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HomeMy WebLinkAboutPZpkt2019-10-07THE CITY OF manna AGENDA PLANNING AND ZONING COMMISSION October 7, 2019 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on October 7, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. 1. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance Location Map 3. Consider/Discuss/Action on recommendation regarding the Vince Hagan Batch Plant Development Plat. 4. ConsiderlDiscusslAction on recommendation regarding the Anna 455 Addition Block A, Lot 3 Final Plat. 5. Con side rlDiscusslAction on recommendation regarding the Anna Crossing Phase 2 Amending Plat of Block K, Lot 1. 6. Con siderlDiscusslAction on recommendation regarding the Oak Briar Addition Final Plat. 7. Consider/Discuss/Action on recommendation regarding the Roper Retail Center Site and Landscape Plan, 8. Adjorn This is to certify that I, Ashley Stathatos, Managing Director of Community Services, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. Octo 2019. Z. Ashley Stathatos Managing Directo f Co unity 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 10-07-19 Page 1 of 1 Posted 10-04-19 THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Upload Date Type 10/3/2019 Exhibit THE CITY OF Anna AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Vince Hagan Batch Plant Development Plat. The development plat for your review is located within Anna's extra territorial jurisdiction and is specifically located at 9024 County Road 418. The tract is in the D E W Babb Survey, Abstract No. 33 and contains 12.093 acres of land. The owner is proposing to put a new scale house/office building and batch plant on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Vince Hagan Batch Plant Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 10/2/2019 Exhibit 10/3/2019 Exhibit 1/2" IRON ROD FOUND rn C'4 3-1 C-4 0 O Z P.O. B. 1/2" IRON_ ROD FOUND 0 30' RIGHT OF WAY DEDICATION VOL. 2013, PG. 50, O.P.R.C.C.T. 7 421' 60' 00 0 0o U En o c 0 ii S 89'53'55" W _ 208 71' o 3 m Lr) � JAMES F. HOUSTON AND O PATRICIA A. WARTMAN CALLED 0.694 AC. p DOC. NO. 94-0029986 O.P.R.C.C.T. Z 9024 C. R. 418 1/2" IRON ROD FOUND 1/2" IRON ROD FOUND N 00 PROPOSED-7r? SCALE HOUSE DAVID E.W. BABB SURVEY, ABSTRACT NO. 33 N 89'32'01 " E 1.480.77' PROPOSED BATCH PLANT / / / PROPOSED CONCRETE WALL / S.G. JOHNDROE, III CALLED 1.002 AC. DOC. NO' 2001-0037064 O.P.R.C.C.T. 6� METES AND BOUNDS DESCRIPTION LOT 1, BLOCK 1 CR 421 SUBSTATION ADDITION VOL. 2013, PG. 50 O.P.R.C.C.T. 0 o`er o N P90o / o / O 6GG / CALLEDD M2.093 AC. DOC. NO. 20190517000554290 0.P.R.C.C.T. 2 / / AREA / 526,763 SQ.FT. / 12.09 ACRES S 89'57'32n W 1,263.50' ° NELSON BROS. READY MIX, LTD., R&R OWENS PROPERTIES, LTD. AND A & J OWENS, LTD., CALLED TRACT 1-11.26 AC. DOC. NO. 20140411000347930 O.P.R.C.C.T. Being 12.09 acres (526,763 Square Feet) of land out of David E.W. Babb Survey, Abstract 33, Collin County, Texas; being same tract of land conveyed to REDI-MIX LLC., Doc. No. 20190517000554290, deed records, Collin County, Texas, being more particularly described by metes and bounds as follows: Beginning at a 1/2 inch iron rod found in paved County Road 418, right of way (R.O.W.) (variable width) and the most westerly southwest corner of the herein described tract; Thence, North 00°12'14" West, 261.91 feet, to a 1/2-inch iron rod found marking the northwest corner of the herein described tract; Thence, North 89'32'01" East, 1,480.77 feet to a 1/2-inch iron rod found marking the northeast corner of the herein described tract; Thence, South 01'07'25" West, 377.11 feet to a 1/2-inch iron rod found marking the southeast corner of the herein described tract; Thence, South 89'57'32" West, 1,263.50 feet to a 1/2-inch iron rod found for corner; Thence, North 00'06'05" West, 104.35 feet to a 1/2-inch iron rod found for corner; Thence, South 89°53'55" West, 208.71 feet to the Point of Beginning and Containing 12.09 acres (526,763 Square Feet) of land. 0' 120' 240' Rockin' CT Land Surveying 500 W. Kilpatrick St. Cleburne, TX 76033 (817) 565-6681 EMAIL: rodreese@rockinct.com TPLS FIRM REGISTRATION NO. 101941-30 FLOOD INFORMATION MAP NUMBER: 48085CO160J REV. DATE: 06/02/2009 FIRM: 480130 PANEL: 0160 J ZONE: "NON -SHADED X' 1/2" IRON ROD FOUND 1/2" IRON ROD FOUND LEGEND • MONUMENT -0- POWER POLE — OHE— OVERHEAD POWER LINE P.O.B. POINT OF BEGINNING O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS. FLOOD INFORMATION PROVIDED HEREON IS BASED ON SCALING THE LOCATION OF THE SUBJECT TRACT ON THE FLOOD INSURANCE RATE MAPS, THE INFORMATION SHOULD BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. WE ARE NOT RESPONSIBLE FOR THE F.I.R.M.'S ACCURACY. SURVEYOR'S NOTES: 1. BEARINGS, DISTANCES AND COORDINATES SHOWN HEREON ARE TEXAS NORTH CENTRAL STATE PLANE NAD83 COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATION. 2. UTILITY LOCATIONS ARE OF VISIBLE EVIDENCE OBSERVED DURING FIELD VISITS. SURVEYOR PROVIDES NO WARRANTY AS TO THE OF UNDERGROUND UTILITIES FOR THIS SITE. 3. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. THERE MAY BE EASEMENTS, OR OTHER MATTERS, NOT SHOWN. 4. LAND OWNER UNDERSTANDS AND RECOGNIZES RIGHT OF WAY FOR PROPOSED ROAD AND WILL COMPLY WITH THE RIGHT OF WAY REQUIREMENTS IN THE FUTURE SHOULD THEY CHANGE. V= HAGM B= PLANT DEVELOPV= PLAT 9024 COUNTY ROAD 418, ANNA, TEXAS 75409 12.09 ACRES TRACT OF LAND OUT OF DAVID E.W. BABB SURVEY, ABSTRACT NO. 33, COLLIN COUNTY, TEXAS. u7 CV f\ O p Cn LOT 36 CREEKSIDE ACRES PHASE II CABINET N, PAGE 667 O.P.R.C.C.T. LOT 35 LOCATION MAP KEITH LN COUNTY ROAD / g Collin SITE County COLLIN COUNTY OUTER LOOP D1rt Road, N.T.S. — Dirt Road ---- I, Rodric R. Reese, Registered Professional Land Surveyor No. 5883, do hereby certify that the map shown hereon was prepared under my direct supervision from a survey made on the ground, and that such map is an accurate (CIO E•F T� • ����SrER�'ry� .:.