Loading...
HomeMy WebLinkAboutPZpkt2019-07-01THE CITY OF Anna SPECIAL AGENDA PLANNING AND ZONING COMMISSION July 1, 2019 The Planning and Zoning Commission of the City of Anna will hold a special meeting at 6:30 p.m. on July 1, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum 2. Elect a Planning &Zoning Chairman 3. Training Session from Clark McCoy for the New Commission Members 4. Adjorn This is to certify that I, Maurice Schwanke, Director of Planning and Development, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 6:30 p.m. Jytne 28, 2019. Ma rice Schwanke Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Special Agenda 07-01-19 Page 1 of 1 Posted 06-28-19 THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION July 1, 2019 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on July 1, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance Location Map 3. Consider/Discuss/Action on recommendation regarding the Custis Estates Development Plat. 4. Consider/Discuss/Action on recommendation regarding the Turbyfill Addition Final Plat. 5. Consider/Discuss/Action on recommendation regarding the Altice/Suddenlink Addition Final Plat. Consider/Discuss/Action on recommendation regarding the Wal-mart Anna Addition Block A, Lots 2R and 3R Replat of Block A, Lots 2 and 3. A) Conduct a public hearing to consider public comments regarding a request by Brian Bischoff, the owner of the property. The property is currently zoned as a Commercial Planned Development. The applicant requests to replace the existing Zoning with a revised Commercial Planned Development that will allow for a canopy for individuals who are processing orders at a restaurant drive-thru. The structure will be within the Front Building Setback. The section of property is located on the Northeast corner of Highway 75 and White St (FM 455). B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owners of the property to replace the existing zoning with a revised, FillPld zoning. 8. Consider/Discuss/Action on recommendation regarding the Chick -fit -A Site and Landscape Plan. 9. Consider action to approve minutes of the June 3, 2019 Planning and Zoning meeting. 10. Adjorn This is to certify that I, Maurice Schwanke, Director of Planning and Development, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. June 28, 2019. rd 44 aunce Schwank Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972- 924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 07-01-19 Page 1 of 1 Posted 06-28-19 THE CITY OF Anna AGENDAITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice Schwanke Upload Date Type 6/25/2019 Exhibit THE CITY OF Anna AGENDAITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Custis Estates Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is specifically located at 8578 Trails End Ln. The tract is in the Thomas McClanahan Survey, Abstract No. 560 and contains 5.008 acres of land. The owner has placed a new mobile home and shop on the property. The submittal meets the City of Anna development plat requirements. The applicant is aware that the future Collin County Outer Loop may encroach on this property and has agreed that their mobile home may need to be relocated in the future. STAFF RECOMMENDATION: Approval of the Custis Estates Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 6/24/2019 Exhibit 6/25/2019 Exhibit K P t I t 50' PRIVATE ROAD ROW & UTILITY EASEMENT VOL. 1404, PG. 457 VOL. 5277, PG. 4927 L. R. C. C. T. POB NORTH SCALE 1 "= 30' C.M. = CONTROLLING MONUMENT CIRS = CAPPED 1/2" IRON ROD SET STAMPED (4613) IRF = IRON ROD FOUND = POWER POLE = GUYWIRE Q = AC UNIT ® = GAS METER © = WATER METER ® = WATER VALVE ® = STUBOUT ❑ = FENCE POST ®= CANOPY/COVERED AREA NICHOLAS AND SHERRI BOCANEGRA VOL. 5825, PG. 5457 D.R.C.C.T JOSE AND MARTIN HERNANDEZ C.C. 20190307000239930 D.R.C.C.T HALLEE MURPHY C.C. 20180119000073910 D.R.C.C.T MARK AND CAROL BARRAT REVOCABLE TRUST C.C. 2017061900079380 D.R.C.C.T MARK MCELWEY 20170714000927480 D. R. C. C. T KIMBERLY ANN AND JONATHAN E MEDINA C.C. 2017069000748850 D.R.C.C.T 50' PRIVATE ROAD ROW & UTILITY EASEMENT VOL. 5277, PG. 4927 L. R. C. C. T. CORY AND LINDSAY OLDEEN C.C. 20150102000002520 D.R.C.C.T LEGAL DESCRIPTION BEING a tract of land situated in the Thomas McClanahan Survey, Abstract No. 560, Collin County, Texas and being all of a called 5.008 acre tract conveyed to Patrick and Sherry Custis as recorded in Instrument No. 20190502000490480 of the Land Records of Collin County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a to a 112" iron rod found for corner at the northwest corner of said 5.008 acre tract; THENCE N 88°43'01 " E a distance of 41 1.61 ' to a 318" iron rod found for corner, THENCE S 01 °06'59" E a distance of 453.76' to a 318" iron rod found for corner, THENCE S 69°33'03" W a distance of 442.93' to a point for corner; THENCE N 00°30'36" W a distance of 599.23' to the POINT OF BEGINNING and containing 218,140 Square Feet or 5.008 Acres of land. FLOOD NOTE This property falls in Zone X according to the Flood Insurance Rate Maps, Panel No. 48085C0180J, Map Revision June 2, 2009, as published by the Federal Emergence Management Agency. 1. Copyright 2019, Surdukon Surveying, Inc. 2. This Development Plat is being provided solely for the use of the current parties. 3. This Plat is subject to all easements of record. 4. The basis of bearings, horizontal and vertical position are derived from Texas WDS RTK Network, Texas State Plane Coordinates System, Nod83, North Central Zone, Nod 83 (CORS96) Epoch 2002.0, Vertical position are referenced to NAVD88 using (GEIOD03). 5. The location of the 250' Outer Loop location is based on City Staff and may be subject to relocation. Upon final approval of the Outer Loop Route the existing structures may need to be moved. VICINITY DEVELOPMENT PLAT CUSTIS ESTATES 5.008 ACRES OUT OF THE THOMAS Mc CLANAHAN SURVEY ABSTRACT NO. 560 COLLIN COUNTY, TEXAS OWNER PATRICK AND SHERRY CUSTIS 8578 TRAILS END LANE ANNA, TEXAS 75409 (318) 332-1565 SURVEYOR SURDUKAN SURVEYING, INC. P.O. BOX 126 ANNA, TEXAS 75409 (972) 924-8200 FIRM NO. 10069500 SCALE 1" = 30' DATE. JUNE 10, 2019 JOB No. 2019-46 THE CITY OF Anna AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice Schwanke Consider/Discuss/Action on recommendation regarding the Turbyfill Addition Final Plat. SUMMARY: The final plat for your review is located within Anna's extra territorial jurisdiction and is located generally on the North side of County Road 177. One of the proposed lots within the plat has an address of 5150 County Road 177. The tract is in the Joseph Mitchum Survey, Abstract No. 590 and the John L. White Survey, Abstract No. 104. It contains 7.382 acres in total and will contain 2 lots. This submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Turbyfill Addition Final Plat. ATTACHMENTS: Description Location Map Final Plat Upload Date Type 6/24/2019 Exhibit 6/24/2019 Exhibit COLLIN COUNTY NOTES: STATE OF TEXAS § COUNTY OF COLLIN § 0 CURVE TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C1 14°08'03' 633.20' 156.20' IN 79°56'05" E 155.81 C2 13*10 29 528.01 121.41 N 79°27 18 E 121.14 C3 5°07 46' 2121.65' 189.94' IN 88°36'25" E 189.88' LINE TABLE LINE BEARING DISTANCE L1 N 48°32 40 E 78.66 L2 N 67°34'53" E 55.36' L3 N 32°40'50" E 52.60' L4 S 84*48'18" E 69.13' L5 S 73°23'06" E 88.20' L6 N 49°51 48 E 53.19 L7 N 21 ° 34' 13" W 141.23' L8 N 49°27 04 E 33.88 L9 S 74°47'04" E 68.38' L10 N 59°46'58" E 35.41' L11 N 08°44'30" E 47.07' L12 N 70°34'20" E 62.62' L13 N 01 *05 17 E 9.94 L14 IS 01*10'53" W 18.59' I Two Story Wood Siding Residence 0 r; 2.1 N One Story 2.2 Wood Siding Residence CALLED 30.1 ACRES GEORGE & CYNTHIA FINLE` CC# 2012081500100829C L. R. C. C. T. CALLED 50.411 ACRES TOM & LINDA SCOTT VOLUME 4184, PAGE 950 L. R. C. C. T. i CALLED 23.900 ACRES KELLIE SUR VET VOLUME 5378, PAGE 4922 L. R. C. C. T. JAIL D_ 1. All lots must utilize alternative type On -Site Sewage Facilities. 