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AGENDA PLANNING AND ZONING COMMISSION THE CITY of Monday, April 2, 2018 @ 7:00 PM Attu Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The Anna Planning and Zoning Commission will conduct a meeting at 7:00 PM on April 2, 2018, at the Anna City Hall Administration Building, 111 N. Powell Parkway, to consider the following items: 1. Call To Order And Establishment Of Quorum 2. Invocation and Pledge of Allegiance Location Map 3. Consider/Discuss/Action on recommendation on the One Anna Two Addition Preliminary plat. 4. Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Roper Auto Repair & Retail Center located at 916 W White St. 5. Discuss/Consider/Act on recommendation regarding "Bartolome" final plat. 6. Consider/Discuss/Action on a recommendation for the Development plat for Treasured Vessels. 7. Consider/Discuss/Action on a recommendation concerning Mudpies Addition Lot 1 R and Lot 2 final plat. 8. Discuss/Consider/Action approving the minutes of the March 5th 2018 9. Adjourn. This is to certify that 1, Maurice Schwanke Director of Planning and Development, posted this agenda at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 5:00 p.m. on . Maurice Schwanke Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Upload Date Type 3/29/2018 Exhibit THE CITY OF Aiftha AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation on the One Anna Two Addition Preliminary plat. The One Anna Two preliminary plat contains 77.396 acres located in the W. S. Rattan Survey, Abstract No 752 and the Thomas Rattan Survey, Abstract No. 782. This tract is located at the NW corner of Hwy 75 and White St. The preliminary plat contains an approximate 24-acre lot for potential medical and commercial uses with the remaining tract to the south to be preliminarily platted later. The tract was recently rezoned to "PD" for C-1 uses plus several additional uses. During the development of the final plat all engineering concerns will be addressed such as the provision of water, fire hydrant locations, wastewater, storm drainage, and fire lane easements. For this site a water line will need to be provided under U.S. 75 via a bore. Wastewater is proposed to be extended to the south to an existing wastewater main that exists under U.S. 75 and traverses the Walmart site to the east. Storm drainage will be captured at the southwest corner of the 24 acre lot. STAFF RECOMMENDATION: Approval of the One Anna Two preliminary plat ATTACHMENTS: Description Upload Date Type Location Map 3/29/2018 Exhibit One Anna Two preliminary plat pg 1 3/23/2018 Exhibit One Anna Two preliminary plat pg 2 3/23/2018 Exhibit L7-T) =0= GRAPHIC SCALE 100 0 50 100 200 1 inch = 100 ft. Project Anna Site z MC0 w F.M. 455 Location Map Not to Scale LEGEND OCIRS CAPPED IRON ROD SET STAMPED "BDD" OCIRF CAPPED IRON ROD FOUND OIRF IRON ROD FOUND OALUM. MON. ALUMINUM MONUMENT PP POWER POLE GUY GUY WIRE EIEL TWR ELECTRIC TOWER WV WATER VALVE FOM FIBER OPTIC MARKER ❑TP TELEPHONE PEDESTAL x METAL FENCE TREE LINE ZONED: SF-E ZONED: AT&T CORP. SF-E INST. NO. 20060912001318850 0. P. R. C. C. T. JAN SHERLEY MILLER VOL. 2667, PG. 671 D. R. C. C. T. , r �- ' 2--E- 892.5i'a x Y ( C x - - - - - (HE 2477 ARBED WIRE r - (- o{ tiw�.�� 24.2T- 8918? MEAR''RED) IRF CHAIN LINK FENCE ALUM. MON. FENCE N1'06'39"W - 55.96' } CIRS (RECORD) I I I I 55.81 (MEARURED) I I I I I II LU A= 016'48' 40" L=205.39' l I I ,.I' -{__� BARBED WIRE ( I I I I R=700.00 I40 40' FENCE r f f7 I I ARBED WIRE I I I I CH=N0717 42 E /� ENCE I I CL=204.65' ITb c I I ' I I N 15'42' 02"E 121.60' 0=016°48'41" L=205.39' R=700.00' CH=N07*17'41 "E CL=204.65' /2 CIR N � I I LLI LU p�l �� / ) o 1/2" ., J Lr1 w C) o I I 0 x ti I z 1/2° IR � BARBED WIRE ,' � Z / FENCE 720 - �' x - x� W / x Iwlw I� �j s �I? I A=4'55'07' I v I Z I 1 I L=3.81' I I, R-44.35 Cn I I CH=01'26"E z=5'3�''43' I p 1 m 0 I L=3.81' N� `L=6.7)' I I I p 1/2" IRF i R=68,35' 1 I I �i a TOP OF DITCH y LOT \ CH=k5-40'09"W00 I N I I I I 5/8 CIRII BLOAI I CL=6.71'1 I I I TOTAL,, REA: I 41 w 1, 041,222 ;_ SQ. FT. 23.903 ,ACRES ��� N I I I � ' I I I Ld I I I (5IOI I ICI BARBED WIRE FENCE co Z I cc I I 1/2 IRF I I � � I I I � I I .- of I_I I 11m A=009'31 48 80 I ZOPDED: I I I I Z L=116.43L0 - , I I � R=699.99, �w1 I I I I I ONE ANNA TWO, LTD. o I I W CH=NO3 39 15„ E �� �� I DOC. NO. 20070201000151600 0 . I I i Iw I - CL=116.30' DOC. NO. 20070201000151610 N I I� zl`IN I I --, c Q I D.R.C.C.T. I I I ml a ZONED: o o I I I PD Cal �O I 2001-18 0 I I X I I Q o I I 1 W (m '� I I I I CADG HURRICANE CREEK, LLC Cc WI 4=70*53'S8" L=24�26 I I L= �� I I I DOC. NO. 20150529000631020 L=247.49' / Q �- O I I D. R. C. C. T. � � � 25' BUl � _ I R=200.00, , ��T DING LINE I I o 0)et' a CH=S63'02'01 "W I��II 1 >3S 0 I M CL=232.00' e� \ CIRSS '31'0 " 4' SI' W I I 0 I /��� O E_ 321.64' I 11 LOT TABLE o I �0'39'27" 4- N CIRS N O L=8.O3' �P �� �1 / 2 B LDING L� ;`� Q, O' NE LOT AREA Z 00 R=700.03' 1 23.908 AC. 40 CH=N08*05'24 E ��/ (0O \ IRCE 40' CL=8.EDWIRE 03 J 1 / �G2� Q a w -C)I C� 1/2 CIRF vD 4=8'19'23 CIRS S 9*5639"E o I L=101.69 130.52 n RS / m R=700.03' C) �72'38'46" I� CH=SO415'26"W L=253.58' I Iw CL=101.60' R=200.00' I I W 1/2" IR CH=S63'54'25"W I w N1'06'39"W 201.55' N 0 TES: All corners set are monumented with a 5/8 inch iron rod with yellow cap stamped "BDD", unless otherwise noted. No portion of the subject property lies within any area of 100-year flood according to FEMA's Flood Insurance Rate Map, Community -Panel No. 48085CO155J, dated June 2, 2009. Property is in Zone X (unshaded). Bearings are based upon the north line of the subject property as described in the deed recorded in Document No. 20070201000151600, Official Public Records, Collin County, Texas. ©Copyright 2018 Brockette/Davis/Drake, Inc. All Rights Reserved. This drawing is the property of Brock ette/Davis/Drake, Inc. Any modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. CL=236.93' I Q�I 1 I� ICI 40' 40' I Q Iz REMAINDER \ I Q TRACT �- - I N 80' = W. S. RATTAN SURVEY _ I ABSTRACT 752 I EL TWR 01ALUM MON. w EASEMENT FOR w HIGHWAY PURPOSES W CID w z ? VOL. 655, PG. 449 L6 co ONE ANNA TWO, LTD. D. R. C. C. T. J I Mo w z DOC. NO. 20070201000151600 z I � o DOC. NO. 20070201000151610 I I on D. R. C. C. T.Ln m I w I � I o I o m I Z XW LL I I I Mq TCH I LINE SEE SHEE !2�� ALUM. MON. 1 01/2 CIRF CONCRETE PAVEMENT FL 1 g RCP=742.5± GRAVEL I mu- 4 STATE OF TEXAS VOL. 655, PG. 446 D. R. C. C. T. I � C� Ln o C; ono O C�m�N � � N J o0 Z co " RCP742.7± OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS WHEREAS ONE ANNA TWO, LTD. is the owner of a 77.396 acre tract of land situated in the W. S. Rattan Survey, Abstract No. 752 and the Thomas Rattan Survey, Abstract No. 782 and located in the City of Anna, Texas, same being a portion of that tract of land conveyed to One Anna Two, Ltd. by deeds recorded in Document Nos. 20070201000151600 and 20070201000151610, Official Public Records, Collin County, Texas, and being more particularly described as follows: BEGINNING at an aluminum monument found for the northeast corner of the remainder of said One Anna Two, Ltd. tract and southeast corner of the remainder of that tract of land conveyed AT&T Corp. by deed recorded in Instrument Number 20060912001318850, Official Public Records, Collin County, Texas, said corner lying in the west right of way line of U.S. Highway No. 75; THENCE along said west right of way line and the east line of said One Anna Two, Ltd. tract, the following four (4) courses and distances: S08' 29' 00"W, for a distance of 3191.14 feet to an aluminum monument found for corner, S21' 12' 57"W, for a distance of 400.37 feet to a 5/8 inch iron rod found for corner, S45' 21' 00"W, for a distance of 391.42 feet to an aluminum monument found for corner; S09' 52' 00"W, for a distance of 168.20 feet to a point for corner at the beginning of a corner clip line between said west right of way line of U.S. Highway No. 75 and the north right of way line of F.M. 455; THENCE along said corner clip line, S44' 11' 00"W, for a distance