••..••.••..•...:.. RODRIC R. REESE Z• 0 5883 •: • QOP p • Q- S U R representation of the subject property. OWNER: JEFF ROBERTS, REDI-MIX, LLC. ADDRESS: 331 N MAIN ST, EULESS TX 76039 PHONE#: (817) 835-4100 10/3/2019 PROJECT: 2019.003 VINCE HAGAN BATCH PLANT ------- — --=— —------------- Rodric R. Reese, R.P.L.S. No. 5883 Date DRAWN BY: CR DATE: 09/27/19 FIELD CREW: JJ DATE: 09/26/19 Rev.1-10/3/2019 Correct address SCALE: 1'=120' PAGE: 1 OF 1 THE CITY OF Anna AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Anna 455 Addition Block A, Lot 3 Final Plat. The Anna 455 Addition Block A, Lot 3 Final Plat is located in the F.T. Daffau Survey, Abstract No. 288. The plat contains approximately 1.29 acres covering a section of land at the Northwest section of Ferguson Pkwy and White St (FM 455), just West of the 7-11. The plat contains one lot which will be the future location of the Freedom Flex Car Wash. The submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Anna 455 Addition Block A, Lot 3 Final Plat. ATTACHMENTS: Description Upload Date Type Location Map 9/30/2019 Exhibit Final Plat 10/2/2019 Exhibit �\ , C 7 W GLEN DR. TF= v ANNIE OAKLEY i DEERFIELD DR 7m7 i_ i O 3 2 � NTE DR to G O m A N BAT MASTERSON Q A 01 n a m O a DOC HOLLIDAY i J J m O J a LL WYATT EARP In F-F]--[-F-F-F-T-- � WHITE STREET (F.M. 455) 1/2 "/RF LENNAR HOMES OF TEXAS LAND AND CONSTRUCT/ON LTD 11.824 ACRES 20180614000736890 Owner's Certification THAT 1, MANUEL ALEJANDRO CASTRO, CHIEF OPERATING OFFICER OF STAR SPANGLED VENTURES, LLC., acting herein by and through its duly authorized officers, does hereby adopt this plat designating the hereinabove described property as, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets shown thereon. The streets 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 he (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 of , 20_. MANUEL ALEJANDRO CASTRO CHIEF OPERATING OFFICER OF STAR SPANGLED VENTURES, LLC. 25' WA TER AND SAN SEWER I I 15' SAN SEWER CITY OF ANNA I CITY OFANNA 20170413000472260 (RECORDED BY PLAT) AMENDED IN SEPERATE STATE OF: INSTRUMENT _ COUNTY OF 886.02' 1/2"/RF 20'SAN SEWER C/TYOFANNA BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared MANUEL ALEJANDRO CASTRO, known to me to be the /j _ S 89°03'20" E 188.00, I M2 "/RF 20160607000708730 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 !� 1 said company. r L2 J1 GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of . 20 . ANNA 455 COMMERCIAL LP 20.00 ACRES o — L7 �Q 15' WATER EASEMENT 20160106000016860 (REMAINDER) 20071205001623100 M ��,G�— r 1 C��' S, o 7c i i SQ ��J�kc�6�0 M I LOT 3 BLOCKA I I ��w a I ANNA 455 COMMERCIAL LP I- P��'` i, 29 A CRES I 4 'L� W y 13.798 ACRES Z -. x IozQl Q} 3 (TRACT//) 20121119001473740 • W CO ,� - I co i a IJ M w Co J o ANNA 455ADDITION 20121119001473750; we `O I a= I Q w a LOT 1, BLOCKA 20121119001473760 wh Q� 0 U ? l a �- I Q o a 0 1.261 ACRES 20161452 I 1aoo I `„m1 �w ti r -- co N I I I 1-U. I N I I �C1 I 41.62' G L4 24' PERMANENT FIRE LANE ACCESS &� UTILITY ESMT. INSTR.20160106000016870 �— POINT OF 15' PERMANENT WATER 0,T — BEGINNING _ �4 _ J/ INSTR. NO. 20160106000016850 M/2"IRF N 89003'21 " W 18&00- x MARK CONTROL LINE FND. IN CONC. LINE BEARING DISTANCE L1 N 00°56'40" E 18.30' L2 N 89°03'20" W 35.66' L3 S 00°56'40" W 214.24' L4 S 89°03'20" E 35.66' L5 N 00°54' 10" E 164.45' L6 S 00°54' 10" W 164.46' L7 S 89°03'20" E 24.00' WHI TE S TREE F.M. 455 (VAR/ABLE WIDTH ROW) TXDOT ROW INSTR. NO. 20120608000684360 & 20120712000840560 BASIS OF BEARINGS: TEXAS COORDINA TE SYSTEM NORTH CENTRAL ZONE NA 83 k OO V k NQ SCALE., 1 "= 60 FEET 0' 60' 120' f80' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 30.00' 47.22' 42.50' IS 43°57'42" E 90° 1 1' 10" C2 30.00' 46.33' 41.86' N 45°00'09" E 88°29'24" Notary Public in and for_ My Commission Expires County CERTIFICATE OF APPROVAL APPROVED THIS DA Y OF MAYOR, C/TYOFANNA OWNER'S CERTIFICATION STATE OF TEXAS: COUNTY OF COLLIN: , 2019, BY THE CITY COUNCIL OF THE C/TYOFANNA, TEXAS C/TYSECRETARY BEING ALL THAT CERTAIN LOT TRACT OR PARCEL OF LAND LOCATED IN THE F.T. DAFFAU SURVEY, A-288, CITY OF ANNA, COLLIN COUNTY, TEXAS, BEING DESCRIBED AS ALL OF A CALLED 1.29 ACRE TRACT OF LAND DESCRIBED IN DEED TO STAR SPANGLED BANNER VENTURES, LLC., RECORDED IN INSTRUMENT # 2018102200112690 OF THE DEED RECORDS COLLIN, TEXAS (DRCCT). SAID LOT, TRACT OR PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING, AT A X' MARK FOUND IN THE NORTH LINE OF WHITE STREET, AT THE SOUTHWEST CORNER OF LOT 1, BLOCK A OF ANNA 455 ADDITION AS SHOWN IN PLAT RECORDED IN VOLUME 2016, PAGE 452 OF THE PLAT RECORDS COLLIN COUNTY, TEXAS, BEING THE SOUTHEAST CORNER OF THE ABOVE MENTIONED STAR SPANGLED BANNER VENTURES, LLC., TRACT AND THIS TRACT, THENCE, N 89°03'21" W (CONTROL LINE), 188.00 FEET ALONG THE NORTH LINE OF WHITE STREET, BEING THE SOUTH LINE OF THIS TRACT TO A 112" IRON ROD FOUND AT THE SOUTHEAST CORNER OF THE ANNA 455 COMMERCIAL LP 20.00 ACRE TRACT (REMAINDER) RECORDED IN INSTRUMENT # 20071205001623100 OF THE DRCCT, BEING THE SOUTHWEST CORNER OF THE STAR SPANGLED BANNER VENTURES, LLC., TRACT AND THIS TRACT, THENCE, N 00°56'40" E, 300.00 FEET ALONG THE COMMON LINE OF THE ANNA 455 COMMERCIAL LP TRACT AND THIS TRACT TO A 112" IRON ROD FOUND IN THE SOUTH LINE OF THE LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION LTD 11.824 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN INSTRUMENT # 20180614000736890 OF THE DRCCT, BEING THE NORTHWEST CORNER OF THE STAR SPANGLED BANNER VENTURES, LLC., TRACT AND THIS TRACT,• THENCE, S 89"03'20" E, 188.00 FEET ALONG THE COMMON LINE OF THE LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION LTD TRACT AND THIS TRACT TO A 112" IRON ROD FOUND AT THE NORTHWEST CORNER OF LOT 1 OF ANNA 455 ADDITION, BEING THE NORTHEAST CORNER OF THE STAR SPANGLED BANNER VENTURES, LLC., TRACT AND THIS TRACT; THENCE, S 00"56 40" W, 300.00 FEET ALONG THE COMMON LINE OF LOT 1 OF ANNA 455 ADDITION AND THIS TRACT TO THE POINT OF BEGINNING CONTAINING 1.29 ACRES OF LAND MORE OR LESS. FLOOD STATEMENT THIS TRACT DOES NOT LIE WITHIN A FLOOD HAZARD AREA AND IS IN A MINIMAL FLOOD HAZARD AREA KNOWN AS ZONE "X" AS INDICATED ON FEMA FIRM MAP COMMUNITY PANEL NO. 48085CO155 J. THIS STATEMENT IS BASED SOLEY ON THE FEMA FIRM MAP AND IS NOT INTENDED TO IMPLY THAT ANY FIELD VERIFICATION WAS MADE TO MAKE THIS DETERMINATION. SURVEYORS CERT/F/CA TE `Q '(> : R p �D�..... GARY LH.......