2. Lot 1 has two (2) existing structures with one (1) existing, alternative. 3. Must maintain state -mandated setback of all On -Site Sewage Facility components from any/all easements and drainage areas, water distribution lines, sharp breaks and/or Creeks/rivers/ponds, etc. (Per State regulations). 4. There are no water wells noted in this subdivision and no water wells are allowed without prior approval from Collin County Development Services. 5. Individual site evaluations and OSSF design plans (meeting all State and County requirements) must be submitted to an approved by Collin County for each lot prior to construction of any OSSF system. HEALTH DEPARTMENT CERTIFICATION I hereby certify that the onsite sewer facilities described on this plat conform to applicable OSSF laws of the State of Texas, of Texas, that site evaluations have been submitted representing the site conditions in the area in which on -site sewage facilities are planned to be used. ----------------------------------- Registered Sanitarian or Designated Representative Collin County Development Services CALLED 38.828 ACRES JOHN & ANDREA HENDRIX CC# 20190204000117700 L. R. C. C. T. V0 o, NORTH SCALE 1 "= 50' LEGEND TE C.M. = CONTROLLING MONUMENT CIRS = CAPPED 1/2" IRON ROD SET STAMPED (4613) IRF = IRON ROD FOUND NOTES: 1. The original copy will have original signatures, stamp seal and an impression seal. 2. Copyright 2019, Surdukan Surveying, Inc. 3. This survey is being provided solely for the use of the current parties. 4. This survey is subject to all easements of record. 5. The basis of bearings, horizontal and vertical position are derived from Texas WDS RTK Network, Texas State Plane Coordinates System, Nod83, North Central Zone, Nod 83 (CORS96) Epoch 2002.0, Vertical position are referenced to NAVD88 using (GEIOD03). LOCATION MAP APPROVED THIS DAY OF BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS. MAYOR 2019 WHEREAS Wanda Turbyfill is the owner of a tract of land situated in the Joseph Mitchum Survey, Abstract No. 590, Collin County, Texas, and the John L. White Survey, Abstract No. 1014, Collin County, Texas, and being all of a 7.382 acre tract conveyed to Wanda Turbyfill as recorded in County Clerks No. 20161020001423370 of the Land Records of Collin County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a to a 112" iron rod found for corner on the north side of County Road No. 177 at the base of a corner post at the southwest corner of said 7.382 acre tract and being the southeast corner of a tract conveyed to George & Cynthia Finley as recorded in County Clerks No. 20120815001008290, Land Records of Collin County, Texas; THENCE N 01°05'17" E following the west line of said 7.382 acre tract a distance of 576.40' to a point for corner in a creek; THENCE N 48°32'40" E a distance of 78.66' to a point for corner in a said creek; THENCE N 67°34'53" E a distance of 55.36' to a point for corner in a said creek; THENCE N 32°40'50" E a distance of 52.60' to a point for corner in a said creek; THENCE S 84*48'18" E a distance of 69.13' to a point for corner in a said creek; THENCE S 73°23'06" E a distance of 88.20' to a point for corner in a said creek THENCE N 49°51 '48" E a distance of 53. 19' to a point for corner in a said creek; THENCE N 21*34'13" W a distance of 141.23' to a point for corner in a said creek; THENCE N 49°27'04" E a distance of 33.88' to a point for corner in a said creek; THENCE S 74*47'04" E a distance of 68.38' to a point for corner in a said creek; THENCE N 59°46'58" E a distance of 35.41 ' to a point for corner in a said creek; THENCE N 08°44'30" E a distance of 47.07' to a point for corner in a said creek; THENCE N 70°34'20" E a distance of 62.62' to a point for corner in a said creek and being in the east line of said 7.382 acre tract; THENCE S 01 ° 10'S3" W following the east line of said 7.382 acre tract a distance of 871.97' to a 100d nail found for corner on the north side of County Road No. 177; THENCE N 87°12'29" W following the north side of County Road No. 177 a distance of 216.11' to a 112" iron rod found for corner, THENCE S 70°28'53" W following the north side of County Road No. 1 77a distance of 159.50' to a P.K. nail found for corner, THENCE S 88°26'33" W following the north side of County Road No. 177 a distance of 95.98' to the POINT OF BEGINNING and containing 321,577 Square Feet or 7.382 Acres of land. OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT Wanda Turbyfill is the owner and does hereby adopt this plat designating the hereinabove described property as TURBYFILL ADDITION, LOT 1 & 2, BLOCK 1, 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 some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the - - - - day of ----------------, 2019. WANDA TURBYFILL, OWNER BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Wanda Turbyfill, 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 some in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this - - - - day of Notary Public in and for Collin County My Commission Expires: - STATE OF TEXAS § COUNTY OF COLLIN § 2019. I, DAVID J. SURDUKAN, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this plat 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 regulations of the City of Anna, Texas. Registered Professional Land Surveyor Registration No. 4613 BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared David J. Surdukan, 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 some in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ____ day of Notary Public in and for Collin County My Commission Expires: _ 2019. FINAL PLAT TURBYFILL ADDITION LOT 1 & 2, BLOCK 1 BEING 7.382 ACRES OUT OF THE JOSEPH MITCHUM SURVEY ABSTRACT NO. 590 JOHN L. WHITE SURVEY ABSTRACT NO. 104 COLLIN COUNTY, TEXAS OWNER SURVEYOR WANDA TURBYFILL SURDUKAN SURVEYING, INC. 5150 COUNTY ROAD NO. 177 P.O. BOX 126 CURRENT PROPERTY ADDRESS CITY SECRETAHY ANNA, TEXAS (214) 477-5897 (972) 924-8200 � „ 5150 COUNTY ROAD NO. 177 FIRM NO. 10069500 „ CELINA, TEXAS 75009 „ E Property ID: 2745481 SCALE 1 " = 50' DATE. JUNE 4, 2019 JOB No. 2019-45 ` 5 . THE CITY OF Anna AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Altice/Suddenlink Addition Final Plat. SUMMARY: The Altice/Suddenlink Addition Final Plat is located in the Granderson Stark Survey, Abstract No. 798. The plat contains approximately 0.936 acres covering a section of land at 921 South Powell Pkwy. The plat contains one lot. Additional comments regarding the site will be addressed at a later date with the Site and Landscape Plan such as required paved parking/fire protection. STAFF RECOMMENDATION: Approval of the Altice/Suddenlink Addition Final Plat. ATTACHMENTS: Description Location Map Final Plat Preliminary Grading & Drainage Plan Letter of Intent Upload Date Type 6/24/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit WHITE STREET (F.M. 455) Y eg 0 WNER'S CER TIFICA TE 75 IL CONCRETE TXDOT LOT 2R MONUMENT 10 UTILITY EASEMENT FOUND — I INSJ� NO. 2012-325 RICHARDSON ADDITION f Z z I I �.C.C.T. INS T. NO. 2012-325 M N R.O.W. DEDICATION P.R.C.C.T. 1 I Q 1- I Q o 1- I r -7 INST. N0. 