of 8.57 feet to a 1/2 inch iron rod with cap found for corner in said north right of way line and the south line of said One Anna Two, Ltd. tract; THENCE along said north right of way line and said south line of the One Anna Two, Ltd. tract, the following nine (9) courses and distances: S89' 17' 57"W, for a distance of 10.12 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the right having a central angle of 05' 20' 29", a radius of 1036.00 feet and a long chord which bears N88' 01' 49"W, for a distance of 96.55 feet; Along said curve to the right, for an arc distance of 96.58 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the left having a central angle of 05' 27' 54", a radius of 1164.00 feet and a long chord which bears N88' 05' 31 "W, for a distance of 110.98 feet; Along said curve to the left, for an arc distance of 111.03 feet to a 1/2 inch iron rod with cap found for corner, S89' 10' 32"W, for a distance of 231.32 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the right having a central angle of 00' 58' 55", a radius of 1100.00 feet and a long chord which bears S89' 39' 59"W, for a distance of 18.85 feet; Along said curve to the right, for an arc distance of 18.85 feet to a 1/2 inch iron rod with cap found for corner, N89' 50' 33"W, for a distance of 65.59 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the right having a central angle of 00' 22' 41", a radius of 1100.00 feet and a long chord which bears N89' 39' 13"W, for a distance of 7.26 feet; Along said curve to the right, for an arc distance of 7.26 feet to a point for corner, N89' 27' 52"W, for a distance of 66.00 feet to a 1/2 inch iron rod with cap found for corner; S89' 10' 32"W, for a distance of 165.83 feet to a 1/2 inch iron rod with cap found for the southwest corner of said One Anna Two, Ltd. tract and the southeast corner of the remainder of a tract of land conveyed to Don Collins, Ted K. Tedford and Steve Cameron by deed recorded in Volume 5257, Page 4877, Deed Records, Collin County, Texas; THENCE along the common line between said One Anna Two, Ltd. tract and said Collins/Tedford/Cameron remainder tract, the following four (4) courses and distances: N00' 29' 10"W, for a distance of 505.79 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the right having a central angle of 24' 01' 08", a radius of 500.00 feet and a long chord which bears N11' 31' 24"E, for a distance of 208.07 feet; Along said curve to the right, for an arc distance of 209.60 feet to a 1/2 inch iron rod with cap found for corner, N59' 03' 25"E, for a distance of 129.33 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the left having a central angle of 15' 31' 48", a radius of 700.00' feet and a long chord which bears N51' 17' 31"E, for a distance of 189.15 feet; Along said curve to the left, at an arc distance of 38.79 feet passing the northeast corner of said Collins/Tedford/Cameron remainder tract and southeast corner of a tract of land conveyed to CADG Hurricane Creek, LLC by deed recorded in Instrument Number 20150529000631020, Official Public Records, Collin County, Texas, continuing along the common line between the One Anna Two, Ltd. and CADG Hurricane Creek, LLC tracts, for a total arc distance of 189.73 feet to a 1/2 inch iron rod with cap found for corner, THENCE continuing along said common line between the One Anna Two, Ltd. and CADG Hurricane Creek, LLC tracts, the following twelve (12) courses and distances: N43' 31' 37"E, for a distance of 241.38 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the left having a central angle of 43' 25' 53", a radius of 700.00 feet and a long chord which bears N21' 48' 41"E, for a distance of 518.00 feet; Along said curve to the left, for an arc distance of 530.61 feet to a 1/2 inch iron rod found for corner; N00' 05' 43"E, for a distance of 1035.62 feet to a 1/2 inch iron rod found for corner at the beginning of a curve to the right having a central angle of 08' 19' 23", a radius of 700.03 feet and a long chord which bears N04' 15' 26"E, for a distance of 101.60 feet; Along said curve to the right, for an arc distance of 101.69 feet to a 1/2 inch iron rod with cap found for corner, N08' 30' 51"E, for a distance of 394.11 feet (Record: N08' 25' 09"E, 393.86) to a 1/2 inch iron rod found for corner at the beginning of a curve to the left having a central angle of 09' 31' 48", a radius of 699.99 feet and a long chord which bears NO3' 39' 15"E, for a distance of 116.30 feet; Along said curve to the left, for an arc distance of 116.43 feet to a 1/2 inch iron rod found for corner; N01' 06' 39"W, for a distance of 201.55 feet to a 1/2 inch iron rod found for corner at the beginning of a curve to the right having a central angle of 16' 48' 41", a radius of 700.00 feet and a long chord which bears N07' 17' 41"E, for a distance of 204.65 feet; Along said curve to the right, for an arc distance of 205.39 feet to a 1/2 inch iron rod found for corner; N15' 42' 02"E, for a distance of 121.60 feet to a 1/2 inch iron rod with cap found for corner at the beginning of a curve to the left having a central angle of 16' 48' 40", a radius of 700.00 feet and a long chord which bears N07' 17' 42"E, for a distance of 204.65 feet; Along said curve to the left, for an arc distance of 205.39 feet to a point for corner; N01' 06' 39"W, for a distance of 55.81 feet (Record: 55.96) to a 1/2 inch iron rod found for corner in the common north line of said One Anna Two, Ltd. tract and south line of the remainder of that tract of land, called Tract Four, conveyed to Jan Sherley Miller by deed recorded in Volume 2667, Page 671, Deed Records, Collin County, Texas; THENCE along said common line between the One Anna Two, Ltd. and Jan Sherley Miller tracts, N89' 56' 12"E, at a distance of 801.70 feet passing the southeast corner of said Jan Sherley Miller tract and southwest corner of the aforementioned AT&T tract and continuing along the common line between said One Anna Two, Ltd. and AT&T tracts for a total distance of 891.82 feet (Record: 892.51) to the POINT OF BEGINNING and containing 3,371,387 square feet or 77.396 acres of land, as computed. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS. That ONE ANNA TWO, LTD., acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ONE ANNA TWO ADDITION, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand this the __ day of _--------- 2018. ONE ANNA TWO, LTD., a Texas limited partnership By. ONE ANNA TWO, GP, a Texas corporation, its General Partner Name: Stacy 0. Standridge Title: President STATE OF TEXAS COUNTY OF DALLAS BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Stacy 0. Standridge, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ____ day of __--------- 2018. Notary Public in and for the State of Texas My Commission Expires: SURVEYOR'S STATEMENT That I, Dennis R. Maloney, Jr., a Registered Professional Land Surveyor, licensed by the State of Texas, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Dated this the day of . 