• :.�.. 4207 �Q:'Q- � �••' PoFESs���� /, GARYL. HARDIN, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4207, DO HEREBY CERTIFY THA T THE PLA THEREON REPRESENTS THE RESUL TS OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT/ON AND SUPERVISION, THE LINES AND DIMENSIONS OF SAID PROPERTY BEING AS INDICATED. GARYL. HARDIN, RPLS NO. 4207 OWNERS/DEVELOPER MANUEL ALEJANDRO CASTRO S TAR SPANGLED VENTURES, LLC. 2169 FAIR HILL DRIVE, ALLEN, TEXAS 750>3 (914) 882-2746 manny@freedomflexcarwash.com F/IVAL PLA T LOT3 BLOCKA ANNA 455 A DDI TION THE STAR SPANGLED BANNER VENTURES, LLC. TRACT 1.29 A CRES FIRMREGISTRAT(ONNO. f0114700 F. T. DAFFAU SURVEY, A-288 HARDIN SUR VEYING PO BOX 587 DATE PERFORMED: JUL Y26, 2019 MABANK, TEXAS 75147 SCALE: 1 "= 60 FEET (903) 887-5674 WORK ORDER # 1808043 DRAWN BY.• JH FIELDED BY.• JT CHECKED BY.• TP THE CITY OF Anna AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Anna Crossing Phase 2 Amending Plat of Block K, Lot 1. SUMMARY: The Anna Crossing Phase 2 Amending Plat is specifically for Block K, Lot 1 known as 1201 Sharp St. It is located in the Granderson Stark Survey, Abstract No. 798. The plat contains approximately 0.218 acres covering 1201 Sharp St which is at the Northeast corner of Sharp St and Tiana St. This is an amending plat of Block K, Lot 1 of the previously approved Final Plat in order to add a wall maintenance easement. The submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Anna Crossing Phase 2 Amending Plat of Block K, Lot 1. ATTACHMENTS: Description Upload Date Type Location Map 9/30/2019 Exhibit / Fl- F-1 SITE 41 LOTS / \ Anna Crossing Phase7 884 Vol 2018, Pg. 884, P.R.CCT. LOT2 Ann. Crossing Phase 2 ✓o/ 2018, Pg. 884, P.R.C.C.T. / cy. C1 \ \ 37.g6 \ /9 m^ / b, LOT Arno Crossing Phase 2 ✓o% 2018, 884, C. acc eT / t�s�// �"" LOT 1 ,f/� 9494 Sq. Feet \ l 0.218 Acres s a oR / ��� \ s \ POINT OF L BEGINNING \ / ve mr r<e. \ ro uen E+m---__---_ Vol. tar& Pg se, \ \ C3 \ e \ - Sharp Street I LOT 19 � Ann. Crossing Phose 2 ✓ot 2018, Pg. 884, P.R.CCT LOT 16 I Anna Cossi,g Phase 2 LOT 17 ✓ot 2018, Pg. 884, Anna Crossing Phase 2 P.R.C. C. T. ✓IL 2018, Pg. 884, I I I I LOT 30 Anna Crossing Phase 2 ✓o% 2018, Pg. 884, P.RC.C.T. LOT2 LOT3 Anna Crossing Phase 2 Anna Grassing Phase 2 ✓o/ 2018, Pg. 884, uot. 2018, Pg. 884, P.RCCT. P.R.CCT. I I I I LOT 16 LOT 15 LOT 14 Anna Crossing Phose 2 Anna Crossing Phase 2 Anna Cossing Phase 2 ✓.1. 2018, Pg. 884, ✓o/ 2018, Pg. 884, Vol 2018, Pg. 884, P.R.CCT P.R.CCT F..RC CT. Notes: 1) CM Is a controlling monument; 2) Source bearing per the plat of Anna Crossing Phase 2 recorded in Volume 2018, Page 884 of the Plat Records of County County, Texas; 3) No part of the subject property lies within a Special Flood Hazard Area inundated by 100-year flood per Map Number 48085C0160J of the F.E.M.A. Flood Insurance Rate Maps for Collin County, Texas & Incorporated Area dated June 2, 2009. (Zone X); 4) This survey was performed without the benefit of Ttle Commitment. And is subject to any all easements of record. Certificate of Approval Approved this ------day of - - - _ - - _ - 2019, by the City Council of the City of Anna, Texas. Mayor, City of Anna, Texas City Secretary METES & BOUNDS DESCRIPTION SITUATED in the State of Texas, County of Collin, and City of Anna, being part of the Granderson Stark Survey, Abstract No. 798, and being oll of Lot 1, Block K of Anna Crossing Phase 2, an addition to the City of Anna, Collin County, Texas being a tract of land conveyed to Pacesetter Homes, LLC by deed recorded in Dc rnmt No. 20181219001541060 of the Deed Records of Collin County, Texas and being mar particularly described as follows: BEGINNING It a Pk nail found for corner marking the intersection of the north nghl-of-way line of Sharp Street and th eeasl right-of-way line of Tana Street and the southwest corner of said Lot 1; THENCE with said east right-of-way line and the west line of said Lot 1 as follows: North 17'02'51" East, 33.00 feet to a 1/2 inch iron rod capped "RIOme found for corner marking the beginning of a curve to the right, Northeasterly with siad curve to the right hoeing a radius of 375.00 feet, a central Ingle of 10'35'21", an arc length of 69.31 feet and a chord b.anng and distance of North 2720'32' East, 69.21 feet to a 1/2 inch iron rod capped "Roome" found for corner, and North 27'38'13" Eost 20.75 feet to a 1 2 inch it rod ca ed "Roome° found for corner markin the southwest carve rof Lot 30 Black K of said Anna Crossin Phase 2 the / an I 9 9 northwest corner of said Lol 1 and the beginning of a cury to the left; THENCE with the south line of Lot 30, th enorth line of Lot 1 and with said curve having a radius of 355.00 feet, a central angle of 08'33'47', a or, length of 53.06 feel and a 0' 21' 40• chord bearing and distance of South 86'30'15" East 53.01 feel to a 1/2 inch iron rod capped "Roome' found for comer marking the northwest corner of Lot 2, Block