20190327000321250 w I c> a ci U N c> I W I w I D.R.C.C.T. I �0 917 S. POWELL PKWY. I I C; UJ z M CLARENCE RICHARDSON Q I I �ma 3 JN I a l I z' I^ z o v ZONED. "SFi ' I 1 /8" II ON RqD I �o� z / / /?P, 5433" I m D_ 5' DRAINAGE 8 \ CAP FOUND I- UTILITY EASEM NT z I I III I I CAB. 0, P. 6 > I w I PANT I III I I P.R.C.C.T. 1 Qa I I I I I 1GAS �QI II I 0. 5' LUS 3 12"ANS— \ I PAINT" 18" OAK 12" HACKB RY 6' H KBE Y �� /4 6-16" HACKBERRY 12 GV do I GAS CONNECTION 4'�BOIS D'ARCI �00 1, • T KI I 20" OAK S 88� \ 5/8" RON ROD No METER � y / I • 5/,_ 8' IRON ROD CO FOU\ N 7N 19'17" E, 0.33') I J �• 20" CEDAR CAPTXFOUND -DOr ROWMONUMENT" LID \ I Iiw� 1 UNDERGROUND SERVICE I5' WATER \ 50' PHONE MARKER I r POLE NO/METER I EASEMENT rn (0 1 I I I I (B Y THIS P, A T) y O Q \ I (HACKBERRY WM 20 LANDSCAPE EASEMENT( \ 695� / \ �� I I CRECLUSTERTLEI (BY THIS PLAT) UTILITY EASEMENT I INST. N0. ) F f~I 5/8" IRON ROD 20120110000030870 I m I I PPW/ W/ RPLS 5256" D.R.C.C.T. G r� 1� 1 CAP FOUND I IL Q I V 12' SANITARY SEWER 5)S i SANI AR S ER I I 1 Q I I C" I 121" PECAN I J h L 20.14' m II I I 1 h m 24" AK GAS mI PAINT Q ► �� I 1 5/8" IRON RODI / I I W/ "TXDOT ROW MONUMENT" \ I I I CAP FOU ID I I U � LO g FUTURE TXDOT rn \\ � cp I N I R.O.W. DEDICATIO W N I i I i I 1 E Li 0,i9� I I I I I 24' CROSS ACCESS EASEMENT �\ I I I I I (BY THIS PLAT) \ I I I = UTILITY EASEMENT 1 I I I I I INST. N0. I \ I 20120110000030860 5/8" IRON ROD D.R.C.C.T. I / rn II W / 'RPL S 5256" L9 CAP FOUND I I I I 1 I I I I 1 �� \ \ I ®20.5 ' \ \ I 95 N5/8" 6 IRON ROD \ TXMONUMENT" CAPFOUND \ \ \ I I FUTURE TXDOT _ — ) 696` R.O.W. DEDICATION I I I I \I4" OAI \ j I //I I I 1 I 1 I 1 I 1 I I I 1 I 10' DRAINAGE 8 UTILITY EASEMENT M I CAB. 0, P. 635 I I P.R.C.C.T. I I 10", 14" AND 18" OAK 6" AND 10" HACKBERRY 6" CEDAR 8" HACKBERR —_J-- • OAK ZONED. "C-2" 301.74' N 8803/'02" W EX. SHED _J TO BE N REMO VED I 20.2' 1 TRACT 2 20,814 sq. ft. 0.478 acres 925 S. POWELL PKWY. ALTICE USA, INC. INST. NO. 20181226001561580 D. R. C. C. T. t" OAKS wit, 4" CEDAR 8% 10" AND 12" OAK —698 l � \ I I LOT 4 I \ I I I RICHARDSON ADDITION / CAB. 0, P. 635 I\ P.R. C. C. T. I \ 1 "' `° 1 I \\\ 918-920 INTERURBAN ST. I I l o 0- I I CLARENCE RICHARDSON �I J o ) I I ZONED: "TF" N I O � T ao 699� 5' Dg A MAGE 8 2-18" HACKBERRY �xILITY KASEMENT I CAB. 0, P. �35 CONCRETE I I j 4" HACKBERRY Y 4" CKBERRY P.R.C.C.T. PAVEMENT `69 a \ 9. II — — — — — -- — — — —1 -----6 —4", 8" AND 10" HACKBERRY TRACT l 19,942 sq. ft. 0.458 acres 921 S. POWELL PKWY. ALTICE USA, INC. INST. NO. 20181226001561580 D. R. C. C. T. 321. 88' TOTAL 40,756 sq. ft. 0.936 acres --698 --� LOT I, BLOCK I AL TICE/SUDDENLINK ADDITION 44.3' a EX. SHED TO BE REMO VED 4.3 303.05' N 88.3I'02" W 323.61' SWACCHA, LLC. INST. NO. 20190218000166800 69) D. R. C. C. T. ZONED. "C-l" 699 99 �WM ❑� I 12" AND f 16" CEDAR 2" Point Q / 30" HACKBE4Y 12" OAK 20' OAK Beginning 35' 1/2" IRON ROD I W / RPLS 4709" I h CAP FOUNDI I �O • � 6" H ERR Ob 698.\ (0 I I Or to Io / I r.0 0" ERRY 1 �• I 36" DEAD TREE • CO 698 / �o0) r 4" HACKBERRY ,Q//tEDAR cep r7/ \ 2 }' CEDAR GENERAL NO TES I. Purpose of this Plat: To create one lot, from two tracts of land, 2. Lot -to -lot drainage /s not allowed. 5/8" IRON ROD W % Rh S 5256" C i P i OUND z� O 697— - — ZIP I I o �I� I N Nlm 20' LANDSCAPE I l I EASEMENT I I / rn (B Y THIS PL A T) I I / I I 1/2" IRON ROD FOUND 3. Subject property is shown on the National Flood Insurance Program Flood Insurance Rate Map for Collin County, Texas, Map No. 48085C0/60J, effective Date: June 2, 2009. All of the subject property is shown to be located In Zone "X". SURVEYOR'S CER TIFICA TE v� 1100, 10 a S TA TE OF TEXAS COUNTY OF COLLIN WHEREAS, Altice USA, Inc. is the owner of a 0.936 acre tract of land situated in the Granderson Stark Survey, Abstract No. 798, City of Anna, Collin County, Texas and being all of those tracts known as Tract 1 and Tract 2 as conveyed to Altice USA, Inc. by General Warranty Deed recorded in County Clerk's Instrument No. 20181226001561580, Deed Records, Collin County, Texas; said 0.936 acre tract being more particularly described by metes and bounds as follows; BEGINNING, at a 1/2-inch Iron rod with plastic cap stamped "RPLS 4709" found at the northeast corner of said 0.936 acre tract; said point also being the northeast corner of said Tract l; said point also being the southeast corner of Lot 4, Richardson Addition, an addition to the City of Anna, Texas according to the plot thereof recorded In Cabinet 0, Page 635, Plot Records, Collin County, Texas; said point also being on the west rlght-of-way line of Interurban Street (variable width); THENCE, South 02 degrees 29 minutes 28 seconds West, with said west right-of-way line, passing at a distance of 62.13 feet a 5/8-inch iron rod with plastic cap stamped "RPLS 5256" found at the southeast corner of said Tract l; said point also being the northeast corner of said Tract 2; continuing, in all, a total distance of 126.63 feet to a 1/2-inch iron rod found at the southeast corner of said 0.936 acre tract; said point also being the southeast corner of said Tract 2; said point also being the northeast corner of a tract of land conveyed to SWACCHA, LLC by deed recorded in County Clerk's Instrument No. 20190218000166800, Deed Records, Collin County, Texas; THENCE, North 88 degrees 3/ minutes 02 seconds West, with the common line of said 0.936 acre tract and SWACCHA, LLC tract, passing at a distance of 303.05 feet a 5/8-inch iron rod with plastic cap stamped "TXDOT ROW MARKER" found; continuing, in all a total distance of 323.61 feet to a 5/8-Inch Iron rod with plastic cap stamped "RPLS 5256" found at the southwest corner of said 0.936 acre tract, said point also being the southwest corner of said Tract 2; said point also being the northwest corner of said SWACCHA, LLC tract; said point also being on the east right-of-way line of Powell Parkway (State Highway No. 5) (varlab/e width); THENCE, North 04 degrees 0l minutes 26 seconds East, with said east right-of-way line, passing at a distance of 64.55 feet a 5/8-Inch iron rod with plastic cap stamped "RPLS 5256" found (5/8-inch iron rod with plastic cap stamped "TXDOT ROW MARKER" found South 88 degrees 3/ minutes 02 seconds East, 20.14 feet) at the northwest corner of sold Tract 2, said point also being the southwest corner of said Tract l; continuing, in all, a total distance of 126.72 feet to a 5/8-Inch iron rod with plastic cap stamped "RPLS 5433" found (5/8-inch iron rod with plastic cap stamped "RPLS 5433" found North 88 degrees 3/ minutes 08 seconds West, 10.00 feet) at the northwest corner of said 0.936 acre tract; THENCE, South 88 degrees 3/ minutes 08 seconds East, continuing, with said east right-of-way line, passing at a distance of 10.05 feet a 5/8-Inch iron rod with plastic cap stamped "RPLS 5433" found at the southwest corner of Lot 2R, Richardson Addition, an addition to the City of Anna, Texas according to the plot thereof recorded in County Clerk's Instrument No. 2012-325, Plat Records, Collin County, Texas; leaving said east right-of-way line and continuing with the common line of said 0.936 acre tract and Lot 2R, passing of a distance of 10.23 feet a 5/8-inch iron rod with plastic cap stamped "TXDOT ROW MARKER" found; continuing, in all, a total distance of 320.22 feet to the POINT OF BEGINNING, CONTAINING, 40,756 square feet or 0.936 acres of land, more or less, 0 WNER'S DEDI CA TION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, Altice USA, Inc., acting herein by and through It's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as BLOCK I, LOT I, AL TICE/SUDDENLINK 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 utillties, 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. ALTICE USA, INC. By: Date: S TA TE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public in and for said State, on this day personally appeared , known to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for as the act and deed for the purposes and consideration therein expressed, and in the capacity therein stated. Given under my hand and seal of office this the day of . 