2018 Dennis R. Maloney, Jr., R.P.L.S. Registration No. 4625 STATE OF TEXAS COUNTY OF DALLAS BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Dennis R. Maloney, Jr., known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ____ day of -------- 2018. Notary Public in and for the State of Texas My Commission Expires: PRELIMINARY PLAT ONE ANNA TWO ADDITION LOT 1, BLOCK A A BEING PORTION OF THAT TRACT OF LAND INSTRUMENT NUMBER 20070201000151600, O.P.R.C.C.T. AND INSTRUMENT NUMBER 20070201000151610, O.P.R.C.C.T. SITUATED IN THE W. S. RATTAN SURVEY, ABSTRACT NO. 752 AND THOMAS RATTAN SURVEY, ABSTRACT NO. 782 CITY OF ANNA, COLLIN COUNTY, TEXAS 1 LOT MARCH, 2018 OWNER: SURVEYORS: ONE ANNA TWO, LTD. BROCKETTE/DAVIS/DRAKE, INC. 14680 MONTFORT DR., STE 241 Civil & Structural Engineering Surveying DALLAS, TX 75240 4144 North Central Expressway, Suite 1100 Dallas, Texas 75204 (214) 824-3647, fax (214) 824- 7064 Sheet 1 of 2 C17103PP.dwg GRAPHIC SCALE 100 0 50 100 200 1 inch = 100 ft. I North Project I Anna Site z a v; a w F.M. 455 Location Map Not to Scale LEGEND OCIRS CAPPED IRON ROD SET STAMPED "BDD" OCIRF CAPPED IRON ROD FOUND OIRF IRON ROD FOUND OALUM. MON. ALUMINUM MONUMENT PP POWER POLE GUY GUY WIRE L7 EL TWR ELECTRIC TOWER WV WATER VALVE FOM FIBER OPTIC MARKER ❑TP TELEPHONE PEDESTAL METAL FENCE r`m 1 TREE LINE ©Copyright 2018 Brockette/Davis/Drake, Inc. All Rights Reserved. This drawing is the property of Brockette/Davis/Drake, Inc. Any modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. ZONED: PD 2001-18 DON COLLINS, TED K TEDFORD AND STEVE CAMERON VOL. 5257, PG. 4877 D. R. C. C. T. L6 0 L0 I 3 0 Z- 0) N O Z T MATCH UN - E SEE SH EET 7— GA J I Uii' I Mo la m Ii Ld w Im zi Ld in w I o W Iw Z Iw 40' 40' I �n I� ti IZ If IN 80' I ZONED: PD I 2001-18 1/2" IR� 0) CADG HURRICANE CREEK, LLC I I DOC. NO. 20150529000631020 I D.R.C.C.T. 3 I I o I o I I I N I o I N 0=043'25'53" L=530.61' R=700.00' CH=N21048'40"E Z CL=518.00 / J I ONE ANNA TWO, LTD. / DOC. NO. 20070201000151600 DOC. NO. 20070201000151610 m D.R. C. C. T. o I to -. a I ��o O00 ZONED: I Q o o O PD I Ja2 N I = SL O 1/2 CIRF I � � REMAINDER l� E Z / TRACT N ' j o o r / tK Z ° I e 1/2 CIRF / \���� / � 7.55' I / W. S. RATTAN SURVEY N81'31'00"W 18.34' I UM MMON. L= 38.79' 1/2 CIRF /2 CIRF / / N59'03'25"E / 129.33' 0 024'01'08" L=209.60' R=500.00' CH=S111 *31'24"W /2 CIRF CL=208.07' ABSTRACT 752 _ 0 015*31'48 THOMAS RATTAN SURVEY L=189.73' ABSTRACT 782 -R=700.00' CH=N51'17'31 "E CL=189.15' 0 000'58'55" 0=000'22'41" L=18.85' L=7.26' R=1100.00' R=1100.00' CH=S89'39'59"W CH=N89'39'13"W CL=18.85' CL=7.26' 0=005'27'54" N 89'27' 52"W L=111.02' R=1164.00'� 66.00' CH=N88005'31 "W _ CL=110.98, S89'17'57"W 10.12' 0 005'20'29" L=96.58' R=1036.00' CH=N88'01'49"W CL=96.55' 50' BUILDING LINE SANITARY SEWER EASEMENT VOL. 5424, PG. 6 • D. R. C. C. T. SANITARY SEWER EASEMENT VOL. 5424, PG. 6 D. R. C. C. T. / / / / CL 1/2 CIRF/ / � O / / / i I ALUM. MON. I I I S9'52'00"W 168.20' S89-10'32"W 1/2 CIRF S89010'32"W - 231.32' 1/2 CIRF S44'11'00"W 1/2 CIRF 165.83' 1/2 CIRF 1/2 CIRF 1 2 CIRF 1/2 CIRF 1/2 CIRF 1/2 CIRF 8.57' 1/2 CIRF WOOD MON.. �+ N89'50'33"W S89°21'26"W — 748.49' 1/2" IRF 65.59' _ F. M. ROAD NO. 455 _ CITY OF ANNA (VARIABLE WIDTH R.O. W.) INST. NO. 20170328000391350 CITY OF ANNA INST. NO. 20170328000391340, O.P.R.C.C.T. INST. NO. 20170726000981440 INST. NO. 20170328000391340 INST. NO. 20170328000391350, O.P.R.C.C.T. 0.P.R.C.C.T. O.P.R.C.C.T. INST. N0. 20170726000981440, O.P.R.C.C.T. 5/8" IRF NOTES: All corners set are monumented with a 5/8 inch iron rod with yellow cap stamped "BDD", unless otherwise noted. No portion of the subject property lies within any area of 100—year flood according to FEMA's Flood Insurance Rate Map, Community —Panel No. 48085CO155J, dated June 2, 2009. Property is in Zone X (unshaded). Bearings are based upon the north line of the subject property as described in the deed recorded in Document No. 20070201000151600, Official Public Records, Collin County, Texas. PRELIMINARY PLAT ONE ANNA TWO ADDITION LOT 1, BLOCK A A BEING PORTION OF THAT TRACT OF LAND INSTRUMENT NUMBER 20070201000151600, O.P.R.C.C.T. AND INSTRUMENT NUMBER 20070201000151610, O.P.R.C.C.T. SITUATED IN THE W. S. RATTAN SURVEY, ABSTRACT NO. 752 AND THOMAS RATTAN SURVEY, ABSTRACT NO. 782 CITY OF ANNA, COLLIN COUNTY, TEXAS 1 LOT MARCH, 2018 OWNER: SURVEYORS: ONE ANNA TWO, LTD. BROCKETTE/DAVIS/DRAKE, INC. 14680 MONTFORT DR., STE 241 Civil & Structural Engineering Surveying DALLAS, TX 75240 4144 North Central Expressway, Suite 1100 Dallas, Texas 75204 (214) 824-3647, fax (214) 824— 7064 Sheet 2 of 2 C17103PP. d THE CITY OF Anha AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Roper Auto Repair & Retail Center located at 916 W White St. SUMMARY: Brian Roper, owner of property, has submitted a site and landscape plans regarding "Roper Auto Repair and Retail Center" located at 916 W White Street. Currently, located on the site is an auto repair shop, an impounded vehicle storage, wrecked semi trailers and a communication tower. The property backs to single family residential to the north and east. This project proposed to remove all of the impounded cars, wrecked semi trailers and remove the existing auto repair facility. The communication tower will remain. Planned for the site is a 7,200 square foot retail Center and a 5,462 square foot automotive repair shop. Under the current zoning classification of the current zoning ( "C-1 ") retail uses as well as minor automotive repair is allowed. The site plan stipulates that no bay doors of the automotive repair structure are oriented towards the residential land uses. Additionally, a 6' masonry screening wall is required abutting the residential property. Prior to development of the site construction plans are required to be approved as well as a final plat. STAFF RECOMMENDATION: Approval of the Roper Auto Repair & Retail Center site and landscape plan. ATTACHMENTS: Description Upload Date Type Location Map 3/29/2018 Exhibit Landscape Plan Auto Elevations Retail Elevations 3/29/2018 Exhibit 3/29/2018 Exhibit 3/28/2018 Exhibit 3/28/2018 Exhibit t!A I MAS I LK60N DOC EARP DURHAM 3A � IIti m I � I GATLIN DENTON PARTNERSHIP, L.P. 1.997 Ac. (Tract One) — — Doc. No. 20120104000010030 I Old Concrete D.R.C.C.T. Slob I o 24.00' Flume 32.00' © — FF LO Flume Proposed Curb Inlet —�i �I I$� Pro osed Curb Inlet w Proposed — O��NQ 0 HHO IHO IHO HHO IHO �HO IHO HHO AHO HHO ]HO MHO ]HO I m o Curb Inlets — — —I — — ® 5' LANDSCAPE BUFFER _ halnlink Fence _ Cc FTI I I 90.00' 1Y__IZ 1 �' > �— 4f 3. �� —Storm Line_ o I LA 10 6" Curb (Typ.) 1 g 00' 1 b — _ 90. 0' — — — — —5' LANDSCAPE BUFFER — — — — I ,A � LA 10 0 9.00' 6" Cu b (Typ o so. o' —t — — I 00 LA �g O 9.00' Dumpster w/7' Masonry 13 I I --------_-- --- — _------ _ --- — o ao LA Wall Per City Standards o 5' Sidewalk I — — — _ _ �q 0� I 6' Masonry Wall LLI 10'x10' — — — — — — — — — — — — — — — Flume w/Riprap I Per City Standards 0 O I BFR I 6++ WL J Water Esmt. I I c X X Choinlink FeX e X uoc. No. wububivuuuojibzu o I I I o Proposed I D.R.C.C.T. W Fire Hydrant o— % I Proposed 24 Firelane, Mutual N Q y I Proposed 24' Firelane, Mutual O _ 6" Curb I Access and Utility Easement 0 I / I Access and Utility Easement = �° �y I (Typ.) I / a. N N _ — m J° _ - — — — — �j LA / T J I ��I ,•ov,� I LA ——--------------------------------- o sA�\ I ---- 5' DRAINAGE EASEMENT e /tTl I �Q' BFR 91 0 O 1 g o0 1 x Doc. No. 200606190D0831630 `� /� 6 Curb Typ.) . O \ I D.R.C.C.T. 00 1 / J/ 1 00, LA I 2 e n ° A oL ° I "� BFR V6 ��\ cJ \ 6+ Curb (Typ.) I wI BFR OEEE °° w L ° TOWER ILc Q r 'Z 5 SidewalkQc°QPGuoj, 0 ° PHASE 1 ° e� ILL) L rn L/ Sidewalk z l °LLI zZ I CCn 0oL=� o Wm 00 00 i J L L- I = —I Z v QI IE m l ° �I j N I Q I �, WEST CROSSING o Ex. Fire ° I 5,462 SF -v v m —1 PHASE 1 (n 1 0) I ,Doc No. 20060123010000130 a I Hydrant of IN I 7,200 SF 4.73' AUTOMOTIVE o N I P.R.C.C.T. zl (�'') AMON BRIAN ROPER 0 0 chain k Fence o � � Q 6" Curbl T FUTURE RETAIL ° x X o o" D I JI I ° Called 2.00 Ac. i a s i Flume w/Riprap D m I \ of Vol. 5660, Pg. 2013 PHASE 2 24.00' I 00 N I I o E o 6" Curb T o D.R. C.C.T. LLD (yp)i o °I I I o o `° D I W LA I ° N I 'O I t" I 1 I o 2" Dome Metir 00 II W ° o o n I O ° _Z 2" Domesti Metter I obi —� if 011 Oil/Water 5 Sidewalk I 1" Irri atio Metl r I ° Sidewalk N fW 11 of I� Separator 9 2 Dom. ° ° Q L A \ I I - O 2" Dom. 2 6" Curb (Typ.) �co� 6" Curb I (Typ.) o > g ° ° c 2'a Dorn. ` ° n a O� 0.55 24.00' I 18.00' 6" Curb (Typ.) mooA 4" SS Lateral p I I _ 4" SS Lat. Proposed I Proposed 4" SS Lateral 4 SS Lat. F- — — — — — I Detention Pond __ I Curb Inlet I s I — — — — — — —I— \c� — — — _ Concrete Flume I I i g o LA �m�e — — — — — — — — _ — — — — — — _ _ I o Proposed 24' Firelane, Mutual _ Flume 6" Curb T It Access and Utility Easement o — (�') 15' BUILDING LINE I N I j I— ----------------------- 10 LANDSCAPE BUFFER -- ---------- ----------NE ------------- N I I L I ------- — 70.00'------------------� O= �I_ �" 70.00 " Pipe --- --- rr1 Outfal� Structure -� Brace X X Jo o... X X X Woolf Fence X \ X X X X -- 6' Masonry Wall X X wood Fence X o Per City Standards