K of said Anna Crossing Phase 2 and the northeast corner of said Lot 1; Scale: 1° 20' THENCE with the west line of Lot 2 and the east line of Lot 1, South 0924*32' East, 12Y00 feet to a 1/2 inch iron rod capped 'Roome' found for corner in the north right-of-way line of Sharp Street and marking the southwest corner of Lot 2 and the southeast corner of Lot 1: THENCE with said north right-of-way line and lh I-11, line of Lot 1 as follows: South 89'35'28" West, 2.37 feet to a 1/2 inch iron rod capped "Roome' found for corner marking the beginning of a curve to the right, and Northwest.dy with said curve to the right having a radius of 475.00 feel, a central angle of 11'45'31", an arc length of 97.62 feet and a chord bearing and distance of North 84'31'16' West, 97.45 feet to the POINT of BEGINNING and containing 0.218 acres or 9,494 square feet of land, more or less. OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEAN BY THESE PRESENTS: THAT, Pacesetter Homes, LLC acting herein by and through it's duly authorized officers, does hereby adopt this plot designation the hearnabove described art s Replat of Lot t Block A of Anna Crossing Phase 2 a addition to the City of Anna Texas and does hereb dedicate in fee sm le to the prop u a P 9 n Y apubic a forever the streets end all. s shown thereon. The streets and alley. e dedicated for street s. The ants and used f p y y purpose P.M.p shown are dedicated for the pub i e forever, for the indicate on this tat. In addition unlit ants m also tl used for the mutual as p s P�rPos s P Y easem ay and accommodation ,d all public utilities desiring to use i- the same unless the easement limits the u e to particular utilities, fight use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utilitmay hies shall have the right nt rem and keep u. oved all or parts of any buildings, fences, trees, shrubs, a other improvements or growths which may in any way endanger o 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 lull right of ingress and egress to or from their respective a se marts for the purpose of construction, r constructing, inspecting, patrolling, aintaining, 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 _, 2019. STATE OF TEXAS COUNTY OF COLON BEFORE ME, the undersigned authonly, a Notary Public in and for the Stote of Texas, on this day personally appeared known to me to be the person whose name a subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed. GIVEN UNDER W HAND AND SEAL OF OFFICE, this __ day of ____, 2019. monuments THAT I, Michael C-, do hereby certify that I prepared this plat from anura actual and accte survey of the land and trot the corner shown thereon shall be properly placed, under my personal supervision, in accordance with the subdivision regilot- of the City of Anna, Texas. Dated this ____ doy of _ __, 2019. STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undesigned authority, a Nolory Public in and for the State of Texas, on this day personally appeared Yiehael Cu-, 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 - - doy of - - - 2019. ems" Im- Legend om< wa.ee oom< ram �m� k�a �w w U'wwl: ® wu e r <r o c co< uetew OWNER Pacesetter Homes, LLC 14400 The Lakes BoNevo d Building C Suite 200 Pflugernl/e, Texas 78660 512-371-8937 Attn: Stuart Norris snon'sgpacesetterhomes. cam Amending Plat of Lot 9 Block K ofAnna Crossing Phase 2 0.218Acres Being all of Lot 9, Block K ofAnna Crossing Phase 2 Recorded in Volume 2018, Page 884 PRCCT Granderson Stark Survey, Abstract No. 798 City ofAnna, Collin County, Texas September 2019 * Amended to add Wall Maintenance Easement. SURVEYOR Roome Land Surveying, Inc. 2000 Ave G, Suite 810 Plano, Texas 75074 972-423-4372 AIM Michael Cuzzo mikegroomeinc.com THE CITY OF Anna AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Oak Briar Addition Final P lat. SUMMARY: The final plat for your review is located within Anna's extra territorial jurisdiction and is located specifically at 8188 County Road 513. The tract is in the William W. Roberts Survey, Abstract No. 785. It contains 5.003 acres in total and will contain 2 lots. This submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Oak Briar Addition Final Plat. ATTACHMENTS: Description Location Map Final Plat Upload Date Type 9/30/2019 Exhibit 10/3/2019 Exhibit THE CITY OF Anna AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 10/7/2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Roper Retail Center located at 912 and 916 W White St. SUMMARY: Jonathan Hake, the representative for the owner of the property, has submitted a site and landscape plan for the Roper Retail Center site located at 912 and 916 W White St. The site contains approximately 1.91 acres of land that are zoned C-1 Restricted Commercial. They are proposing a new 6,000 SF building for the future use of a restaurant and a new 6,500 SF building for retail use. The submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Roper Retail Center site and landscape plan. ATTACHMENTS: Description Location Map Site Plan Tree Survey and Mitigation Plan Landscape Plan North Building Elevation South Building Elevation Upload Date Type 9/30/2019 Exhibit 10/3/2019 Exhibit 10/3/2019 Exhibit 10/3/2019 Exhibit 10/3/2019 Exhibit 10/3/2019 Exhibit DOC HOLLIDAY i CA 01 0 I I L o I ° GATLIN DENTON PARTNERSHIP, L.P. M L ° 1.997 Ac. (Tract One) Doc. No. 20120104000010030 - ° L ° Old Cop Crete 14 D.R.C.C.T. ° Zlob Proposed Catch Basin 4° ° ° e L ° ° ° O ° O 6" Curb (Typ.) 15' Water Esmt.- - - - - - - - - - - ° ° _ ° -° Ex. Chainlink ° � I 32.00' °\ L — ° 24.71' Flume b - e to Remain ------ L Flume ,O 15 Water Esmt. Proposed Curb Inlet -- ° o n - n L6 2' Parking Overhan Proposed Curb Inlet Proposed Catch Basin I w Proposed 8 WL �'��� 3 O��F 0 DHO �H DHO 3 0 DHO 3H0 B BH r 10 3H0 3H0 BHO 3HO 2" Dom. Meter Curb Inlets I -� - - - - - -5-=L-ANDSCAPE -BUFFE nr k Fen e -- -�` �� 24.7� w/Backflow _ 1 __-- N 0>°52'>7" E- 4-3.29' - N 63.00' I- — — — ---- - - - - - - - -- - I LA b--------�71.00'---_.