2019. Notary Public in and for the State of Texas LEGEND �PP POWER POLE Z KNOW ALL MEN BY THESE PRESENTS: 7TH ST ®wv WATER VALVE o THAT 1, Robert W. Schneeberg, a Registered Professional Land Surveyor, In the State of Texas, do hereby certify that l have CERTIFICATE OF APPROVAL FIRE HYDRANT WHITE prepared this plat from an actual on the ground survey of the land and the monuments shown thereon were found and/or placed m under my personal supervision and in accordance with the Subdivision Regulations of the City of Anna, Texas. Approved this the day of 2019 by the City Council, City of Anna, Texas. ❑JB JUNCTION BOX w row GAS VALVE N W �, Z z RELEASED 0611812019 - FOR REVIEW ONLY —� METAL SIGN I Q 3 3 N - NOT TO BE RECORDED Oss SANITARY SEWER MANHOLE w " i CITY OF w Robert W. Schneeberg, Texas R.P.L.S. No. 4804 Mayor City Secretary —OHP OVERHEAD POWER LINE j ANNA a —0— FENCE SI TE S TA TE OF TEXAS COUNTY OF DALLAS FINAL PLAT CAB. CABINET V. VOLUME FOSTER CROSSING RD BEFORE ME, the undersigned authority, a Notary Public in and for said State, on this day personally appeared Robert W. Schneeberg, LOT 19 BLOCK I P. PAGE known to be the person whose name is subscribed to the foregoing Instrument and acknowledged to me that he executed the some No. NUMBER COLLIN COUNTY for as the act and deed for the purposes and consideration therein expressed, and in the capacity therein stated. ALTICE/SUDDENLINK ADDITION OUTER LOOP 20 0 20 A O `t PLAT RECORDS, Given under my hand and sea/ of office this the day of 2019. P.R.C.C.T. COLLIN COUNTY, TEXAS Scale in Feet VICINITY MAP �� ENGINEER —SURVEYOR: 0.936 ACRES OF LAND D.R.c.c.T. DEED RECORDS, NTS ALTICE USA, INC. GONZALEZ & SCHNEEBERG, ONE LOT COLLIN COUNTY, TEXAS 1111 Stewart Ave. ENGINEERS & SURVEYORS, INC. INST. No. INSTRUMENT NUMBER Bethpage, New York ROBERT SCHNEEBERG, P.E., R.P.L.S. BEING TWO TRACTS OF LAND CONVEYED TO Notary Public in and for the State of Texas robert.schneeberg®gs—engineers.com ALTICE USA, INC CONTACT 2100 Lakeside Boulevard INSTRUMENT NO. 20181226001561580 JOE CARTER Suite 200 D.R.C.C.T. Project Manager Richardson, Texas 75082 GRANDERSON STARK SURVEY, ABSTRACT NO. 798 Ascent, LLC Phone: 972-516-8855 CITY OF ANNA, COLLIN COUNTY, TEXAS 2350 Ball Drive St. Louis, Missouri 63146 Phone: 314-810-1550 Gonzalez &Schneeberg 2100 Lakeside Boulevard Suite 200, Richardson, Texas engineers surveyors 75082 - (972) 516-8855 Engineering Firm No. F-3376 Surveying License No. 100752-00 SCALE DATE PROJ. NO. DWG. NO. NO. DATE REVISION 1" = 20' JUNE, 2019 6852-19-03-19 6852 pre —plat y � y 7TH ST y O WHIT 2 O 2 o G m J 2 LL z 3 w "' y LL c�rr 2 OF fn ANNA a SITE GR 366 COLLIN COUNTY OUTER LOOP -N- I I, I wl I 1 VICINITY MAP NTS I I I 1 CONCRETE TXDOT 1 �I 1 20 0 20 40 x 10' UTILITY EASEMENT LOT 2R I LOT 4 I Scale in Feet MONUMENT �� I INST. NO. 2012-325 FOUND RICHARDSON ADDITION RICHARDSON ADDITION ' j o ;,� ( o m I P.R.C.C.T. INST. NO. 2012-325 I CAB. 0, P. 635 I z R.O.W. DEDICATION I P.R.C.C.T. Q < N P.R. C. C. T. I W o N o /' I 6g1 INST. N0. 20190327000321250 3 1 d N ti O.R.C.C.T. z d ti y I w I w Lil I in 9/7 S. POWELL PKWY. `� I I 9/8-920 INTERURBAN ST. z �I. ? M CLARENCE RICHARDSON I I CLARENCE RICHARDSON I a 13maImma z m ¢. I -�% I Z N ZONED: "SF I 10' DRAINAGE a ZONED: "TF" I "T I o 'j UTILITY EASEMENT N 5/8" IRON ROD I z ¢ I M I CAB. 0, P. 635 / RP(S 5433' m a 5' DRAINAGE a I ^ ^ P.R.C.C.T. (p 1!I CAP FOUND I O i0 N UTILITY EASEMENTCA CAB. O, P. 635 I I 10", 14" AND 699. 5' DRAINAGE a j a� 1pp NT II( I �\ I P.R.C.C.T. I I I6" oAK 6' AND 10' UTILITY EASEMENT III I W LEGEND y W { HACKBERRY 2-IB" HACKBERRY 63F CONCRETE 1 Q2 J I11 I I I I 6' CEDA 6. OAK 4' HACKBERRY CAB. Q P. I PAVEMENT IL W 1 4I { 1 I CRE Mtf?aLE SHED I 8' HACKBERRY 4' HACKBERRY P.R.C.C.T. 1/2" IRON ROD -& !. > I y f.YPP POWER POLE 6A6 0 — — — — — _ T44. -6-7 _ _ a• CEDAR W / WPL 4703 9 1 M. U TER 6 OAK — — — — ¢ V \ 1 PAINT JyGV M I6 .OAK 12' HACKBERRY 6' H ERRY i I44.OT — — — — J L Z 10• ANDS— — — — — — — — — — — — — — — — — — I CAP F UND _ _ ____ AR ®w WA ER VALVE —I�� c� 5/08" E ; /8 6 A ee� FIRE HYDRANT W cONAECTION f I,.3Q' 4"IOAKI ,? x o..ti" HACKBERRY 6'4 6 LIa } 8 ❑�B JUNCTION BO OAT \'5/8" RON ROD 0 UETER ll,,�.• Is ARC -.I I I I ,. < 4 C'J '1 cK�E II Jw I FOUN I I 1 5/81 IRON ROD O, 20"OAK 698.90 Vf N�� �h I�•._'AK / I if m I ®Gv GAS VALVE X OAK 2 CE I W/'TX007 ROW MONUMENT' I c0 O p 4'. e• AND I 5 3.0, x A W ro ti IN 7 19.17" E, 0.33') I --j-J PROPOSED 6' SOLI O ~ . ° I ~ ti I 10' HACKBERRY I6' CEDAR 20' OAK o y a I ! y, I CAP FOUND I I2' oax w J� aA 00 -� METAL SIGN Q SO I MARKER I sERvvICE 15' WATER SCREEN/NG \FENCE 14' oAK :. < N 696.45 8 I 35 `(D SANITARY SEWER MANHOLE Q R f HOLE EN R I I EASEMENT I �� ' o' OAV _ O,� 69 I Oss 3 WZ \ I { J ! I I I I I IBY PLAT/I 1 6g$ \ I M I —OHP— OVERHEAD POWER LINE �y 2 AND CAPE (0 n o P �1 C, p \\ / 1 IEERRY i 20' LANDSCAPE \ 698.45 698 1 _ p _ As£MEnr I I i —0— FENCE W ,,jL -� \ N I I EASEMENTI _ WY THIS PLAT I N �. (� \ / J y� ^ 3 CREPE MY TLE I (BY PLAT/ LOT 1, BLOCK I '" 6 ' �I- Z 2 '6g5 11 I I I ausr I ZONED: "C-2" h�4v' 7 98,,, 69b 3 I I { I II { CAB. CABINET h \ ,1 UTILITY IEASEMENT 1 AL T/CE/SUDDENLINK ADD/TIO ��0 6" HACKBERRY I I W I I f PROPOSED BUILDING I I ocO = { 1W I I V. VOLUME �+ U a a m w INST. N0. I4 - A. CO q n P. PAGE /s'I IRON ROD I 16/4 S0. FT. < �� PROPOSED N f JJ i o ` i �l 2oliou000003os7o TOTAL I I �P wi W/ RPLS,S256' D.R.C.C.T. W _ I GENERIq TOh° STEEL FENCE I c, ti Q' �o NO. NUMBER � ^ z 40,756 sq.ft. FF_ 698.85 WITH MASOIIIRY10- HACKBERRY N ai I j W 3 LIGHT CAP FOUND I I Q 1 I e 0 a 1 PLAT RECORDS, l I I 0.936 OCfBS COLUMNS 1 N I { Q k P.R.C. C.T. I 1 I zIa 69a45 I p J J 2 3 COLLIN COUNTY, TEXAS �1 h1 2 SANITARY SEWER 36' OEAD IJ`I SANITAR S ERI I �U I I O I . I I 14 { I. of 4• NACKBE�RY o DEED RECORDS W 3 0' PE AN I W a Co y I I 921 S. POWELL PKWY. cb N s.Q' o.o' 7Q I I �"' 698 of I 1 1 0 \ D.R.C.C.T. �I I W ? a O N eDAR I: COLLIN COUNTY, TEXAS MATCH Ex. PVMT I I I o y I AL TICS USA, INC. v a CC ml ® 4.2'��4. 0' N �u I o> j 4.1 \ W TP 694.40 GA \ Q J I '� m INST. NO. 20181226001561580 W b j�a' fO Q V INST. No. INSTRUMENT NUMBER [ m 14 J O I I 24' OAK j 6.0' O ,tip" W SRPLS 5256ROD I/ I Q Q /{ rn O f D.R.GC. T. i PAINT lV r`�^ Q 1 I I q 41 U m, CAP FOUND za' CEDAI I h R' m � 9.0' �.. <�', I { a ' 4 1 W I V1 VAULT Q I J 3 I + 24' CROSS ACCESS L _I °j " Q,' IuI O Q j I J { I I I I I 1 EASEMENT 14i I z I { h k z '�� TR UTILITY TRANSFORMER IOrR I I I �� 1 IBY PLATI ` �. 