m � -� I I i I rt WILLOW CREEK ADDITION, PHASE � I I v Cab. P, Pg. 405 v� P.R.C.C.T. WILLOW CREEK ADDITION, I PHASE 1 A SYNOPSIS Lot 1, Block F Cab. P, Pg. 59 I P.R c.c.T. I � Address: 916 W. White Street I Anna, Texas 75409 � I I Zoning: C1 Restricted Commercial Proposed Use: Automotive Use, Retail Lot Area: 1.91 Acres (83,404 sf) Building Areas: Phase 1 Building 5,462 sf Phase 2 Building 7,200 sf Lot Coverage: 15.18% Floor Area Ratio: 0.15 : 1 Building Height: 26' Phase 1 Buildlng Automotive Use (5,462 sf) 4 spaces per 1000 = 22 Spcs. Required Parking: Phase 2 Buildina Retail (7,200 sf) 4 spaces per 1000 = 29 Spcs. Required Parking: Phase 1 Parking Required Total: (22 Parking Spaces) Parking Provided Total: (22 Parking Spaces) 1 Handicap Spc. Phase 2 Parking Required Total: (29 Parking Spaces) Parking Provided Total: (30 Parking Spaces) 2 Handicap Spc. NOTE: LIGHTING WILL COMPLY WITH THE CITY OF ANNA ZONING ORDINANCES. NOTE: THIS IS NOT A CONSTRUCTION DOCUMENT. THIS DOCUMENT IS FOR CONCEPTUAL PLANNING PURPOSES ONLY. VICINITY MAP NTS ®III O III AV 0 20 60 GRAPHIC 20S' CALE LEGEND Firelane Proposed Sidewalk Ex. Concrete Proposed Wheel Stop Typical \ Existing Fire Hydrant Proposed Fire Hydrant BFR Barrier Free Ramp ENGINEER: Cross Engineering Consultants, Inc. 131 S. Tennessee St. McKinney, Texas 75069 Phone (972) 562-4409 Fax (972) 562-4471 Contact: Jonathan D. Hake, P.E. ARCHITECT: Matt King Architect 4308 Cherry Lane Melissa, Texas 75454 Phone (469) 742-0678 Contact: Matt King SURVEYOR: Ringley & Associates 701 S. Tennessee St. McKinney, TX. 75069 Phone (972) 542-1266 Fax (972) 542-8682 Contact: Lawrence Ringley i I m I O 2 m 71 J I M / I i Old Concrete Slab \---------------- ��� m I ro. 7 + — — —I— 0 IHO 3HO ]HO IHO ]HO JHO 3HO — 3HQ '-,]HO 3HO 1110 13HO MHO Jr `y •: DBH q1 i YH (4) ) ++++++,+y+++ + + + + + + + + + + + + + + GLC (35) 0 \ ® �+ + ± +—++�+�+r` +±+ + +�+++++++++++++ t+ a .•• � ++++ ++++++++++++++++++ + + + + + + + + + + + + + + +�+� + m }}, J (39) I I I c,0 9 � L 40) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I I — ----\/� ++++ +++++ + +++++++ +�(+ ++++y+ I++ + +++ + ++++I + + + (4+++++++++++++++++++++ + +++-++++ +++++++++ +++++ + AJ (6 -X+ + + + ,X+ +h+io ++ +e ++++ 06 I N H 9 \ I +�I+++ () + + AMG I I 706 '� I AS —++ ++ '. ---- ------ I + \\ \ \ I ++ /I �Y"(5) �" --------I------------------ // \\\ \ x I ++ I � I DYH 3) \ :'�'.: I \ \ \ \ I +++ + DYH (5) DYH (5) \ I + ++I / ® \ \ + -- I + + ° + I I AM CELL + G (3) \ \ + ,. .. AMG (3) I ° 1 X, TOWER I + �L L •� ° e, a' d , . � . p. ° � WL (40) I I 1 0 +++++r I I LDYH (3 a + + + . • o + L I L I + + I+ + + `V + ; I I + — — — I ++ ca + DBH (2) I + I I + iv 5,462 SF + I I + + AU�TOM OTI VE + I ++++ 7 200 SF - I+ I I FUTURE RETAIL DBH (20) BH (13) \ Choi ' k Fence +++ FF 707.0 x DYH (11) +\ \ + + ++ ca WIL () \ ++++ ° + A + p + + ++ n _ + cn v; n \ + I AMG( + v y y 70 y w w w y GLC (5) I \ ++ + 7 W W W W W ; . \ \ \ \DENOTES NATIVE SEED IMIX ++++f+ + + I \ \ + v y v v 70 —AM(3) \ r — — — — — \ \ I + + + \ + a \ "Y • t "Y "Y "Y "Y "Y \ � + + + + +++ :err . + .. — _ — \ \ I J \ i I I +� + + --�— I fi g \------- \�o�II n��� _fT• l \______--__c,• ___.. •� .. ., W �� W�_ + + ++ + p + ++ + + + + + +y+ +O+++ +++++++++++ + + �+++++; + + + + + + + + + + + + + + + + + T, + + + + + + + + + + + + + + + + _ +_ + + + + + + + + + + + + ++ + + piye+++++++++++ +++++++o +++++ + + + + + �+ + + + +++ +� + + +++ + + + o + + + + + + +++ + ++++++ + + + +++++ + + ++ + + + + + + + + + + + + + + + + + + R--f-aa+++ + + + + + + + ++ ++ ++ + ++++ +++ + ++ +++ +++++ ++++ ++ + + + + + + +++ + + + + +++ +�+X _ ++ 10 - ++ ++ — DENOTES 'DRAINFIELD' SEED MIX a X —W d Fence X X X X X _I a o X Wood Fence V a 01 �0 o m I PROPOSED WALL I I� N m I I SPACE PLANTS ACCORDING TO QUANTITIES INDICATED z PER PLANT AREAS AND PLANT SCHEDULE.. SET PLANTS IN STAGGERED ROWS AS SHOWN. (36 INCHES USED AS EXAMPLE). �18 IN.��'��I 36 IN. PLANT SPACING DETAIL NOT TO SCALE REMOVE ALL TAGS, TWINE OR OTHER NON -BIODEGRADABLE MATERIALS ATTACHED TO THE PLANT OR ROOT MASS. PRUNE PLANT TO REMOVE DEAD OR BROKEN BRANCHES. 4 INCH DEPTH OF MULCH. DO NOT PLACE MULCH O IN CONTACT WITH PLANT TRUNK. MAINTAIN THE o MULCH WEED FREE. 3 r rl- 5 MULCH SHALL BE KEPT MIN. 2INCHES AWAY FROM TRUNK OF PLANT.C. o w 4 r w ° eo o °O° it SHRUB PLANTING DETAIL NOT TO SCALE PLANT PIT TO BE AT LEAST 2X WIDER THAN ROOT BALL. SCARIFY AND ANGLE SIDES OF THE HOLE. REMOVE CONTAINER FROM ROOT MASS. LOOSEN ROOTS FROM POTBOUND PLANTS BY SCORING OR PULLING. DAMPEN SOIL PRIOR TO PLANTING. BACKFILL HOLE WITH THOROUGH MIXTURE OF 1 PT. SAND, 1 PT. ORGANIC HUMUS, 1 PT. NATIVE TOPSOIL. AMENDMENTS SHALL BE ADDED TO SOIL BASED ON RESULTS OF SOIL TESTS.. PLACE BOTTOM OF ROOT BALL ON ON TAMPED SOIL THAT HAS BEEN SETTED WITH WATER. PLANT SOIL LEVEL SHALL BE 1" HIGHER THAN SURROUNDING GRADE. TAMP SOIL AROUND ROOT BALL LIGHTLY WITH FOOT OR HAND PRESSURE TO PREVENT SHIFTING. PROVIDE DRAINAGE IN PLANTING PIT AS DEEMED NECESSARY BY A SOIL PERCOLATION TEST. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. STAKE TREE ONLY AT THE APPROVAL OF THE c LANDSCAPE ARCHITECT. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. 4 INCH DEPTH OF MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED FREE. MULCH RING TO BE 6 INCH DIAMETER MIN., 8 INCH DIAMETER PREFERRED. TAMP SOIL AROUND ROOT BALL FIRMLY WITH FOOT PRESSURE TO PREVENT SHIFTING. TREE PLANTING DETAIL NOT TO SCALE Notes I No changes shall be made to the plans, including plant material type and location without prior approval from Landscape Architect or Owner. Landscape areas shall be kept free of trash, litter, weeds and other such material or plants not a part of the landscaping. All plant material shall be guaranteed for a period of 1 year from date of installation completion. Wording to this effect shall be include in Contractor's proposal. The Contractor shall notify the Landscape Architect in writing of discrepancies between the plans and actual site conditions prior to commencing work. Failure to do so shall be interpreted as the Contractor accepting such conditions and responsible at no additional cost to Owner, for any future adjustments that need to be made. All work shall be in accordance to plans. Any defective work shall be corrected at no additional cost. The quality of the plant material is subject to the approval of the Landscape Architect and may be rejected before or after installation. All plant material must meet all American Standard for Nursery Stock Standards (ASNSS). All areas to be sodded shall first be tilled to a uniform depth of 4 inches in two, crossing directions. After the initial tilling operation, incorporate 1,500 pounds per acre of 10-20-10 fertilizer or as specified by a soil test. Apply amendments as specified by a soil test. Sod strips shall be pulled tightly together in a neat orderly manner. Do not overlap sod strips and do not use any strips that exhibit weak or thin soil. Installed sod that turns yellow shall be given 7 days to recover before it will be rejected. Replace rejected sod by completely and uniformly cutting out area to make the repair. TREE PIT TO BE 3X WIDER THAN ROOT BALL. SCARIFY AND ANGLE SIDES OF THE HOLE. After installation, the sod shall be rolled in two directions with a roller not weighing less than 100 lbs. per square SET TOP OF ROOT BALL 1 INCH ABOVE FINISH foot. GRADE. Sod shall be weed -free and without bare spots greater than 6 square inches at the end of 30 days from the date PLACE BOTTOM OF ROOT BALL ON of planting. UNEXCAVATED OR TAMPED SOIL. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP Amendments shall be added to each planting pit and bed area. FROM TOP HALF OF ROOT BALL. All burlap material on balled and burlapped plants shall be the type that decomposes within two years. Synthetic BACKFILL HOLE WITH EXISTING SOIL. or plastic type wrappings are not allowed. AMENDMENTS SHALL BE ADDED TO SOIL BASED ON RESULTS of SOIL TESTS.. After setting balled and burlapped plants, remove the top 1/3 of the burlap and completely remove all binder twine. No burlap shall show above the surface. THE TOP OF ROOT BALL SHALL NOT BE COVERED WITH SOIL. All planting areas shall be graded smooth, without the presence of low spots, depressions or irregular humps. PROVIDE DRAINAGE IN PLANTING PIT AS Areas around planting beds shall be constructed to re -direct drainage around and away from planting areas. All DEEMED NECESSARY BY A SOIL PERCOLATION planting areas shall be constructed and graded to ensure positive drainage away from structures. TEST. Cedar mulch shall be applied within 24 hours of planting of new plant material. Mulch shall be spread evenly to a settled depth of 4" around all trees and shrubs to the limits of the planting beds as shown on plans. All plantings shall be "watered in" by flooding the backfield hole within the same working day upon which they were planted. All plants shall be adjusted as necessary to ensure correct depth of planting, vertical alignment and/or to compensate for settling. Soil shall be firmed around around each plant as final adjustments are made. Denotes Existing Tree to be Removed Existing Trees to be Removed C:alinar .nariaS 5' DRAINAGE EASEM Doc. No. 20060619000 D.R.C.C.T. 5' DF Doc. No. 6" & 8" Double Trunk Hackberry 11" Hackberry 8" Double Trunk Hackberry 6" & 7" Double Trunk Hackberry 15" Hackberry 12" Double Trunk Hackberry 12" Double Trunk Hackberry 8" Hackberry 22" Hackberry 8" Double Trunk Soapberry 8" Double Trunk Soapberry 9" Double Trunk Soapberry 7" Oak 7" Oak 12" Double Trunk Bois D' Arc 11" Hackberry GRAPHIC SCALE: V = 20' 1 7 NORTH 0 10 20 40 PROPOSED TREES Symbol Key Name Size Spacing Elm, Bosque Lacebark 3" Cal./ As \[f�j LE ulmus parvifolia 7' Ht. Scaled LO Oak, Live Quercus 3" Cal./ As Scaled virginiana 7' Ht. BC Cypress, Bald Taxodium distichum 3" Cal./ 7' Ht. As Scaled PROPOSED PLANTS Symbol Key Name Size Spacing \ DBH Holly, Dwarf Burford 3 Gal./ 36" Ilex cornuta 'Dwarf Burfordii' 2' Ht. ® GLC Cotoneaster, Grayleaf 3 Gal. 48" Cotoneasterglaucophyllus NSH Holly, Nellie R. Stevens 7 —.1 36" 36" Ilex x 'Nellie R. Stevens 3' Ht. DYH Holly, Stoke's Dwarf Yaupon 'Stoke's 3 Gal. 36" Ilex vomitoria Dwarf 0 WL Ligustrum, Waxleaf 3' Ht. 48° Ligustrum japonicum Sage, Autumn AS Salvia greggii 3 Gal. 30" AMG Grass, Adagio Maiden 'Adagio' 3 Gal. 36" Miscanthus sinensis Jasmine, Asian \ AJ Trachelospermum asiaticum 4" Cont. 18" Common Bermuda Solid Sod or Hydrosprigs to Limits of Disturbance - Native Grass Seed to Limits of Disturbance- To be mixture of Indian ++++ + + + + Grass, Little Bluestem, Sideoats Grama, Prairie Wild Rye. Seed at Rate of 1 pound per 200 s.f.. Drain Field Seed Mix- 3,700 s.f. +/- W "Drainfield" Seed Mix Contains the Following; W W Big Bluestem Cereal Rye Grain Eastern Gamma Grass Green Sprangletop Prairie Wildrye Switchgrass White Tridens Seed at Rate of 1 pound per 200 s.f. Native seed mix available from Native American Seed, Junction, Texas. Follow seed supplier recommendations for site preparation, planting and establishment. The contractor shall be responsible for providing a full stand of native grass within one year of date of seeding completion. Grass should be left to grow to mature height. Cut back to no less than 4" in early spring. Note: The Contractor shall verify all quantities. Contractor responsible for providing all plant material as indicated by symbols on plan. Irrigation Affidavit All landscaped areas shown on plan shall be irrigated by an automatic underground with rain and freeze sensors and evapotranspiration (ET) weather based controller and said irrigation system shall be designed by a qualified professional and installed by a licensed irrigator. LANDSCAPE REQUIREMENT CALCULATIONS Required Percentage of Total Site Landscaping Min.10% Site Area 1.92 Acres Proposed Landscape 0.44 Acres Area Percentage of Site to be 22 91 % in Living Landscape Required # Trees Along Street Buffer 1 per 40' (W. White Street) Length of Street 180.06' Frontage Buffer Number of Trees Required 5 Number of Trees Provided 5 Required # Trees Along North Property Line Residential Buffer 1 per 40' Length of Buffer 180.00' Number of Trees Required 5 Number of Trees Provided 5 Required # Trees Along East Property Line Residential Buffer 1 per 40' Length of Buffer 289.54' Number of Trees Required 7 Number of Trees Provided 7 Required Percentage of Street Yard Landscaping Min.15% Street Yard Area 8,084 s.f. Street Yard 3,162 s.f. Landscaped Area Percentage of Street Yard 39.11 % Landscaped Number of Site 52 Parking Spaces Number of Trees Required 6 1 Per 10 Spaces Number of Parking Lot 10 Trees Provided a p w Us L9 I U X o F U N 0. Z L —.n w a U CO 3 UJ W Q U1 0 z� Q °' E o T s = J w W rr� Y! L9 z z T M Y M ao Q J z a o 0 a J_ 3 0 z Q 0 v J O� wit S P84% Q� q�F OF Z Q J LU Q U Cn 0 QZ II J F- F_ Z a mom O ry W n� LLI Z 0. W Ov U) Q ~ X �'�"J W W � ~ 0— 0 Q JOZz 0 o' a Z 0 F_ IL af 0 U) w 0 Z 0 L0 w Of w Q 0 w af DATE: 3-6-2018 LANDSCAPE PLAN SHEET NO: L1.01 ASPHALT — SHINGLES 10' P LAT PTD FACIA PT1 4"H CMU CLEAR AN( ALUM WIN[ 8"H CMU n 26' west elevation scale: 3/16" = 1'-0" Material schedule PT1: SHERWIN WILLIAMS: SW 9170 ACIER 2 east elevation scale: 1/8" = 1'-0" 3 north elevation scale: 1/8" = 1 '-0" Esouth elevation scale: 1/8" = 1'-0" _IT FACE MATTHEW KING ARCHITECT Architecture • Design • Planning Phone: 469-742-0678 mattking@mkingarchitect.com www.mkingarchitect.com ©Matthew King Architect PRELIMINARY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. FOR INTERIM REVIEW ONLY. MATTHEW P. KING ARCHITECT TX REGISTRATION NO. 17957 Owner March 6, 2018 Brian Roper PO Box 576 McKinney, Texas 75070 Project: Auto Repair 916 W. White Street Anna, Texas 75049 Scale: as noted Issue For: Site Plan: March 6, 2018 Sheet Number: Exterior Elev's ASPF SHIN EIFS PT2 PTD PT1 4"H CLEF ALUM 8"H west elevation scale: 3/16" = 1'-0" Eeast elevation scale: 3/16" = 1'-0" 2 south elevation scale: 3/16" = 1'-0" 2 no elevation scale: 3/16" = 1'-0" 1 /2" VEE JOINT Material schedule PT1: SHERWIN WILLIAMS: SW 9170 ACIER PT2: SHERWIN WILLIAMS: 7015 REPOSE GRAY CMU1: FEATHERLITE 707 APACHE BROWN CMU2: FEATHERLITE 707 TEXAS CREME SPLIT FACE SHINGLES: TIMBERLINE GREY MATTHEW KING ARCHITECT Architecture • Design • Planning Phone: 469-742-0678 mattking@mkingarchitect.com www.mkingarchitect.com ©Matthew King Architect PRELIMINARY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. FOR INTERIM REVIEW ONLY. MATTHEW P. KING ARCHITECT TX REGISTRATION NO. 17957 Owner March 6, 2018 Brian Roper PO Box 576 McKinney, Texas 75070 Project: Retail Shell 916 W. White Street Anna, Texas 75049 Scale: as noted Issue For: Site Plan: March 6, 2018 Sheet Number: A2ml Exterior Elev's THE CITY OF Aiftha AGENDAITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Discuss/Consider/Act on recommendation regarding "Bartolome" final plat. SUMMARY: The Bartolome Final Plat is located at 316 E 6th St and is in the Guinn Morrison Survey, Abstract No 559. The plat contains 0.286 Acres (12,477 sq. ft.) and is being platted for a potential 425 sq. ft. addition to his home. This area is in the older part of Anna has not been platted before. The lot currently contains an existing single family structure and a detached garage. The Final plat layout is in conformance with the existing zoning. Please note that the existing house is bisected by the 25' front setback and is setback from the center line of 6th Street by 45.1 feet. The house is a legal nonconforming structure since it was built prior to adoption of Anna's Zoning Ordinance adoption and the setback requirements. The proposed expansion is at the back of the house. STAFF RECOMMENDATION: Approval of the Bartolome final plat. ATTACHMENTS: Description Location Map Final Plat Upload Date Type 3/29/2018 Exhibit 3/28/2018 Exhibit w z w Q } w J ry W 2 U) 3/8"IRF edge of pavement 0 - - - _ _ f 06th Street — 0 (asphalt road lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrl � I N M mD M o a ° — — — — � — — — — — — — Power East 309.12' (deed calls 310') pole fl2"IRF chain link WM i ° o° ° o° � chain link fence post S89°5844"E 100.00' oy\- fence post 1/2' imn rod found bears N291645"W 0.78' '3/8" IRF (not acepted) I , D P oN POINT OF II BEGINNING 14.5 0 0 44.6 ° o o /�n n s o o w, FCP F 13.3 N I Story Frame Res. /� 25' Bldq. Setback o- (Remain) / �/Z�/42.5wood fence 11.3 �lb Proposed Addition o �j (Apprx. 