-------------------- S orm Line — — - — ��=emu I_> E------- - --- \ ------ - — — — — -- 5' LANDSCAPE BUFFER -j-- I 8 WL® _ 1 I 3�R O 9.00' I 6" WL m \ 6„ Cub (Typ 9.00, 0 19 LA I I C y 9 _ _ _ I I rn —° 6" SS Lateral — — — — — — — — — — — _ _ _ �j0 I I 6' Masonry Wall o I Prop. Fire Hydrant I _ _ Per City Standards Proposed 24' Firelane, Mutual 3 �° r X cna rirnk —Fence XI I �D.R.C.C.T. V 3 i `° I I Access -and -Utility Easement - � — o Storm Line �3 Proposed 24' Firelane, Mutual o - — O Access and Utility Easement 0 I ; ~ 5' Sidewalk BF 6" Curb (Typ.) V — — „ V' ater 2 Dom. _ E mt. 2" Dom. Meter I H w/Backflow 6" Curb 1 ater Esmt. S I I L (Typ.) I I o �i �O L °mor— L ° EaLA ° rT1w 1 I o FDC I BFR rt LL- I w ° Prop. Fire�'C_ I I L, I I T I ° Door Riser Room i I m 1 I Z Door LA I o I w I J LL LA ° o I Q10 Z a �, 00 °, 2' Parking Overhang ° t° 8 3 o o I I Q I I a- a I I °° Door 7 0' 18.00' 24 0' I I I Door o I o f IN I z. L°---_--- I 11 I I I 916 W. WHITE STREET I \ n. Proposed I ° � � 6,000 SF 0 o v D I Curb Inlet o^ o I I I o_ I BUILDING ,°`L o CD ,1 I 00 Ex. FH I L+ N Ex. Pole Sin LA 9 o I v� Q Door o `° D I I W 6" Curb I I I c °' ° L o n (Typ.) DI Door L o I o I OI I I AMON BRIAN ROPER I I ° L Called 2.00 Ac. 1 o ri Q M. 20.56' 18,0d' Vol. 5660, Pg. 2013 , I 1 ' D.R.C.C.T. �� ► — — — — L ° 2' Parking Overhang Door ih � 0 i 01 L o ° E �i I II I I I a Door Dumpster w/T Masonry 0)° `� 8 WL I Wall Per City Standards LCD ° Propos d I 00 on All Sides W/ Metal LA 1" Irri. Meter— — — — _ _ let 1 I ° 60.00' Gate S I /Backflow �p20 errhang I e 0 0 I I �m---I -------15' BUILDING LINE ----� LA—— — — — — — — — — — — — — — — — -- Storm Line �' �� / 10' Li O L Storr,�r — mJunction — Box Future 7 Cross Access ----- X X X - ° ° ° ° o o m WILLOW CREEK ADDITION, PHASE 1A Lot 1 , Block F Cab. P, Pg. 59 P.R.C.C.T. I \ I \. x— `c__- I I — — — 5' DRAINAGE EASEMENT Doc. No. 2006061900083163C 1 X D.R.C.C.T. .C.T. 9.00' 0 10 �O'P ' 6" Curb (Typ.) 99.00, Cd o I I � CELL � LA a) I 0 TOWER Li 0) 3LA 5' Water Esmt. L ° lL L 4 6 o wm I W. ° L° OL Door Door Door oo t ° C� Q N Door ° 5 I _Z I N w I co 6Prop. Fire O I N v D I p w 1 W 18.00' 8.0: FDC Riser Room 2' Parking Overhang L c _� Z U ° I V X I Q Z I WEST CROSSING ° 'onm l J Z I Gj PHASE 1 \ ° o L) Ex. Chainlink w k Doc No. 20060123010000130 o o I a- Q ence to Remain N I I- I s P.R.C.C.T. L 912 W. WHITE STREET 2' Parking Overhang o a I X cnair�nk Fence Q 6,500 SF o 4I I I I BUILDING 0 �I B.0' 18.00' 6„ Curb (Typ.) I Q =Prop. 24.00 0,,-2' Parking Overhang 13 I O Grate --------- I � � o Inlet \L ° ° ° i 63.00' I I O LA 9.00' o I l Door Door Door 0 Door ao I I I L ° 108.00, ° ° \`L L ° ° LA , �A LA 88.00' o '3 ® 22.00' O �'7 --- of o I 110.4 4' I I I I Proposed 24' Firelane, Mutual b Dc oAccess and Utility Easement o Lfi 6» Curb (Typ.) — — — — N — O 6" C rb I I - - - =_ — ---- — ---'— — 'APE BUFFER - _--- - - - - - - - -Proposed Curb Inlet_ — — — — — — — — — Storm Line - - - 5' WALL MAINTENANCE ESMT. �� - - - '------------ ---- 2' Parkina Overhang— 0 —J _ o ----- - WoXd Fence X X X X X X - X X X X — -- 6' Masonry Wall w°ad Fence Per City Standards Retaining Wall Proposed Curb Inlet WILLOW CREEK ADDITION, I I PHASE 1 Cab. P, Pg. 405 Ex. Wood P.R.C.C.T. � Fence to Remain SYNOPSIS I I Address: 912 & 916 W. White Street Anna, Texas 75409 Zoning: C1 Restricted Commercial Proposed Use: Restaurant/Retail Lot Area: 1.91 Acres (83,404 sf) Building Areas: Building 1 6,000 sf Building 2 6,500 sf Total 12,500 sf Lot Coverage: 14.99% Floor Area Ratio: 0.15 : 1 Building Height: 26' Required Parking: Restaurant (6,000 sf) 1 space per 100 sf = 60 Spcs. Retail (6,500 sf) 1 space per 250 sf = 26 Spcs. Total = 86 Spcs. Restaurant Parking Required: (60 Parking Spaces) Parking Provided: (60 Parking Spaces) 2 Handicap Spc. Retail Parking Required: (26 Parking Spaces) Parking Provided: (27 Parking Spaces) 2 Handicap Spc. Overall Parking Required Total: (86 Parking Spaces) Parking Provided Total: (87 Parking Spaces) 4 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. V IVIIVI I T MHr N TS III ®0 III AV 0 20 60 GRAPHIC 20SCALE LEGEND CProposed Firelane Proposed Concrete Proposed Dumpster Paving Proposed Sidewalk Ex. Concrete 0 Proposed 2' Parking Strip Proposed Wheel Stop Typical Existing Fire Hydrant Proposed Fire Hydrant BFR Barrier Free Ramp LA Landscape Area 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. Email: jhake@crossengineering.biz ARCHITECT: Matt King Architect 4308 Cherry Lane Melissa, Texas 75454 Phone (469) 742-0678 Contact: Matt King Email: mattking@mkingarchitect.com SURVEYOR: Ringley & Associates 701 S. Tennessee St. McKinney, TX. 75069 Phone (972) 542-1266 Fax (972) 542-8682 Contact: Lawrence Ringley Email: Ihr@ringley.com aW O � U o �y 'w U W I U io � x O � Z Q �; C N O. C o Ur W a � 3 W� 0 z� Q O t6 �� � J w Y� C G �I Z Z � M Y � a o � Q J Z J a o v J 3 o z� Q� J oa VV� ?eas Qy Z J � Z � Q z W� Q v, W W (� w J z J a 0 V J W ^� I..L WZ � W Ov J 1 W W � W ~ 1..� ui J O H H O a z O � a H Z w g � U w o g O U z O } � U w � � W o_ w p � N j w M p DATE: 3-6-2018 LANDSCAPE PLAN SHEET NO: L1.01 I I= I I I La l M a 6 ° N a \°'• \ 1- ° \L • ' °' Old 'Co°ncrete °TAFA e . flab L .'\•. Q.e \L •,° .\�.°• .. L °.�.. < ° . n.4 a n � '.a \,L• ° Frl L. I I— — — — — — — ��—� i in Fen �� •H2 -�H0 .,,yy � �HO 3HO �HO 3H0 3H0 3HO 3HO 3HO 1HO 3HO 3HO 3HO 1Vic, _ X m- � I— — ---- --- — --- ®� I + --- _ I + + + I — — ----- — —I—co • ®. I — — ---- — — --19 -- X � ■ r I p \. ° .