1� I MATCH EX. PVMT M � L4) 9'x/8' P RKING EXISTING TREES I u W3 A i W I i = FUTURE I TXDOT TP 697.5 g o N I I R.O.W. DEDICATION 69a J> I p 41 a 69 1 a s Q I SPACES 36' 697 m m x Q i t 1 W ti I� I II 1 Oyu I I I N I lOR C) O UTILITY �EASIEMENT I PROPOSED GRAVEL O 4j CONPROCRETED PAVEMENT IR.O.W.1 4/.s' it { °2 I i 20&10000630860 I DRIVEWAY —► o PROPOSED GRAVEL I I y W W it FH II { D.R.C.C.T. I I N DRIVEWAY —�� a U, II PROPOSED PRIVATE 1 rn IN 2 p I W { CONCRETE PAVEMENT W u 1 I I v® I I I PROPOSED 6' SOLI I v II I .5'EX 1 i IQ' FH WY I I I SCREENING FENCE 69 f— v6 I ! I PROPOSED W J1 697 �— —► N 69 N —� v I y az n ° GRAVEL DRIVEWAY N N4�y, I I� W l w rn 1 o a 3 W MATCH £X. PVMT Eg)\ N 8803/'02" W 697. 6g� I W Q'R FLOW LINE �¢ y Q rn 693. TO I 5/8" IRON ROD 323.61' w/ rxaaraawMORuuERr 1/2" IRON ROD w W 4 ~ I 564 PROPOSED CONTOUR LINE 1 CAP FOUND \ h U Q ti W w SWACCHA, LLC. FOUND OQWU U W a O 3 OI M 1 `� 5/8" IRON ROD \ INST NO. 20/902/8000166800 a Q 2 I} 2 O0I- FUTURE TXDOT `_ — _ 6g) D.R.C.C.T ggT a o 3 of y F — '564- — EXISTING CONTOUR LINE / 1 1 CAP' - R.O.W. DEDICATION a a MATCH EX. PVMT O y i ZONED: "C-l" TP 697.10 I I I I I OWNER CONTACT I ALTICE USA, INC. Joe Carter 1111 Stewart Ave. Ascent, LLC. Bethpage, New York (314) 810-1550 joe.carter@aseentcorp.com R ro Q PRELIMINARY �a I GRADING AND DRAINAGE PLAN 0 COMMERCIAL DATA CENTER ALTICE/SUDDENLINK ADDITION LOT 1, BLOCK 1 EXISTING ZONING: "C-2" CITY OF ANNA, COLLIN COUNTY, TEXAS P J. NO.: S — —02-09 DWG. NO: 6 w Gonzalez & Schneebe b 2e 2 Lakeside soul, Tex Suite 200, Richardson, Texas engineers Is surveyors 75082 - (972) 518-8855 Engineering Firm No. F-3376 Surveying License No. 100752-00 DESIGN DRAWN DATE SCALE NOTES FILE NO. GSES GSES DUNE 1" = 20' NO. DATE REVISION April 15, 2019 City of Anna, TX P.O. Box 776 Anna, TX 75409 To: Whom it May Concern —Planning &Zoning From: Altice —Property Owner 921 South Powell Parkway Anna, TX 75409 fte: Platting Review - 921 South Powell Parkway Please take this correspondence as the letter of intent describing the intended use of the property listed above. Altice intends to use the property as a commercial building housing data processing equipment and act as a local HUB for headend cable TV and internet services. The intent is that the building be periodically visited by Altice employees, is not open to the public, and is not an "occupied" facility. There is not space for personnel to utilize offices or otherwise. Should you have further questions on details feel free to contact me per the information noted below. Thank you. ��Pfa Olesen-Ferrai Vice president of Critical Systems Altice USA ALTICE USA 11115TEWART AVENUE, BETHPAGE, NEW YORK 11714 THE CITY OF Anna AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Wal-mart Anna Addition Block A, Lots 2R and 3R Replat of Block A, Lots 2 and 3. '411jiliff-11XIA The Wal-mart Anna Addition Replat is located in the Thomas Rattan Survey, Abstract No. 782. The plat contains approximately 2.1094 acres covering a section of land at the Northeast corner of Highway 75 and White St (FM 455). This is a replat of Block A, Lots 2 & 3 of the previously approved Final Plat in order to add additional easements. Star Bucks and a new strip center will be located on these lots. STAFF RECOMMENDATION: Approval of the Wal-mart Anna Addition Block A, Lots 2R and 3R Replat of Block A, Lots 2 and 3. ATTACHMENTS: Description Location Map Final Plat Upload Date Type 6/24/2019 Exhibit 6/24/2019 Exhibit W SITE WHITE STREET (F.M. 455) 1 OWNER'S CERTIFICATE G❑AP❑IC SCALE I❑ FEET 30 0 15 30 0 1" ❑ 30❑❑ 24X3❑ 50.5LFIL-ELADE-ACCESS LUTILITD ADD DDAI❑AGE I-ST❑. CO. 20150D02000::47420 S. -JATTOJ SUr -1E -i.P.D.C.C.T. T''OMAS 'ATTOD SUDDEDLA❑STEACT D0. 782 \ 10-ELECT IC EASEME T ` I ST . 0. 20150 02000 47420 .P. .C.C.T. 1 I I LID � NI -, o CU Q O C7 -0 �-: 1 7 O o Lu J vJ ALUMIi UMTXDOT� �Q 1 Q _.O. . MO . F D. J -tom+ Q BRS. WY05'W, 0.28' OI 'r 1 I 0 0 I N w I 0 M CV O 0 M I z I SC CALLED 4.0-8 AC❑E STATE OF TEXAS I_ST. D0.201703140003258 0 ❑.P.D.C.C.T. 20 LA DSCAPE AID ATE EASEME T OL. 2017 PG.54 P. 1.C.C.T. ALUMI UM TXDOT .O. . MO.. F D. I 20 PE MA E IT ATE J EASEME T CIT OF A I A TEXAS I ST. 0.20150123000757310 .P. .C.C.T. I I BENCH MARK LIST P. IB. SC T❑M C1: S-uare with "X" cut on the northeast corner of a headwall at the northeast corner of the intersection of F.M. 455 _1L hite Doad❑and the northbound frontage road of U.S. ❑wy. 75 Elev. 117011.11 LM L2: ❑ailroad spite on the south side of a power pole on the east side of the northbound frontage road of U.S. Dwy. 75 approximately 1115 feet north of F.M. 455 __1 hite-load1� Elev. D72D.3_i I L- - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I APP OXIMATE LOCATIO I - - OF A STi ACT LI E 50.5LFI L-ELA❑ E-ACCESS _UTILIT❑ - � 5WUILD1uG SETDACD 10�LECT❑IC EASEME-T A_D DCAICAGE EASEMENT DOL. 2017 PG. 54-1 ❑OL. 2017pG. 541 DOL. 2017 PG. 54-1 / P.C.C.C.T. P.D.C.C.T. P.C.C.C.T. 7 S89°46'13"E 207.530 xS 1 `I sc I CY) 25mUILDICG SETOACD o DOL. 2017 PG. 54-1 BLOCK A, LOT 2R P.❑.c.c.T. 1.0038 ACRES w 1 43,726 SQ. FT. co io C.01 1 M o Z LOT 2D_LOC-J A -i ALMA_iT ADDA ADDITIOD DOL. 2017EPG. 54- P.C.C.C.T. 0 0 PO TIO I OF CALLED 107.52 ACCES SEMI OLEAD❑ATO❑ C CECTE-::L.P. I ST. 10.20080128000100�40 D.P.C.C.C.T. I I I I � El I L8 ::iw"'U F LU w I U) VARIABLE WATER JI I w W C\j I EASEMENT I I U (D J I _ - - - - - - - - - - - - S89°46'13"E 1 LA.8❑-1 El w - - - - - - - - - - - LEI L1 1 o IJ Lw❑ r-------- N89°46'13"W 137.18------- L4 L2 15000 �¢ I L11 L12 �n 20Lx 20LDDAI❑AGE - - LOT 1 D-LOC❑ A I EASEMENT OT C; -i ALMA_iT ADDA ADDITIOD - G3 - - - - DOL. 2017SEE - - - - - - - - - - - - - - - P.C.C.C.T.-----t---N DOL.2017EPG.54- 53.5D- �1 f L 1 sc P.C.C.C.T. r------ ❑ ------------- ------fC4 3.05 15CSADITAE_ SED Ell Oh EASEMEDT 2017LPG. 54L n _10L. P.D.C.C.T. oLq M 24' FIRE ACCESS AND I UTILITY EASEMENT I M 7t CALLED 18.551 ACRES ❑ AL -MA -IT ❑EAL ESTATE CUSI❑ESS T❑UST W O N CD I_ST. D0.2015OL_02000D47410 N O N Cl) M 0 0 0 -i.P.D.C.C.T. z M �' W r E] II I BLOCK A, LOT 3R 0 I M A A 0%�n A 0%r%rc+ - M _ 48,158 SQ. FT. I LOT 3 1 LOC A I ❑ ALMA TA A ADDITIO-i Cl) cl� DOL.2017 PG.54 \ I � P.1 .C.C.T. w ch -,Mn 24' FIRE ACCESS AND IJ I I ,`nn M UTILITY EASEMENT M Z 15ESAEITA❑11 SEC EC AL�2 EASEMENT VARIABLE -DOL. 2017 PG. 541 WATER �/ P.C.C.C.T. EASEMENT M 1 r �N�-L15- - - - - - - - - - - - - in N87°25'07"E N Ln 1.81- L22 Ci I J i ° I L21 I� 1.40 I sc Z I C7� - _ _N87°25'07"E 78.14G- - - �l� r L28 r L20 12 ❑ ------------�` N 4=5°48'40" ------------S87°25'07"W 1J4.10J I CC3C0.50❑ \ C 25.00 _, J 25.50'__, L ❑3 ❑.5 ❑C I _ � � � CB=S2 40 33 E I I SC C11311.55C 174.70 , 225.20'. I S84°25'07 W 20Lx 20LDDAI❑AGE I EASEMENT DOL. 2017LPG. 54L I P.D.C.C.T. LOT 4EOLOCC A I -i ALMA_iT ADDA ADDITIOD 1 I _iOL. 2017 LPG. 54L] I I P.D.C.C.T. DEMAICDED OF CALLED 7.00 ACCES I I D SEMI_OLEA__iATOD D CEuTEuL1.P. I IDST. -10. 20131125001577❑❑0 D.P. L-.C.C.T. STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS CP ANNA RETAIL TWO, LP is the sole owner of the following described tract of land: BEING a tract of land situated in the Thomas ❑atton Survey❑Abstract ❑o. 782❑City of AnnaCollin County❑TexasCand being all of Lots 2 and 3»Ioc❑A of ❑ almart Anna AdditionEan addition to the City of Anna❑TexasCaccording to the Final PlatCrecorded in -olume 2017-Page 5411 of the Plat ❑ecords of Collin CountyDTexasEand being more particularly described by metes and bounds as follows: BEGINNING at a 5/8-inch iron rod with a red plastic cap, stamped "KHA", set for the southwest corner of said Lot 3 and the northwest corner of Lot 400IocCA of said ❑ almart Anna AdditionEsame being on the easterly right of way line of U. S. Cighway 75Ca variable width right of wayEas described in a deed to the State of TexasCrecorded in Instrument ❑o. 201703140003258:10 of the Official Public ❑ecords of Collin County❑Texas_i THENCE North 03°55'31" West, along the westerly line of said Lot 3 and the easterly right of way line of said U. S. -lighway 75:18 distance of 110.05 feet to an aluminum TXDOT right of way monument found for a cornerC THENCE North 03°02'30" East, continuing along the westerly line of said Lot 3, along the westerly line of aforesaid Lot 20and continuing along the easterly right of way line of said U. S. -ighway 75--a distance of 200.