® STORM DRAIN MH. W FIRE HYDRANT *­ WOOD FENCE CON. RET. WALL ® BUILDING WALL HANDICAP SPACE P E POOL EQUIP. ® 1/2" IP FOUND e 3l4" IP FOUND $ SAN. SEW. CO. 00 IR. VALVE � PIPE RAIL FENCE NO PARKING TILE 1229 W. WHITE STREET ANNA, TEXAS VICINITY MAP (NOT TO SCALE) m ACACIA DR, J Z d � o ., O J a U 0 U W. WHITE ST. m d oo ' SITE d w 'a w o 3wD > U / Ww w wll TN =0co LEGAL DESCRIPTION 1 Being part of Lot 2, Block A, of Autozone Addition, an Addition to the City of Anna, Collin County, Texas, according to the plat thereof recorded in Volume 2007, Page 221, Official Public Records, Collin County, Texas, and being part of a tract of land described in deed to Windmill Self Storage, L.P., recorded in Instrument No. 20100920000999400, Official Public Records, Collin County, Texas, and being more particularly described as follows: Commencing at 1/2" iron rod found in the present South line of W. White Street, a variable width right-of-way, at the Northwest corner of Lot 1 of said Block A, of said Autozone Addition, same being the Northeast corner of Lot 4, Block A, of Anna Market Center, an Addition to the City of Anna, Collin County, Texas, according to the plat thereof recorded in Volume 2008, Page 361, Official Public Records, Collin County, Texas; Thence South 02°21'12" West, a distance of 173.82' to a 5/8" iron rod found in the East line of said Lot 4, Block A, at the Southwest corner of said Lot 1, of said Block A, and being the PLACE OF BEGINNING of the tract of land described here in; Thence South 87°05'01" East, a distance of 268.76' to a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5310" set for corner; Thence South 02°40'00" West, passing at a distance of 361.57' to a 5/8" iron rod found at the Southerly Northwest interior'el' corner of a tract of land described in deed to City of Anna, recorded in Instrument No. 200607140000982730, Official Public Records, Collin County, Texas, and continuing a total distance of 573.29' to a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5310" set for corner in the West line of said City of Anna tract; Thence North 87°20'00" West, a distance of 265.62' to a 60D nail set for corner in the East line of Lot 9, of said Block A, of said Anna Market Center; Thence North 02°21'12" East, along the East line of said Anna Market Center, a distance of 574.47' to the PLACE OF BEGINNING and containing 153,333 square feet or 3.520 acres of land. SURVEYOR'S CERTIFICATION J To: Kartavya Patel, Triangle Engineering, LLC, Windmill Self Storage, L.P., a Texas limited partnership, Republic Title Company, and First American Title Insruance Company, all in connection with GF No. 1002-212831-RTT: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 7(a), 8, 9, 11, and 13 of Table A thereof. The fieldwork was completed on 02-08-2017. Date of Plat or Map: 02-10-2017 PRELIMINARY SURVEY NOT FOR RECORDING PURPOSES JOHN S. TURNER RPLS 5310 This survey was performed exclusively for the parties in connection with the G. F. number shown hereon and is licensed for a single use. This survey remains the property of the Surveyor. Unauthorized reuse is not permitted without the expressed written permission of the Surveyor. This survey is an original work protected by United States Copyright law and international treaties. All rights reserved. Do not make illegal copies. Please note that the use of the word "CERTIFY" or "CERTIFICATE" used hereon constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. SCHEDULE "B" NOTES J Items corresponding to the Commitment for Title Insurance Issued January 30, 2017, by First American Title Insurance Company bearing an effective date of January 16, 2017, G. F. No. 1002-212831-RTT. 10e) Easement to Grayson Collin Electric Cooperative, Inc., Vol. 4370, Pg. 1021, D.R.C.C.T. (Subject to - not plottable) 10f) Easements Covenants and Restrictions, Inst. No. 20070531000731800, O.P.R.C.C.T. (Subject to - not plottable) The surveyor has not abstracted the record title and/or easements of the subject property. The Surveyor prepared this survey with the benefit of a title commitment described above and assumes no liability for any easements, right-of-way dedications or other title matters affecting the subject property which may have been filed in the real property records but are not disclosed in said title commitment. ALTA NOTES 1) As shown on survey 2) As shown on survey 3) As shown on survey 4) As shown on survey 5) Elevations based on collective static work that was sent to http://geodesy.noaa.gov/OPUS/. Elevation davum is NAVD88. The contour intervals are 1 foot. 7a) As shown on survey 8) As shown on survey 9) There are no parking spaces located on subject property 11) As shown on survey, as of 02-02-2017 Atmos Energy responded to Texas 811 ticket. 13) As shown on survey FLOOD This is to certify that no portion of the subject property shown hereon lies within the 100 Year Flood Hazard Area as shown on the Flood Insurance Rate Map, Community Panel No. 48085C 0155J, dated 06-02-2009. The property is located in Zone "X". A&W SURVEYORS, INC. Professional Land Surveyors TEXAS REGISTRATION NO. 100174-00 P.O. BOX 870029, MESQUITE, TX. 75187 PHONE: (972) 681-4975 FAX: (972) 681-4954 WWW.AWSURVEY.COM JOB# 17-0179 DATE: 02-08-2017 DRAWN BY: 517 "A pro