425 sq.ft.) o 320 E 61h Street 11 2 c 42.5 �s ° Alicia C. & Cirilo Lopez O 5.8 N ' " o U called 0. 1440 Acres 306 E. 6th Street O 18.1 14.0 O 3.1 0 0 e o a Vol. 4235, Pg. 6.37, C.C. . R. Armando M & Katie R Corcia M concrete slab m °gravel°drive, i called 0.2860 Acres (Remain) a CCJ 96-0072607 CCLR. 41.9Ljj A p N 316 E 6th Street p ' ° poiey O called 0287 Acres CC( 20771102007464930 11.7 M o 20.3 O 00 o � m ~ N 3 O A A w 00 0 /Ca art (Remainj,\ I I I I Deed calls 100.00' 1 /2"IRF (CM) wood fence chain link fence N89051'30"W 0 I o� 507 E. 7th Street 317 E 7th Street N OUNY Living Trust a Christi Jenkins Legend Roome Cpd.IRS Roome Capped Iron Rod Set CCLR Collin County Land Records IRE Iron Rod Found CM Controlling Monument LP Light Pole WM Water Meter >< WV Water Valve 0 GM Gas Meter • PP Power Pole OH Overhead Lines • Chain Link Fence — — Wood Fence E Guy called 0,2880 Acres Ucalled 0. 1455 Acres CC# 20160824001119020 CC# 20070420000557JSO C.CL.R. C. C. L.R. _N w 0 0 0 z a wood fence calls 100 ) 52J E 7th Street Brooke Hendricks called 0. 150 Acres CC# 20 16 11,3000 16220 /0 C. C.L.R. iron pipe 3/8"IRF found — — N89'32'54"E 49.74' (deed call 49.68') /r/ r/r/ r/rl r/r/ 5/8"IRF — 7link • chain fence • 405 E 7(h Street Allen & Marie Major called 0. 1503 Acres Volume 5976, Page 4243, CCLR. M I L — r lrlr lrlr lrlr lrlr lrlr lrlr !rlr edge of nnvement Called 60 Foot Wide Street Reservotion Volume 302, Page 558 CCLR March 12. 1936 Roome Cpd.IRF — I I Rogelio Jc & Norma Sambrono Doc. No. 95-0078412 CCLR I Roome Cod IRE — I I r` 0 I I Martin C. & Sylvia Y. Chandler Doc. No. 93-0109505 CCLR wood.fnc. Robert Alguire Vol, 2033 Pg. 49 CCLR s �L I I I I Axle I I edge Of2avement r/r/ East 7th Street Called 60 Foot Wide Street Reservation I/olume 302, Page 538 ORCCT March 12, 1936 Irlr lrlr lrlr Irlr Irlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr lrlr edge of pavement Notes: 1) CM is a controlling monument; 2) Surveyor's signature will appear in red ink on certified copies; 3) Source bearing per 0.363 acre tract of land as recorded under County Clerk No. 95-0078412 of the Collin County Land Records; (4) No part of the subject property lies within a Special Flood Hazard Area inundated by 100—year flood per Map Number 48085CO160J of the F.E.M.A. Flood Insurance Rate Maps for Collin County, Texas & Incorporated Area dated June 2, 2009. (Zone X); 5) This survey was performed without the benefit of Title Commitment. And is subject to any all easements of record. Certificate of Approval Approved this —__day of 2018, by the City Council of the City of Anna, Texas. Christian Lance Properties, Inc. Vol. 2033, Pg. 49 DRCCT 0 I I I I Roome RoomCBGe 1 "IRF East 12.07' Cpd.IRF East 50.00' Cpd.IRF East 151.95' Cpd.IRF METES & BOUNDS DESCRIPTION SITUATED in the State of Texas, County of Collin, and City of Anna, being part of the Guinn Morrison Survey, Abstract No. 559, and being all of a called 0.287 acre tract of land as recorded under County Clerk Number 20171102001464930 of the Collin County Land Records with said premises being more particularly described as follows: TE BEGINNING at a Paid d'arc fence post found in the south right—of—way of East 6th Street, marking a point in the west line of a called 0.1440 acre tract as recorded in Volume 4235, Page 637 of the Collin County Land Records, the northeast corner of said 0.287 acre tract, and the northeast corner of the herein described premises; THENCE departing said right—of—way of East 6th Street, and with the east line of said 0.287 acre tract, said premises, the west line of said 0.1440 acre tract, and a called 0.1503 acre tract as recorded in Volume 5976, Page 4243 of the Collin County Land Records, South 00'35'57" West, 125.21 feet to a 5/8" iron rod found marking the southeast corner of said 0.287 acre tract, said premises, and the northeast corner of a called 0.150 acre tract recorded under County Clerk Number 20161130001622010 of the Collin County Land Records; 0' 20' 40' THENCE with the south line of said 0.287 acre tract, said premises, the north line of said 0,150 acre tract, and a called 0.1435 acre tract recorded under County Clerk Number 20070420000537380 of the Collin County Land Records, North 89'51'30" West, Scale: 1 "=20' 99.46 feet to a 1/2" iron rod found for the southwest corner of said 0.287 acre tract, said premises, the northwest corner of said 0.1435 acre tract, and marking a point in the east line of a called 0.2880 acre tract recorded under County Clerk Number 20160824001119020 of the Collin County Land Records; THENCE with the west line of said 0.287 acre tract, said premises, the east line of said 0.2880 acre tract, and a called 0.2860 acre tract recorded under County Clerk Number 96-0072607 of the Collin County Land Records, North 00'21'17" East 125.00 feet to a 3/8" iron rod found in the south right—of—way of East 6th Street, marking the northwest corner of said 0.287 acre tract, and the northwest corner of said premises; THENCE along the south right—of—way of East 6th Street, and the north line of said 0.287 acre tract, said premises, South 89`58'44" East, 100.00 feet to the place of beginning and containing 0.286 acres or 12,477 square feet of land. OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEAN BY THESE PRESENTS: THAT, Laredo Bartolome acting herein by and through it's duly authorized officers, does hereby adopt this plat designation the hearnabove described property as Bartolome Final Plat, 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 indicate on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of construction, 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. EXECUTED this — -- day of — — — — --, 2018 Loredo Bartolome STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Laredo Bartolome, 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 day of — , 2018 Notary Public for the State of Texas SURVEYOR'S CERTIFICATE THAT I, F. E. Bemenderfer Jr., do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon shall be properly placed, under my personal supervision, in accordance with the subdivision regulations of the City of Allen, Texas. Dated this ___ day of -- — — — —, 2018. OF TF� G�•STFR�iP ................................... F.E. BEMENDERFER JR. ................................... F. E. Bemenderfer Jr. .. •-o 4051 v Registered Professional Land Surveyor P e No. 4051 S S �? °F 4 qND suRVEyo STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared F. E. Bemenderfer Jr, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this — — — — day of ----------, 2018, -------------------- Notary Public for the State of Texas Bartolome Final Plat 316 East 6th Street 0.286Acres Being all of CC# 20171102001464930, CCL R Guinn Morrison Survey, Abstract No. 559 City ofAnna, Collin County, Texas February 2, 2018 Revised- March 28, 2018 P: � AC � 2018Q1 AC841265.dwq OWNER SURVEYOR Loredo Scrtolome Roome Land Surveying, Inc. Mayor, City of Anna, Texas City Secretary 516 6th Street 2000 Ave G, Suite 810 Anna, Texas 75409 Plano, Texas 75074 (P) 469-534-7034 972-42.34372 (Emai( bar1o1ome1oredo88@gmcAcom Attn: Fred Bemenderfer fredb@roomeinc. com THE CITY OF Aiftha AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on a recommendation for the Development plat for Treasured Vessels. The development plat for your review is located within Anna's exterritorial jurisdiction and generally known as 8839 County Road 512. The tract is in the W.W. Roberts Survey, Abstract No. 785 and contains 26.19 acres of land. The owner is proposing constructing a series of small residential units. The location is outside Anna City limits but within the ETJ. The City of Anna does not have land use jurisdiction in the extraterritorial jurisdiction. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approve the Treasured Vessels development plat. ATTACHMENTS: Description Upload Date Type Location Map 3/29/2018 Exhibit Treasured Vessels Development Plat 3/29/2018 Exhibit VICINITY MAP 1 " = 4000' 1, 1/2-INCH IRON PIN FOUND 89` 14'07" W I- 1/2-INCH IRON PIN FOUND 30.00'- 0 L0 I 0 146.71' I I I I Clerk's File No. 20170109000030110 I I I S 89'40'31 " E 870.73' f-1 /2-INCH IRON PIN FOUND 0 / N 0)1 0 00 /2-INCH p1/ IRON PIN FOUND / EXISTING / HOUSE BEGINNING SOUTHWEST CORNER 26.19 ACRE TRACT BUILDING / ENVELOPE -1/2-INCH IRON PIN FOUND FIRM: BRUCE GEER, SURVEYOR FIRM REGISTRATION # 10150700 VOLUME 5138 PAGE 3950 DESCRIPTION 26.19 ACRES SITUATED in Collin County, Texas, in the W. W. Roberts Survey, Abstract No. 785, being a survey of the 26.19 acre tract described in a deed from Harold W. Hall and wife, Jettina Hall to Meranda Lee Phebus, dated March 20, 2002, recorded in volume 5138, page 3946 of the Collin County deed records, being described by metes & bounds as follows: BEGINNING at the southwest corner of said 26.19 acre tract, in the center of Road 512(east-west paved road); same being the southeast corner of the 2.12 acre tract recorded as clerk's file no. 20170109000030110; a 1/2-inch iron pin found bears North 03`10'36" East, 30.00 feet; THENCE North 03'10'36" East, with the west line of said 26.19 acre tract and the east line of said 2.12 acre tract, passing said 1/2-inch iron pin set at 30.00 feet and continuing in all, 570.43 feet to a 1/2-inch iron pin set at the west-northwest corner of said 26.19 acre tract and the northeast corner of said 2.12 acre tract; same being the south-southeast corner of the 24.07 acre tract recorded in said clerk's file no. 20170109000030110; THENCE North 47'08'19" East, with the northwest line of said 26.19 acre tract and the southeast line of said 24.07 acre tract, 601.20 feet to a 1/2-inch iron pin set at the north-northwest corner of said 26.19 acre tract and the inside corner of said 24.07 acre tract; THENCE South 89°40'31" East, with the north line of said 26.19 acre tract and a south line of said 24.07 acre tract, 870.73 feet to a 1/2-inch iron pin found at the northeast corner of said 26.19 acre tract and the east-southeast corner of said 24.07 acre tract; same being in the west line of the 28.10 acre tract recorded in volume 5138, page 3950; THENCE southerly with the east line of said 26.10 acre tract and the west line of said 28.10 acre tract as follows: South 02`48'19" West, 214.03 feet to a 1/2-inch iron pin found; South 1 1'46'38" West, passing a 1/2-inch iron pin found at 764.19 feet and continuing in all 794.19 feet to a point in said Road 512 at the southeast corner of said 26.19 acre tract and the southwest corner of said 28.10 acre tract; THENCE North 89'08'05" West, with said Road 512 and with the south line of said 26.10 acre tract, 1170.57 feet to the PLACE OF BEGINNING and containing 26.19 acres. The above described tract was surveyed on the ground and under my supervision. Office work completed on March 16, 2018 "&Bruce Geer i Registered Professional Land Surveyor, No. 4117 1101 W. University Drive McKinney, Texas 75069 972-562-3959 972-542-5751 fax According to Flood Insurance Rate Map No. 48085CO180J, dated June 2, 2009, the 26.19 acre tract shown hereon is not within the 100 year flood plain. E.F. ;�4 5. G .cP BRUCE GEER 4117 - 6 S UR �y0 Bearing base and controlling monuments: Calculated line between 1/2-inch iron pin found in angle point in east line of 26.19 acre tract, 1/2-inch iron pin found 30.00 feet offset southwest corner of 26.19 acre tract and 1/2-inch iron pin found 30.00 feet offset southeast corner of 26.19 acre tract recorded in volume 5138, page 3946 of the Collin County deed records. 100 0 100 200 Scale: 1" =100' OWNER: MERANDA LEE PHEBUS & JUSTIN PAUL PHEBUS 8677 ROAD 512 ANNA, TEXAS. 75409 SURVEYOR: BRUCE GEER, R.P.L.S., NO. 4117 1101 W. UNIVERSITY DRIVE(U.S. HIGHWAY 380) MCKINNEY, TEXAS 75069 972-562-3959 972-542-5751 FAX DEVELOPMENT PLAT IYI[7�1YMR1�E VESSELS CITY OF ANNA 26.19 ACRES OF LAND LOCATED IN THE W. W. ROBERTS SURVEY, ABSTRACT NO. 785 COLLIN COUNTY, TEXAS FEBRUARY 19, 2018 0 DENOTES A 1/2-INCH IRON PIN SET UNLESS OTHERWISE NOTED THE CITY OF Aiftha AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on a recommendation concerning Mudpies Addition Lot 1 R and Lot 2 final plat. The "Mudpies Addition" final plat is located at 817 S. Interurban Street. The final plat is adding lot 2 and extending an access easement from Lot 1 to Lot 2. Currently, an existing house that is not occupied exists on lot 2 while a daycare (Mudpies and Lullaby's) exist on lot 1 r. The purpose of this plat is to provide access to the property north of the Mudpies and Lullaby's daycare for additional non -required parking. Both lots are owned by same owners. The submittal meets the City of Anna subdivision rules and regulations. '3 N*Rre]►,IJ,141!1my-IN III us] kiA ATTACHMENTS: Description Location Map Mudpies Final Plat Upload Date Type 3/29/2018 Exhibit 3/29/2018 Exhibit M. 455) I I EARL POWELL ADDITION CABINET K, SLIDE 135 PLAT RECORDS, 6 COLLIN COUNTY, TEXAS I I POINT OF BEGINNING --------I------------------- S89°00'15"E 256.43' 6 4.0' I 39 n' 1 /2" IRF CO LO � II w N 00 O z (lam\00 o N m I Z O n z xl�l 1/2" IRF I �I LOT 2, BLOCK A 29,281.8 SQ. FT. 0.67 ACRES GAO L10 L12 G� o 24' MUTUAL INGRESS/EGRESS EASEMENT � C1 24' FIRELANE/MUTUAL INGRESS/EGRESS EASEMENT v� r co 0-1A r» I I 5 I I I I I-------------------------- I 1 /2" IRF 0 GUADALUPE MORIN 0 810 S. RIGGINS STREET O ANNA, TEXAS 75409 O COUNTY CLERK'S FILE NUMBER O 20081010001210000, DEED RECORDS, O COLLIN COUNTY, TEXAS ' 1/2" IRF I S89°00'15"E 104.01' MUDPIES ADDITION LOT 1 R, BLOCK A 41,479.1 SQ. FT. 0.95 ACRES N89°00'15"W 366.91' ANNA INDEPENDENT SCHOOL DISTRICT Volume 422, Page 253, DRCCT CURVE TABLE CURVE LENGTH RADIUS C1 12,24 54.00 C2 6,80 30.00 C3 13,47 30,88 C4 12,25 54.00 C5 6,80 30.00 C6 28,27 18.00 C7 35,06 30.00 C8 35,06 30.00 C9 15,27 10.00 C10 64.14 42.00 CI OF ANINIA, TEXAS FM 455 ( HITE STREET) W � � � w W � 3 Q ~ _ CD CD W zX LOCATION MAPN. T. S LINE TABLE LINE LENGTH BEARING L1 75,09 N89°00'15"W L2 17,11 S78°00'23"W L3 35.53 N88°59'55"W L4 27.26 S01°38'18"W L5 22.87 S88°59'43"E L6 17,11 N78°00'23"E L7 75,09 S89°00'15"E L8 24,00 N00°59'45"E L9 57,00 N00°59'47"E L10 24,00 N89°00'13"W L11 57,00 S00°59'47"W L12 19.79 N89°00'13"W L13 67.27 S89°00'15"E L14 2.57 N00°59'47"E --- PROJECT SITE STATE OF TEXAS 30 0 30 60 COUNTY OF COLLIN ( IN FEET) WHEREAS, BLIK INVESTMENTS, LLC, is the Owner of MUDPIES ADDITION, an addition to the City of Anna, in the G. STARK SURVEY, 1 inch = 30 ft. ABSTRACT NO. 798, COLLIN COUNTY, TEXAS, according to the plat recorded in County Clerk File No. 20110609010000890, Official Public Records, Collin County, Texas, and a tract of land in the G. STARK SURVEY, ABSTRACT NO. 798, COLLIN County, Texas and being the tract conveyed to BLICK Investments, LLC, by deed recorded in County Clerk File Number 20151103001390640, Deed Records, Collin County Texas, and property now being more particularly described as follows: BEGINNING at an iron rod found for corner at the northwest corner of subject land conveyed to BLICK Investments, same being on the east right of way line of Interurban Street, (variable width right of way); THENCE South 89° 00' 15" East, 256.43 feet to a 1/2" iron rod found for the northwest corner of a tract conveyed to Guadalupe Morin -- by deed recorded in County Clerk File Number 20081010001210000, Deed Records, Collin County, Texas; THENCE South 00° 00' 00" East, along the west line of said Morin tract, 113.50 feet to the north line of said MUDPIES ADDITION; THENCE South 89° 00' 15" East, along the north line of said MUDPIES ADDITION, 104.01 feet to the west right of way line of Riggins Street, (variable width right of way); THENCE South 00° 00' 00" West, along the west right of way line of Riggins Street, 113.57 feet to the southeast corner of said MUDPIES ADDITION, same being on the north line of a tract conveyed to Anna Independent School District by deed recorded in Volume 0 422, Page 253, Deed Records, Collin County, Texas; 3 P O " Q THENCE North 89' 00' 15" West, along the north line of said Anna Independent School District, 366.91 feet to a 1/2' iron rod found on the east right of way line of Interurban Street; Z THENCE North 01 ° 38' 18" East, along the east right of way line of Interurban Street, 227.05 feet to the point of beginning, and Cn containing 70,760.8 square feet or 1.62 acres more or less. w - I— NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: f-34.5' 1/2" IRF 845, U) That BLIK INVESTMENTS, LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the 1/2" IRS'! T 25.0' 25.0' Z Q herein above described property as MUDPIES ADDITION, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets, rights -of -way, and other public improvements shown thereon. The streets and alley, i'— if any, are dedicated for street purposes. The easements and public use areas, as shown, are dedicated, for the public use forever, N for the purposes indicated on this plat. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easement, if o I W approved by the City of Anna. In addition, utility easements may also be used for the mutual use and accommodation of all public O L1J o utilities desiring to use or using the some unless the easement limits the use to Anna's use thereof. The City of Anna and public O w utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other �— Q improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their U) I Ld 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, imspecting, patrolling maintaining, reading -' I I Zo Q Q o meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from z —� (n 3 w Q O anyone. That the undersigned does hereby convenant and agree that they shall construct upon the fire lane easements, as dedicated and shown 0 � � < � w 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 o 0 ® 00v of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor 25.0' 25.0' I vehicles, trailers, boats or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements 1/2" IRF1/2„ IRF~ 34.5' 84.5' �I so.o' is the responsibility of the owner, and the owner shall post and maintain appropirate signs in conspicuous places along such fire lanes, I 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 plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Anna, Texas. WITNESS, my hand this the ---------------day of --------------, 2018. B Y: KNOW ALL MEN BY THESE PRESENTS: That I, Xavier Chapa, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the Subdivision Ordinance of the City of Anna. Signature of Registered Public Land Surveyor Registration Number 2568 STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Xavier Chapa, Registered Public Land Surveyor, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and considerations therein expressed. Given under my hand and seal of office, this ----------------day of . 2018. ------------------------------- Notary Public in and for the State of Texas My Commission Expires On: LEGEND: DRCCT - DEED RECORDS, COLLIN COUNTY, TEXAS IRF - IRON ROD FOUND IRS - IRON ROD SET R.O.W. - RIGHT-OF-WAY NOTES: This tract is located in Zone X, outside the 100—year flood plain, according to the FEMA Flood Insurance Rate Map for Anna, Texas, Map Number 48085CO160 J, dated June 2, 2000. NOTICE: Selling a portion of this addition by metes and bounds is a violation of City ordinance and State law, and is subject to fines and withholding of utilites and building permits. --------------------------------------------------- DANIELLE DORMAN CHAPA, Authorized Signature on behalf of Owner, BLIK INVESTMENTS, LLC ---------------- Printed Name and Title STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared DANIELLE DORMAN CHAPA, ON BEHALF OF BLIK INVESTMENTS, LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this ----------------day of ------------------, 2 018 . CITY APPROVAL Approved this ----------------day of City Council of the City of Anna, Texas. Mayor City Secretary ------------------------------- Notary Public in and for the State of Texas ------------------- My Commission Expires On: 2018, by the OWNER: MARANOT BLIK INVESTMENTS, LLC Xavier Chapa Engineering/Surveying CONTACT: DANIELLE DORMAN-CHAPA A MARANOT SUBSIDIARY 2802 ADAM S P.O. Box 153311 Irving, Texas 75015 M ELI SSA, TEXAS 75454 FIRM REGISTRATION NUMBER F-9156 FEBRUARY, 2018 TELEPHONE 972-259-9640 FAX 972-254-8059 SCALE 1 " = 3 0' FINAL PLAT OF LOT 1 R AND LOT 2 BLOCK A MUDPIES ADDITION G. STARK SURVEY - ABSTRACT NO. 798 CITY OF ANNA, COLLIN COUNTY, TEXAS THE CITY OF Aftfta AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 4/2/2018 Staff Contact., Maurice S chwanke Discuss/Consider/Action approving the minutes of the March 5th 2018 SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Minutes Upload Date Type 3/29/2018 Exhibit Minutes PLANNING AND ZONING COMMISSION March 5, 2018 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on March 5, 2018, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:02 p.m. Members present were Sandy Setliff, Wayne Barton, Janine Johnson, Don Callaham, Carol Watts and Christian Landers. Donald Henke was absent. Staff present was Maurice Schwanke and Tana Ross. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Action on recommendation regarding "Anna County RV Ranch" development plat. Mr. Schwanke gave presentation and answered questions from the Commission. The development plat is located within Anna's exterritorial jurisdiction and generally known as 12345 County Road 577. The owner is proposing constructing a Recreational Vehicle Park located outside Anna City limits but within the ETJ. The City of Anna does not have land use jurisdiction in the extraterritorial jurisdiction. The submittal meets the City of Anna development plat requirements. A motion was made to approve by Commissioner Sandy Setliff, seconded by Don Callaham. The vote was unanimous. 4. Consider/Discuss/Action on recommendation regarding "Mangum" development plat. Mr. Schwanke gave a presentation and answered questions from the Commission. The development plat is located within Anna's exterritorial jurisdiction and generally known as 13520 County Road 480. The owner is proposing to build a house and garage on the property. The submittal meets the City of Anna development plat requirements. A motion to approve was made by Commissioner Wayne Barton, seconded by Chris Landers. The vote was unanimous. 5. Consider/Discuss/Action on recommendation regarding "Willow Creek Retail Center" site and landscape plan. Mr. Schwanke gave a presentation and answered questions from the Commission. Mr. Schwanke noted that the total planned building square footage is for 8,855 square feet in phase 1 and 10,000 square feet in phase 2. He also noted there are several minor engineering related questions that still exist that will be solved prior to final approval at the City Council. A motion was made by Commissioner Don Callaham, seconded by Carol Watts to recommend approval of the site and landscape plan. The vote was unanimous. PZ Agenda 03-05-18.doc Page 1 of 2 03-05-18 6. Consider/Discuss/Action on recommendation regarding "Park Place at Anna PH 1" Final Plat. Mr. Schwanke gave a presentation regarding the "Park Place Anna PH 1' final plat and answered questions from the Commissioner. A motion was made by Commissioner Chris Landers, seconded by Carol Watts to recommend approval of the final plat. the vote was unanimous. 7. Consider action to approve Minutes of the February 12, 2018 Planning and Zoning Meeting. A motion was made by Commissioner Chris Landers, seconded by Commissioner Setliff to approve the Minutes of the February 12, 2018 meeting. The vote was unanimous. 8. Adjourn. A motion was made by Commissioner Janine Johnson, seconded by Commissioner Don Callaham to adjourn the meeting. The meeting adjourned at 7:24 p.m. Maurice Schwanke Director of Planning and Development ATTEST: PZ Agenda 03-05-18.doc Page 2 of 2 03-05-18