❑4 feet to a corner from which Ca found aluminum TXDOT right of way monument bears North 73°05' West, 0.28 feet; THENCE North 07°36'56" East, continuing along the westerly line of said Lot 2 and the easterly right of way line of said U. S. Cighway 75Ca distance of 104.53 feet to a 5/8-inch iron rod with a red plastic cap, stamped "KHA", set for the northwest corner of said Lot 2, same being a southwesterly corner of Lot 1 ❑❑IocCA of said ❑ almart Anna AdditionEl THENCE South 89'46'13" East, departing the easterly right of way line of said U. S. Highway 75, along the northerly line of said Lot 2 and a southerly line of said Lot 1, a distance of 207.53 feet to an "X" cut set in a concrete sidewal= THENCE South 00'13'47" West, along the easterly line of said Lot 2, the easterly line of aforesaid Lot 311and along a westerly line of said Lot 1 Ca distance of 3E3.50 feet to a 5/8-inch iron rod with a red plastic cap, stamped "KHA", set for the point of curvature of a tangent curve to the left; THENCE in a southerly direction Econtinuing along the easterly line of said Lot 3 and the westerly line of said Lot 1, and along the arc of said curve to the left, through a central angle of 05°48'40", having a radius of 360.50 feet, a chord bearing of South 02°40'33" East, a chord distance of 36.55 feet and an arc length of 36.56 feet to a 5/8-inch iron rod with a red plastic cap, stamped "KHA", set for the southeast corner of said Lot 3::8ame being the northeast corner of aforesaid Lot 4E THENCE South 84°25'07" West, along the southerly line of said Lot 3 and the northerly line of said Lot 411a distance of 225.20 feet to the POINT OF BEGINNING and containing 2.10E4 acres =11884 s❑uare feetCof IandEmore or less. •►KI3=1:4919[ST_rIrEel ► NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT CP ANNA RETAIL TWO, LP❑acting herein by and through their duly authoriEed officers ❑do hereby adopt this plat designating the hereinabove described property as WAL-MART ANNA ADDITION, BLOCK A, LOTS 2R AND 3R, REPLAT OF BLOCK A LOTS 1 AND 2Ean addition to the City of Anna❑TexasCand does hereby dedicateOin fee simpleCto the public use forever the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areasCas shownCare dedicated for the public use forever for the purposes indicated on this plat. In additionoutility 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 utilitiesEsaid use by public utilities being subordinate to the public® and City of Annas use thereof. The City of Anna and public utility entities shall have the right to remove and -eep removed all or parts of any buildings❑ fences CtreesCshrubsCor other improvements or growths which may in any way endanger or interfere with the constructiononaintenance❑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 Creconstructingoinspectingopatrolling❑ maintaining Dreading 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 easementsEas dedicated and shown hereon Ca hard surface and that they shall maintain the same in a state of good repair at all times and -be the same free and clear of an structures�enceslreeSE 9 p p Y shrubsCor other improvements or obstructionEincluding but not limited to the paring of motor vehicles❑ trailers Eboats❑or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the ownerCand the owner shall post and maintain appropriate signs in conspicuous places along such fire Ianesostating "Fire LaneEEO ParEing." The police or his duly authoriCed representative is hereby authori-ed 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 utiliCed 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 useEinoalong❑upon❑ and across said premises❑avith the right and privilege at all times of the City of AnnaClts agentsE employees-worCmen-and representatives having ingressCegress- and regress inCalongCuponCand across said premises. This approved subCect to all platting ordinanceso-ules❑and regulations of the City of Anna -Texas ❑ ITCESSoaay hand at ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑�1❑❑❑❑❑❑❑❑C❑❑❑❑❑❑❑❑this the ❑❑❑❑❑❑❑day of I II 201 ❑. BY: CP ANNA RETAIL TWO, III Texas limited liability company -1y:❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑»»»»]CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑ [Signature❑ =-]-]-]-]-]_CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ==-]-]-]-]_CCCCCCC [Print ❑ame and Title[ STATE OF TEXAS § COUNTY OF ❑❑❑❑❑❑❑❑❑❑❑-_1_1_1_ § lefore me::the undersigned authority Ca ❑otary Public in and for said County and State Con this day personally appeared CCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑» of CP Anna ❑etail TWO::LP❑down to me to be the person whose name is subscribed to the foregoing instrument and acoaowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of officeEthis ❑❑❑❑❑❑❑❑❑»»» day of CCC❑E201 ❑ ❑❑❑❑❑❑T_CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑T_CCCCCCC Eotary Public in and for the State of Texas ❑❑❑❑❑❑T_CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑FI-1-1 Printed -lame ❑❑❑❑❑❑T_CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑ = My Commission Expires STATE OF TEXAS § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS That I:M4ichael ❑. Marx ❑do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. »»»>-❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑--❑❑❑❑ 1__r� Michael _i. Marx P❑ E L I M I❑ A❑❑ ❑egistered Professional Land Surveyor T IIS DOCUME IT S❑ALL Texas Cegistration ❑o. 5181 IOT I IE ECO DED FO❑ ❑imley-❑orn and Associates Ell nc. A III PU IPOSE ADD E1 :10 ❑ arren PCwyCSuite 210 S IALL I OT I E USED 00 FriscoCTX 75034 IEI ED OI 1 ELIED 7L720335-3580 UPO AS A FII IAL michael.marxC -imley-horn.com SU IE IIDD CU E T STATE OF TEXAS § COUNTY OF COLLIN § Cefore me❑the undersigned authority❑a ❑otary Public in and for said County and State�:on this day personally appeared Michael C. Mark I nown to me to be the person whose name is subscribed to the foregoing instrument and acCnowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of officeCthis ❑❑❑❑❑❑❑❑❑»»» day of =E201 ❑ »»»>-CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑»»»»-_CCCCCCC ❑otary Public in and for the State of Texas CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑ = Printed [lame »»»>-CCCCCCCCC❑❑❑❑❑❑❑❑❑❑❑❑❑❑ = My Commission Expires GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "1❑A"❑L.1nIess otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate SystemC -IAD83CCorth Central Done 4202. All dimensions shown are ground distances. To obtain a grid distanceo»ultiply the ground distance by the Pro ect Combined Factor :PCF❑of 0.