\ I + Chaintiink Fence 5 DAD.R.C. II Doc. No. 2006 IO+E — J 0 00 l w X DENOTES 3 — — — m n MITIGATION TREES u \ L4. ° p4 oc T I L_ i 10 a . ° ' \ ® CELL r n TOWER I° ° ° r O 1 I gym° .I I ° --I ° .�.n• �N. m •. CID X DENOTES 3 I� I ° MITIGATION TREES n I ° IN I I \L' I X Chai ' k Fence {� ° 6,000 SF °` 6,500 SF BUILDING \L I 0 BUILDING L �- Denotes Existing Tree to be I co I I �L co 4° I + Removed I ° W I I 00 aRL \ °. I o L \ a EXISTING TREES ON SITE 0 5 I I ,. I I I I ° V �. \ O I Caliper Species Status I I L ___ _ I I I n a. \.... ,. I I � I 4'. I / o� — ---- I I ----- / I o/ 0 otvl � °v m0 u I �o I °. u. o L—° — — �o0 0 0 oW Pip r — m 110 11 I _ V k XCJ1 CAi p' p \ X - ° a ° \ \ L p.. ° ° DENOTES 3 n' ° X X X — — 0p•\ a Wood Fence X X - °' -°\ . MITIGATION TREES n� o X X X Wood Fence X a' o�' o �I °. ...° p, \ ° 1 ° .. 3 DENOTES 1 0 ° 4. lJ \ ° L oN Q� a•. �njl MITIGATION TREE I o rl''7 •.nab I fD vi N I rn I I I I I I I I I ' � I I Consists of 10 additional (beyond standard tree requirements) 4" caliper Large Trees as noted on plans. Denotes mitigation trees GRAPHIC SCALE: V = 20' ® CALL 9EFORE,MI 0/G: ff NORTH 0 10 20 40 6" & 8" Double Trunk Hackberry Remove 11" Hackberry Remove 8" Double Trunk Hackberry Remove 6" & 7" Double Trunk Hackberry Remove 15" Hackberry Remove 12" Double Trunk Hackberry Remove 12" Double Trunk Hackberry Remove 8" Hackberry Remove 22" Hackberry Remove 8" Double Trunk Soapberry Remove 8" Double Trunk Soapberry Remove 9" Double Trunk Soapberry Remove 7" Oak Remove 7" Oak Remove 12" Double Trunk Bois D' Arc Remove 11" Hackberry Remove Mitigation Required Total Mitigation Inches 39�, Required Number of Mitigation 39„� Inches Replaced PROPOSED TREES Qty Symbol Key Name Size Spacing Elm, Bosque Lacebark 3" Cal./ As 12 LE Ulmus parvifolia 7' H{, Scaled LO Oak, Live 3" Cal./ As 12 Quercus virginiana 7' Ht. Scaled � BC Cypress, Bald 3" Cal./ As 3 Taxodium distichum 7' Ht. Scaled Elm, Cedar 4" Cal./ As 10� O CE Ulmus crassifolia 10' Ht. Scaled 3 6 � } NCM Crape Myrtle, Natchez 1" Cal./ As �,,.,J Lagerstroemia indica 'Natchez' 5' Ht. Scaled I � I IL ° . Billboard Pole and Sign. Due to sign, and existing overhead power lines, we request planting 3 Ornamental Trees in place of 2 Additional Large Trees along street frontage. o 0 o n n n L4 ° ° 4 \ L. °• `° ' L • ' • ' •° Old 'Concrete °•. e . L °.°b I+ ry� I o IARITr: ...•. � - - M DYH (3) H 13 _ LC (5) YH (8) �ENOT 1-8"'WIBE STONE ­BE — I— — N•;.; + SEE LEGEND ' •`.' LM (36) ■ p LN 0 0o I u e •...4... M (15) o .I-. I I 1: '... H (3) LM 38 Q n' DYH (3) GMG (3) DYH (8) `L• ' �L' D. Q D ° (� °. ? •^ II I n I AS (4) J _ � I m L— d ' w l LM (38) ° A m° I U I DYH (3) I .4 CO J I I DENOTES CONCRETE (TYP.) PER CIVIL P ANS I NOT IN SCOPE OF WORK .4 ° D LD' I \ I ° I 6,000 SF ° 4 .. s:• I BUILDING ;➢`L. I � ' °..p•..•' R.. I ° ° L G G (4) ° (4)° L ° D H (9) 4 �' °g� �° GI G (5) I g . GLC (2) BH (16) I DBH (20) DYH (4) II I GMG (7) GMG (3) — g — — — MG (3) T w N • b ftl . °° °$ II � I A C Cp X 01 \• o. o °. \ \L, ° ° °L DENOTES3 °.. `"' ° �°\'. ° \ ° MITIGATION TREES 00 ° D m I N vi I I SPACE PLANTS ACCORDING TO QUANTITIES INDICATED PER PLANT AREAS AND PLANT SCHEDULE.. SET PLANTS IN STAGGERED ROWS AS SHOWN. (36 INCHES USED AS EXAMPLE). PLANT SPACING DETAIL 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 ° MULCH WEED FREE. 3 MULCH SHALL BE KEPT MIN. 2 INCHES AWAY FROM TRUNK OF PLANT. ° w 4w CIj Cr 9 �3 9 p� SHRUB PLANTING DETAIL NOT TO SCALE 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 SET -FED 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 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. 3HO L i- GMG (79) 0 3HO BHO 3HO 3H0 3HO 3HO 3H0 31­10 31­10 31­10 31­10 t. ++++ +� +—++ +� ++++++ + \ ° ++++++++(+++ +++++ + +++—+� ++ + + + + + + + + + + + + + + + + + + + + + xx^ + + + + + ++ + + + + + + + + + + + + + + + + + °O + + + + + + + + + + + + + + + + + + + + + og DE OTES ARDS PE (T P.) PE CIVIL LANS f +'"+ ++ -- + .4-+ + + \ + + + + + + + + + + + + + + + + + + + + + NO IN SC PE OF ORK ++++++ ++++++++ ++++++ ++ AS + + + + + + + + + + + + + + + + + + + +19 °< g< + + + + + + ++ + + + + + + + + + + + ++++ + ++++ +++ ++++ ++ +++ + — — — — MG (14) X 5' DRAINAGE °Cho(n)ink+ + Doc. No. 20060E °g Fence + DYH (8) g° + + D.R.C. LM (45) o° m — — — + + M ) + + — — — DYH (1 go MITIGATION TREES ++++* GMG (5) g° ----- - — o — — LM (78) WL (17) ° --- ° + + ° GMG (5) `� � — — Dc DYH (3) g °° � + + ° AS (4) 1 + � ° I 10 g YH (15) °° + + LM (31) gg + + go : CELL + ID L. o GMG (3) oo TOWER + + o°o o°o 0 o I ID D '° L' n o +++ 0°. g°o + + I I —_J +++ D I g J + + 5 g° + + cb I ++ w I ° I \LD o DENOTES 3 +++++ v ' o MITIGATION TREES + I I I °°r r X C+h++ ++k Fence ++++++++ +r +r+ ++++++++++++ 6,500 SF ° ++++++++++++++++ ++++++++++++ +++++ +++++ ++ ++ILL�+++ + + + + + +++++BUILDING _+ 4 +AS(5) +++++++++++ ++ +++++++++ +++++++++++++uJ+++ +++ + 0vo DYH (6) ++++++++++++++ +++++ � ++ + ++++ o p 0 0 0 0 o L I ° ,og P OPOS D WAL >oo #�- +++ 1 0 ED + \ 0000 'D °000 °° + + 0g +++ LM (43) N�H (18)I+ + g ° ° LM (63) I +,+++ GMG (3) AS (9) ° °°g ° O °°°° ° °°° ° DENOTES NATIVE SEED MIX + YH (10) � I' + + + + \ DENOTES STONE BED GMG (4) ++++ 0 o + + o GMG (8)\ + + + + + + °- 0°0 + + + + + + ° o oo°o + + ° () + + + + + + g ° ° + + + + + + + + + + + + + + +Pi4y + + i ++� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + og + + + + + + + + + �+ems- ++— �+ + + + + + + + + + + + + + + + + + + + + + +- + + + + + +++r + + + + + + + + + + + + + + + + + + + + + + ± + + + �- 4-_+ �+ + + XX _ _ + + + + + + + + + + + + X X \ o X X Wood Fence X X X — X — - 3 o X X Wood Fence 2-1) DENOTES 1 MITIGATION TREE PROPOSED WALL I I I \ I I \ I\ MEW TREE PLANTING DETAIL NOT TO SCALE TREE PIT TO BE 3X WIDER THAN ROOT BALL SCARIFY AND ANGLE SIDES OF THE HOLE. SET TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE. PLACE BOTTOM OF ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. BACKFILL HOLE WITH EXISTING SOIL. AMENDMENTS SHALL BE ADDED TO SOIL BASED ON RESULTS OF SOIL TESTS.. THE TOP OF ROOT BALL SHALL NOT BE COVERED WITH SOIL. PROVIDE DRAINAGE IN PLANTING PIT AS DEEMED NECESSARY BY A SOIL PERCOLATION TEST. Notes 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. After installation, the sod shall be rolled in two directions with a roller not weighing less than 100 lbs. per square foot. Sod shall be weed -free and without bare spots greater than 6 square inches at the end of 30 days from the date of planting. Amendments shall be added to each planting pit and bed area. All burlap material on balled and burlapped plants shall be the type that decomposes within two years. Synthetic or plastic type wrappings are not allowed. 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. All planting areas shall be graded smooth, without the presence of low spots, depressions or irregular humps. Areas around planting beds shall be constructed to re -direct drainage around and away from planting areas. All planting areas shall be constructed and graded to ensure positive drainage away from structures. Brown 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. I I NOTE ALL L NDSCAPING SHALL BE PLANTED A MINIMUM OF 2' FROM BACK OF CURB. I I I I Denotes Existing Tree to be Removed Existing Trees to be Removed C'AinPr SneriPs 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 Mitigation Required Total Mitigation Inches 39„ Required Number of Mitigation 39„* Inches Replaced Consists of 10 additional standard (beyond tree requirements) 4" caliper Large Trees as noted on plans. GRAPHIC SCALE: 1" = 20' 1 7 NORTH 0 10 20 40 PROPOSED TREES Qty Symbol Key Name Size Spacing Elm, Bosque Lacebark 3" Cal./ As 12 LE Ulmus parvifolia 7' Ht. Scaled LO Oak, Live 3" Cal./ As 12 Quercus virginiana 7' Ht. Scaled 0 BC Cypress, Bald 3" Cal./ As 3 Taxodium distichum 7' Ht. Scaled Elm, Cedar 4" Cal./ As 10* CE Ulmus crassifolia 10' Ht. Scaled 3 ^+^ NCM Myrtle, Natchez 1"Cal./ As LagCrape erstroemia indica 'Natchez' 5' Ht. Scaled * Denotes mitigation trees PROPOSED PLANTS Qty Symbol Key Name Size Spacing 49 O DBH Holly, Dwarf Burford 3 Gal./ 36" Ilex cornuta 'Dwarf Burfordii' 2' Ht. 7 ® GLC Cotoneaster, Grayleaf 3 Gal. 48" Cotoneasterglaucophyllus NSH Holly, Nellie R. Stevens 7 Gal./ 36" 18 Ilex x 'Nellie R. Stevens' 3' Ht. 98 DYH Holly, Stoke's Dwarf Yaupon 3 Gal. 36" Ilex vomitoria 'Stoke's Dwarf 76 WL Ligustrum, Waxleaf 3' Ht. 48" �J Ligustrum japonicum 44 Sage, Autumn 30"/ As AS Salvia greggii 3 Gal. Scaled Grass, Gulf Muhly 30"/ As 157 GMG Muhlenbergia capillaris 3 Gal. Scaled 442 LM Liriope 4" Cont. 18" Liriope muscari Common Bermuda Solid Sod or Hydrosprigs to Limits of Disturbance - 4,530 s.f. +/- Shown Native Grass Seed to Limits of Disturbance- 6,390 s.f. +/- Shown +++ +++ To be mixture of Buffalograss, Blue Grama, Curly Mesquite Provide grass seed mix specifications to landscape architect prior to commencing work. See Native Seeding Notes Seed at Rate of 1 pound per 300 s.f.. 000000 Stone Bed - 2,280 s.f. +/- Shown 000000c To be River Rock or Native Gravel. Price Both. 1" to 3" Stone Size, Brown in Tone, 4" Avg, Depth. Provide samples, photos by email acceptable, to Landscape Architect prior to commencing work. Excavate areas denoted to a depth of 4" below finish grade. Cover entire area with medium weight, commercial grade, weed fabric. Blend stone into cedar mulch where shown on plans. Pull stone back from base of plant and trees at least 2 inches. Denotes bed line - To be 4" x 1/8" Brown, Commercial Grade, Steel Edging Edging between grass and bed areas. No edging between stone and planting areas. Note: The Contractor shall verify all quantities. Contractor responsible for Native Seeding Notes providing all plant material as indicated by symbols on plan. All areas to be seeded shall first be eradicated of existing vegetation by having a licensed spray technician apply an approved herbicide. Wait approximately 7 to 10 days and remove all debris, including dirt clods and rocks larger than 1" in size. Apply approximately 4" of clean, native, nutrient rich topsoil and till to a uniform depth of 6 to 8 inches in two, crossing directions. Rake to a smooth surface. Apply only nitrogen free (No Nitrogen) fertilizer. Spread the seeds evenly across the area with broadcast spreader, and rake lightly to cover them to approximately 1/4" Depth. Firm the seedbed by rolling or packing the surface. Apply open weave (Min. 1/2") Jute Mat to all areas of seeding. The seed bed shall be maintained with constant moisture throughout the top 6 inches of the soil for a period not less than 14 days. When the grass is about an inch tall, decrease the frequency and increase the depth of watering. You can stop adding water once the grass is established. Diligence must be taken in removing all weeds during establishment. Provide cover crop per seed supplier recommendations based on time of year of planting. Refer to seed supplier for additional site preparation, planting and establishment recommendations. The contractor shall be responsible for providing a full stand of weed free plant material 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. LANDSCAPE REQUIREMENT CALCULATIONS Required Percentage of Total Site Landscaping Min.10% Site Area 1.92 Acres Proposed Landscape 0.43 Acres Area Percentage of Site to be 22 39% 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 6* Number of Trees Provided 3- Large *3-Ornamental *Smaller trees shown at southwes or due to proximity of existing billboard. Required # Trees Along North 1 per 40' Property Line Residential Buffer Length of Buffer 180.00' Number of Trees Required 5 6 Number of Trees Provided 3- Large *3-Ornamental * Due to existing billboard and overhead power lines, we request planting 3 Ornamental Trees in place of 2 Additional Large Trees along street frontage. 