❑11C85C573. ❑ertical Datum ❑ACD 88. FLOOD STATEMENT: According to Map ❑o. 48085CO155 -]dated ❑ane 2E20011❑of the ❑ational Flood Insurance Program Map::Flood Insurance ❑ate Map of Collin County ❑TexasCFederal Emergency Management Agency -Federal Insurance AdministrationCthis property is located in ❑one X :unshaded [Owhich is not located in a 100-year floodplain. If this site is within an identified special flood ha- and area this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasionsCgreater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. Approved this ❑❑❑❑❑❑❑ day of ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑»»»❑ 201 ❑may the City Council of the City of AnnaDTexas. ❑❑❑❑❑❑T_CCCCCCCCC❑❑❑❑❑❑❑ Mayor ❑❑❑❑❑❑T_CCCCCCCCC❑❑❑❑❑❑❑ City Secretary LEGEND OU_DA_i LI_E EASEME T LI. E - UILDI G LI E I F 1 O 1 OD FOU iD I FC 1 O 1 OD FOU iD IT i CAP I sc 1 O 1 OD SET IT CAP IPF 1 O PIPE FOUi D TS OT TO SCALE C.M. CO Ti OLLI. G MO UME T F D. FOU D .L. ..UILDI. iG LI E P. .C.C.T. PLAT ECO_DS OF COLLI i COU iT TEXAS .P. .C.C.T. EAL P_OPE_T ECO_DS OF COLLI COU T TEXAS XS "X" CUT I. CO. C_ETE SET XF "X" CUT I CO C ETE FOU D P.O... POI T OF i EGI I. G VICINITY MAP LII ETA ILE LII ETA ILE -0. EA I G LE _GT. 0. EA I G LE GT L1 S89°46'13"E 2.AL- L15 N89°46'13"W 25.21 L2 N89°46'13"W 57.03_ L1 ❑ S45°13'47"W .0711 L3 S00°13'47"W 4.00- L17 S00°13'47W 11.2811 L4 N89°46'13"W 10.00 L18 S43°49'07"W 15.40 L5 N00°13'47"E 4.00 L11 NO3°55'31"W 15.00D L❑ NO3°02'30"E 15.02 L20 NO2°34'53"W 5.0011 L7 N00°13'47"E 24.00_ L21 N87°25'07"E 17.50D L8 S89°46'13"E 10.00- L22 S02°34'53"E 5.00❑ L❑ S00°13'47"W 24.00- L23 N43°49'07"E 3.41 ❑ L10 S84°25'07"W 73.45 L24 N00°13'47"E 11 AL LI L11 S89°46'13"E _1C.LLi_ L25 N45°13'47"E 18.50 L12 N87°33'03"E 5.14_ L211 S89°46'13"E 31.42 L13 S89°46'13"E 15.00 - L27 S06°38'11"E 12.48 L14 N84°25'07"E 53. L28 N89°46'13"W 7.2 CU ❑ ❑E TA❑LE -10. DELTA DADIUS LE❑GT❑ CDODD DEA I G CEO -ID C1 90,00,001, 5.00L- 7.85D N50°34'53"W 7.07D C2 91°39'22" 54.00❑ 8C.38_ S49°45'12"E 77ALLI C3 87°1I'll 7" 54.0011 82.17- S46°38'08"W 74.47D C4 28°20'59" 12.00- 5.D4C S83°14'09"W 5.8811 C5 68°49'53" 30.00 3 .04 S34°38'43"W 33.C1- C 90,00,001, 10.00 15.71- S44°46'13"E 14.1411 C7 87°11'17" 30.00D 45. 5D S46°38'08"W 41.37D C8 89°59'59" 30.00D 47.12D N44°46'13"W 42.43D CD 84'1120" 30.00D 44.08D N42°19'27"E 40.22D C10 91°39'22" 30.0011 47.❑CD S49°45'12"E 43.0411 C11 96°51'58" 10.00 1C."I S41°47'48"W 14. C12 24°1T31" 20.00 8.4 - N77°39'28"W 8.3 WAL-MART ANNA ADDITION BLOCK A, LOTS 2R AND 3R ❑EPLAT OF ❑LOC❑ A❑LOTS 2 A❑D 3 2.10❑4 AC❑ES OUT OF TEE T❑OMAS ❑ATTO❑ SU❑❑E❑❑A❑ST❑ACT ❑0. 782 CIT❑ OF All ❑A❑COLLI ❑ COU ❑T❑❑TEXAS MA❑❑201 ❑ 0 W co I- Cn Q a 0 0 O 0 U) w Lu W w C0 0 W O ii c� o; W a J a W Lo cD v (D 0 0 a N F- F- O J Q F- LL W Q THE CITY OF Anna AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice Schwanke A) Conduct a public hearing to consider public comments regarding a request by Brian Bischoff, the owner of the property. The property is currently zoned as a Commercial Planned Development. The applicant requests to replace the existing Zoning with a revised Commercial Planned Development that will allow for a canopy for individuals who are processing orders at a restaurant drive-thru. The structure will be within the Front Building Setback. The section of property is located on the Northeast corner of Highway 75 and White St (FM 455). B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owners of the property to replace the existing zoning with a revised, Planned Development zoning. SUMMARY: The proposed user of this tract of land is Chick-fil-A. The restaurant drive-thru uses a dual lane where order takers are outside using tablets to speed up the process. Employees are standing outside in adverse weather conditions and the proposed canopy will facilitate the well-being of Chick-fil-A workers. In the staff's opinion the canopy will not adversely impact the U.S. 75 visual appeal. STAFF RECOMMENDATION: Approval of the proposed Planned Development. ATTACHMENTS: Description Location Map Proposed Planned Development Concept Plan Canopy Pictures Upload Date Type 6/24/2019 Exhibit 6/25/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit Building Elevations 6/24/2019 Exhibit Land Title Survey 6/24/2019 Staff Report T u t SITE WHITE STREET (F.M. 455) CITY OF ANNA, TEXAS ORDINANCE NO. (NE Corner of White St and Highway 75 Zoning Change from Commercial Planned Development to a revised, Commercial Planned Development.) AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE CITY'S COMPREHENSIVE PLAN, ZONING MAP, AND ZONING ORDINANCE, AND CHANGING THE ZONING OF CERTAIN PROPERTY AS DESCRIBED HEREIN; PROVIDING FOR SAVINGS, REPEALING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; PROVIDING FOR A PENALTY CLAUSE NOT TO EXCEED $2000 OR THE HIGHEST PENALTY AMOUNT ALLOWED BY LAW, WHICHEVER IS LESS; AND, PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the owner of the property described in Exhibit A attached hereto, Brian Bischoff, has requested a certain zoning for said property; and WHEREAS, the Planning and Zoning Commission of the City and the City Council of the City of Anna have given the requisite notices by publication and otherwise and have held the public hearings as required by law and afforded a full and fair hearing to all property owners and generally to all persons interested in and situated in the affected area and in the vicinity thereof, the City Council of the City of Anna has concluded that the Zoning Ordinance of the City of Anna should be amended as follows: NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS: Section 1. The Comprehensive Zoning Ordinance of the City of Anna, Texas, is amended by changing the zoning of the tract described in Exhibit A, attached hereto and made an integral part of this ordinance, from a Commercial Planned Development to a new, Commercial Planned Development zoning. Section 2. All regulations pertaining to the previous Planned Development (Ordinance No. 120- 2003) with the development regulations as specified by the Development Standards (Exhibit B) or amended shall be applicable to this Tract. Section 3. The official Zoning Map of the City of Anna shall be corrected to reflect the change in zoning described herein. Section 4. All ordinances of the City of Anna in conflict with the provisions of this ordinance are repealed to the extent of that conflict. Section 5. This Ordinance shall take effect immediately from and after its passage and the publication of the caption of said ordinance as the law in such case provides. PASSED by the City Council of the City of Anna, Texas, this 9t" day of July, 2019 ATTESTED: APPROVED: City Secretary, Carrie L. Smith Mayor, Nate Pike Exhibit "A" PROPERTY DESCRIPTION LOT 4 IN BLOCK A WAL-MART ANNA ADDITION CITY OF ANNA, COLLIN COUNTY, TEXAS BEING ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE THOMAS RATION SURVEY, ABSTRACT NO. 782, CITY OF ANNA, COLLIN COUNTY, TEXAS AND BEING KNOWN AS ALL OF LOT 4, BLOCK A, WAL-MART ANNA ADDITION, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 2017, PAGE 549, MAP RECORDS, COLLIN COUNTY, TEXAS, AND CONTAINING 1.4823 ACRES OF LAND, OR LESS. SURVEYED ON THE GROUND SEPTEMBER 17rH, 2018. �' ,f1AVID..PETREE A—ft. David Petree Registered Professional Land Surveyor No. 1890 BLUE SKY SURVEYING & MAPPING CORPORATION 11015 MIDWAY ROAD DALLAS, TEXAS 75229 PHONE: 214-358-4500 FAX: 214-358-4600 TBPLS NO. 10105700 Exhibit "B" Planned Development Standards 1.01 Height and Area Regulations A) Canopies for order taking shall be allowed within the 50' front building setback adjacent to Highway 75. it q 4" II q ELM q q SSM11 15' SEWER EASEMENT INST. NO. 2017-549 0 10' 20' 40' 1" =20' 1 II , LEGEND ELM II F.H. FIRE HYDRANT x SET CHISELED "X" SET OF•x• CHISELED "X" FOUND 0F.I.R. IRON ROD FOUND (SIZE AS NOTED) @STMH OS 0S.I.R. IRON ROD SET (SIZE AS NOTED) PP OVERHEAD UTILITY POLE W/ GUY uE uT UNDERGROUND ELECTRIC OR TELEPHONE L.P. �o LIGHT POLE SSMH SANITARY SEWER MANHOLE O C.O. SAN. SWR. CLEAN OUT O G.V. GAS VALVE O .v. WATER VALVE OFCTREE D12�'SEDGE EX. CONC. Qo MH MANHOLE (TYPE AS NOTED) ®SIG. Box TRAFFIC SIGNAL BOX ®TRANS. ELECTRIC TRANSFORMER BOX ATOWER ELECTRIC TRANSMISSION STEEL TOWER < B.O. O CABLE SIGN UNDERGROUND CABLE MARKER LP B.o. BURR OAK 7 B.C. BALD CYPRESS p T.Y. TREE YAUPON FIRE LANE 07- A `\ • 0 �n 7 N�0 cP B.C. a \ 3" BC LOT 1, BLOCK A WAL—MART ANNA ADDITION VOL. 2017, PAGE 549 02� a P.R.C.C.T. NO. RADIUS DELTA ARC CH. BEARING CHORD Cl 360.50' 29'41'48" 186.85' S 20'25'47" E 184.76' C2 489.50' 04'31'07 38.60' S 55'18'46' W 38.59' LOT 5, BLOCK A WAL—MART ANNA ADDITION VOL. 2017, PAGE 549 P.R.C.C.T. �/EFORE y\ �0' (' 290 ROSAMOND PKWY > 370 i 368 75 ' U y 455 WHITE ST C i .