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 15,875 s.f. Street Yard 4,683 s.f. Landscaped Area Percentage of Street Yard 29.49% Landscaped Number of Site 86 Parking Spaces Number of Trees Required 9 1 Per 10 Spaces Number of Parking Lot 13 Trees Provided VA. [L O W � U W o o I U X E o F 3 �a Z Ur W a L] U c o 3 n LO W Q to z� Q r E S J w LO C G Z Z M Y a o Q J z .J a o� (0 J 3 o Z� Q� oa J ?eas Qy Z Q w a_ C) U/ 0 Z J _J W Z J a O din V J W ^� I..L LL1 'ZI 0. W Ov 1 - U) 1 W W W O� ~ 0— C) lii JOZz o W a z O z O 0 � 0 W 0 ce 0 W 0 W 0 W W w Q � O Q � 2 0 2 0 2 0 Z g 0 H U F co H U H U H U w W W IL W 0- W M W M W M W M W p W N ao O N rn O N _rn O N 0') N O 0')� N M W N co N co N r- C7 co M c6 DATE: 3-6-2018 LANDSCAPE PLAN SHEET NO: L2.01 FACTORY PTD METAL COPING :1VIN:1 EIFS CANOPY W/ MATCHI TIE RODS i UP/DOWN LIGHT CLEAR TEMP GLASS IN ANOD ALUM FRAME UP/DOWN LI CLEAR TEMP IN ANOD ALU :4M0CI:role] C A nrn ov nrn FULL OFF, FACIN PACK TENANT west elevation scale: 1/4" = 1'-0" Esouth elevation scale: 3/16" = 1'-0" 0o nv Cl rf 0 N TYP 1/2" VEE JOINT 0 M 1/2" FACTORY PTD FACTORY PTD EIFS 0 I METAL COPING METAL AWNING I N Tenant T NAN I Tcr)ant r" 1 U rl 1VI or\lur\ MID 4 east elevation DOOR & FRAME SELECTED scale: 3/16" = 1'-0" o 0 0 0 N N FU LL OFF, FACIN PACK KNO) BOX N north elevation scale: 3/16" = 1'-0" FACTORY PTD EIFS METAL COPING F Tenant FIRE RISER re nr�nv nrn rirc� BRICK NOTES: 1. MTL FLASHING SHALL BE INSTALLED AT SILL, ABOVE ALL BEARING LINTELS AND SHELF ANGLES AND A FOLDED MTL FLASH DAM PROVIDED AT HEAD JOINTS LOCATED AT THE END OF ALL BEARING LINTELS AND SHELF ANGLES. FLASH IS TO EXTEND TO FORM DRIP ABOVE THE SEALANT JOINT. 2. BRICK HEAD JOINTS SHALL RECEIVE A FULL MORTAR BED, EXCEPT AT WEEP HOLE LOCATIONS. 3. WEEP HOLE SHALL BE PROVIDED IN HEAD JOINTS IMMEDIATELY ABOVE ALL FLASHING BY LEAVING THE HEAD JOINT FREE AND CLEAN OF MORTAR. WEEP HOLES SHALL BE SPACED AT MAX OF 24" OC 4. SEALANT AND COMPRESSIBLE JOINT SHALL BE PROVIDE IN BRICKWORK BELOW ALL BEARING LINTELS AND SHELF ANGLES. 5. VERTICAL CONTROL/EXPANSION JOINTS SHALL BE INSTALLED AT A HORIZONTAL SPACING NOT TO EXCEED 30' OC AND EXPANSION JOINTS SHALL RECEIVE BACKER ROD AND SEALANT. 6. SEALANT USED FOR BRICKWORK IS TO MATCH MORTAR COLOR. SUBMIT COLOR SAMPLE TO OWNER FOR APPROVAL. MASONRY NOTES: 1. PLACE CONTROL JOINT BEHIND THE DOWNSPOUTS. SEAL W/ MATCHING CAULK. 2. SEAL EXTERIOR WALLS W/ PROSOCO MASONARY SEALER SILOXANE WB CONCENTRATE OR EQUAL Eawning photo scale: nts • 0Z 0 I O 0 I 0 I N 0 0 I N 'N LIGHT 'EMP GLASS ) ALUM FRAME AWNING EXAMPLE. COLOR (BRONZE TO MATCH STOREFRONT) AS SELECTED BY OWNER. DIMENSIONS AS SHOWN ON ROOF PLAN. TIE BACKS TO MATCH. CORNER DRAINS AS SHOWN. VENDOR: VICTORY AWNINGS 817-759-1600 MATTHEW KING ARCHITECT Architecture • Design • Planning Phone: 469-742-0678 mattking@mkingarchitect.com www.mkingarchitect.com QC Matthew King Architect North Building Owner Brian Roper PO Box 576 McKinney, Texas 75070 Project: Retail Shell Bldg 912 W. White Street Anna, Texas 75049 Scale: as noted Issue For: Site Plan: July 3, 2019 South Building Sheet Number: A2 Exterior Elev's UP/DOWN LI CLEAR TEMP IN ANOD ALU FULL OFF, FACIN PACK 0 0 I N FACTORY PTD METAL COPING f:7:7NI'.1 EIFS CANOPY W/ MATCHIN TIE RODS / UP/DOWN LIGHT CLEAR TEMP GLASS IN ANOD ALUM FRAME TENANT south elevation scale: 1/4" = 1'-0" rnnrnov Mrn CI CC` r n nrn ov nrr-, E east elevation scale: 3/16" = 1'-0" ooInv CI CC` - v 0 " 00 TYP 1/2" VEE JOINT N 1 /2" FACTORY PTD FACTORY PTD EIFS 0 METAL COPING METAL AWNING NJ -CIt Tenant TtNAN I Ter) an r" I U MIvi DrCIur\ M3 E north elevation DOOR & FRAME SELECTED scale: 3/16" = 1'-0" 0 0 I I 0 0 N N FULL OFF, FAC I I` PACK 0 3 west elevation scale: 3/16" = 1'-0" DOOR & FRAME FACTORY PTD EIFS METAL COPING F- Tenant r-Anrnr7',/ r)rr'\ r-I r-C` BRICK NOTES: 1. MTL FLASHING SHALL BE INSTALLED AT SILL, ABOVE ALL BEARING LINTELS AND SHELF ANGLES AND A FOLDED MTL FLASH DAM PROVIDED AT HEAD JOINTS LOCATED AT THE END OF ALL BEARING LINTELS AND SHELF ANGLES. FLASH IS TO EXTEND TO FORM DRIP ABOVE THE SEALANT JOINT. 2. BRICK HEAD JOINTS SHALL RECEIVE A FULL MORTAR BED, EXCEPT AT WEEP HOLE LOCATIONS. 3. WEEP HOLE SHALL BE PROVIDED IN HEAD JOINTS IMMEDIATELY ABOVE ALL FLASHING BY LEAVING THE HEAD JOINT FREE AND CLEAN OF MORTAR. WEEP HOLES SHALL BE SPACED AT MAX OF 24" OC 4. SEALANT AND COMPRESSIBLE JOINT SHALL BE PROVIDE IN BRICKWORK BELOW ALL BEARING LINTELS AND SHELF ANGLES. 5. VERTICAL CONTROL/EXPANSION JOINTS SHALL BE INSTALLED AT A HORIZONTAL SPACING NOT TO EXCEED 30' OC AND EXPANSION JOINTS SHALL RECEIVE BACKER ROD AND SEALANT. 6. SEALANT USED FOR BRICKWORK IS TO MATCH MORTAR COLOR. SUBMIT COLOR SAMPLE TO OWNER FOR APPROVAL. MASONRY NOTES: 1. PLACE CONTROL JOINT BEHIND THE DOWNSPOUTS. SEAL W/ MATCHING CAULK. 2. SEAL EXTERIOR WALLS W/ PROSOCO MASONARY SEALER SILOXANE WB CONCENTRATE OR EQUAL 6 awning photo scale: nts 0 I N 0 0 I N N LIGHT 'EMP GLASS i ALUM FRAME AWNING EXAMPLE. COLOR (BRONZE TO MATCH STOREFRONT) AS SELECTED BY OWNER. DIMENSIONS AS SHOWN ON ROOF PLAN. TIE BACKS TO MATCH. CORNER DRAINS AS SHOWN. VENDOR: VICTORY AWNINGS 817-759-1600 MATTHEW KING ARCHITECT Architecture • Design • Planning Phone: 469-742-0678 mattking@mkingarchitect.com www.mkingarchitect.com ©Matthew King Architect South Building Owner Brian Roper PO Box 576 McKinney, Texas 75070 Project: Retail Shell Bldg 916 W. White Street Anna, Texas 75049 Scale: as noted Issue For: Site Plan: July 3, 2019 South Building Sheet Number: A2 Exterior Elev's