- 286 *VICINITY 367 423 MAP NOT -TO -SCALE �wolf \NE APPLICANT: CHICK-FIL-A, INC. 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 PHONE: (404) 765-8000 EMAIL: GETRA.SANDERS@CFACORP.COM CONTACT: GETRA THOMASON -SANDERS ENGINEER: BURGER ENGINEERING, LLC TBPE F-12997 17103 PRESTON ROAD, SUITE 18ON DALLAS, TEXAS 75248 PHONE: (972) 630-3360 EMAIL: BBURGER@BURGERENGINEERING.COM CONTACT: BRYAN M. BURGER, P.E. \ \ HIGHWAY 75 ACCESS EASEMENT \ \ INST.#20131121001568290 .q* -PA Tier 3 - Order Point Canopy Table of Contents Tier 3 - Order Canopy Architectural Sheets A3.0-A3.7 Electrical Sheets E3.0-E3.8 Mechanical Sheets M3.0-M3.5 Date: 03.02.18 Sheet: T0.3 Drive-thru Face -to -Face Design and Construction Guidelines A C � B ry al U 0 H C C Q I O� O ry LU I J N I IY 07 LL M I al Q) U) C: Z (1) Q � Q 0 w A I— J M W c ry Q O _ I IY M a LLI — o LO X LLJ XI oo N 0 H CO cM O O� Q O O CO cfl o 3 2 1 D WEST ELEVATION 3/16" = V-0" t-% o EAST ELEVATION V v 3/16" = V-0" 5'-5 1 /8" 9'-4" 1 3'-7 3/8" I 15'-5 5/8" 1 4'-4" I 4'-0 1 /8" 1 p 0 NORTH ELEVATION L) J 3/16" = V-0" GLAZING SCHEDULE MARK THICKNESS TYPE TINT REMARKS G1 1/4" TEMPERED CLEAR G3 1/8" (2) LAMINATED TEMPERED CLEAR CLEAR DUAL LAYER BUTT GLAZE G11 1/2" G21 1" TEMPERED CLEAR - LOW-E PROVIDE THERMALLY BROKEN AT EXTERIOR LOCATIONS G31 1" TEMPERED ACID ETCHED - LOW- PROVIDE THERMALLY BROKEN AT EXTERIOR LOCATIONS NOTES: 1. ALL GLASS TO BE G21 U.N.O or) SOUTH ELEVATION L) L 3/16" = V-0" A301_ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width Overall Depth Tie Back Mounting (Offset From Top) Integral Lighting Cl-D Exterior Canopy 5 9'-9" V-0" 0" No Cl-F Exterior Canopy 1 13'-1" V-0" 0" Yes Cl-G Exterior Canopy 2 13'-1" V-0" 0" No C4-B Exterior Canopy 1 5'-9" 4'-0" 2'-6" Yes C4-E Exterior Canopy 1 7'-1" 4'-0" 1 2'-6" 1 Yes C4-G Exterior Canopy 1 10'-0" 1 4'-0" 1 2'-6" 1 Yes Grand total 11 A301_FINISH SCHEDULE - EXTERIOR MODEL MARK DESCRIPTION MANUFACTURER MODELNAME NUMBER COLOR NOTE EXTERIOR BR -A BRICK VENEER (PRIMARY) ACME BRICK MODULAR PALOMA GRAY MORTAR: ARGOS SAN TAN BR-B BRICK VENEER (ACCENT) ACME BRICK MODULAR RUSTIC WHITE MORTAR: ARGOS SAN TAN CP-1 CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVD CP-2 CANOPY METAL DECK WHITE SMOOTH WHITE, HIGH GLOSS EC-1 PARAPET WALL COPING DUROLAST / DARK BRONZE EXCEPTIONAL METALS (MATTE) PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH: ACRYLIC #1366-350 SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI -GLOSS ACRYLIC #1366-350 ST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) BRICK EXPANSION JOINT LEGEND n ALIGN EJ WITH JAMB n2 ALIGN EJ WITH CORNER OF WALL ALIGN WITH EXTENT OF BRICK ABOVE (J PLACE EJ AS DIMENSIONED NOTE: EJ SEALANT COLOR TO MATCH MORTAR COLOR. L7 C A Z P F_ LU oopD o D C D C 0 o CD D 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 P: (404) 765 8000 MAYSE & ASSOCIATES,INC. Architecture - Planning - Construction Management ■ 14881 Quorum Dr. Suite 800 Dallas, Texas 75254 Phone: (972) 386-0338 Fax: (972) 386-0578 www.MayseAssociates.com 6/4/2019 3:00:15 PM FSR#04191 BUILDING TYPE / SIZE: LE / ALL RELEASE: v2 19.05 REVISION SCHEDULE NO. DATE DESCRIPTION N/A N/A CONSULTANT PROJECT # 18078 PRINTED FOR PERMITTING DATE 6/4/2019 3:00:15 PM DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET EXTERIOR ELEVATIONS SHEET NUMBER A=302 3 2 i PLANNING DEPARTMENT AGENCY: CITY OF ANNA PLANNING & DEVELOPMENT ADDRESS: 3223 N. POWELL PKWY, ANNA, TX 75409 CONTACT: MR. MAURICE "MORRIS" SCHWANKE PHONE: 972-924-2616 EMAIL: MSCHWAN KEOAN NATEXAS. GOV ZONING DEPARTMENT AGENCY: CITY OF ANNA PLANNING & DEVELOPMENT ADDRESS: 3223 N. POWELL PARKWAY, ANNA, TX 75409 CONTACT: MR. MAURICE "MORRIS" SCHWANKE PHONE: 972-924-2616 EMAIL: MSCHWAN KEOAN NATEXAS. GOV SIGNS AGENCY: CITY OF ANNA PLANNING & DEVELOPMENT ADDRESS: 3223 N. POWELL PARKWAY, ANNA, TX 75409 CONTACT: MR. MAURICE "MORRIS" SCHWANKE PHONE: 972-924-2616 EMAIL: MSCHWANKE®ANNATEXAS.GOV BUILDING DEPARTMENT AGENCY: BUREAU VERITAS ADDRESS: N/A; SUBMIT TO CITY OF ANNA CONTACT: MR. TY CHAPMAN PHONE: 469-853-9803 FIRE MARSHAL AGENCY: CITY OF ANNA FIRE MARSHAL ADDRESS: 305 S. POWELL PARKWAY, ANNA, TX 75409 CONTACT: MR. JAMES DOCKRAY PHONE: 972-924-2143 EMAIL: JDOCKRAYOANNATEXAS.GOV PLUMBING AGENCY: BUREAU VERITAS ADDRESS: N/A; SUBMIT TO CITY OF ANNA CONTACT: MR. TY CHAPMAN PHONE: 469-853-9803 O 3:0 v CITY AND UTILITY PROVIDERS: HEALTH DEPARTMENT AGENCY: COLLIN COUNTY DEVELOPMENT SERVICES ADDRESS: 4690 COMMUNITY AVE., SUITE 200, MCKINNEY, TX 75071 CONTACT: N/A PHONE: 972-548-5585 TRAFFIC ENGINEERING AGENCY: CITY OF ANNA PUBLIC WORKS ADDRESS: 3223 N. POWELL PARKWAY, ANNA TX, 75409 CONTACT: MR. JOSEPH JOHNSON PHONE: 972-924-4510 EMAIL: JJOHNSON®ANNATEXAS.GOV SITE UTILITIES: SANITARY SEWER AGENCY: CITY OF ANNA PUBLIC WORKS ADDRESS: 3223 N. POWELL PARKWAY, ANNA TX, 75409 CONTACT: MR. JOSEPH JOHNSON PHONE: 972-924-4510 EMAIL: JJOHNSON®ANNATEXAS.GOV SITE UTILITIES: WATER AGENCY: CITY OF ANNA PUBLIC WORKS ADDRESS: 3223 N. POWELL PARKWAY, ANNA TX, 75409 CONTACT: MR. JOSEPH JOHNSON PHONE: 972-924-4510 EMAIL: JJOHNSON®ANNATEXAS.GOV SITE UTILITIES: STORM DRAINAGE AGENCY: CITY OF ANNA PUBLIC WORKS ADDRESS: 3223 N. POWELL PARKWAY, ANNA TX, 75409 CONTACT: MR. JOSEPH JOHNSON PHONE: 972-924-4510 EMAIL: JJOHNSON®ANNATEXAS.GOV EROSION CONTROL AGENCY: CITY OF ANNA PUBLIC WORKS ADDRESS: 3223 N. POWELL PARKWAY, ANNA TX, 75409 CONTACT: MR. JOSEPH JOHNSON PHONE: 972-924-4510 EMAIL: JJOHNSON®ANNATEXAS.GOV 717.14 x 718.99 721, 716.911 '721,2_u' ' xl NO x 715.81 719.08 I z I I II I II � I I rn I I \ I I z I Il II Z9;0 10 �v I \ I .. z I ;. J : '.: w •.. • .., :.:' ::.. ' •• 010 01 O D Il, I (�N4 In r '' • /`' :' I 1 (� I I { I x I I oF^ 1 J X �� I ' ' . ' x 71�,29 718193 7/2 67 N I 1 ' 1717. 5 �I � m 1 x 715.59 .' � 717,22 I I `/ - I I m I A I 1 I I I I o z I 1 1 I I 11 \ I -i l / 1 I I II 1 D ' " . • - �' I v .. I / I / SERVICE UTILITIES: GAS UTILITY AGENCY: ATMOS ENERGY ADDRESS: 1681 CORPORATE DRIVE, MCKINNEY, TX CONTACT: MR. DAVID COKER PHONE: 214-733-5122 EMAIL: DAVID.COKEROATMOSENERGY.COM SERVICE UTILITIES: ELECTRIC AGENCY: GREYSON-COLLIN ELECTRIC COOP ADDRESS: ADDRESS NOT REQUIRED; E-MAIL PDF'S CONTACT: MR. MICHAEL LAUER PHONE: 903-482-7183 EMAIL: MLAUER@GCEC.NET SERVICE UTILITIES: TELEPHONE/CABLE/FIBER AGENCY: AT&T ADDRESS: ADDRESS NOT REQUIRED; E-MAIL PDF'S CONTACT: MR. RICK HAYES PHONE: 903-415-2028 EMAIL: RH 1361®ATT.COM SELLER/LANDLORD CONTACT INFORMATION AGENCY: EDGE REALTY PARTNERS ADDRESS: 5950 BERKSHIRE LANE, SUITE 700, DALLAS, TX 75255 CONTACT: MR. BRIAN WAXLER PHONE: 214-545-6914 EMAIL: BWAXLER®EDGE-RE.COM CIVIL ENGINEER CONTACT INFORMATION AGENCY: KIMLEY-HORN ADDRESS: 12750 MERIT DRIVE, SUITE 1000, DALLAS, TX 75251 CONTACT: MR. JOE FRACCARO PHONE: 972-770-1368 EMAIL: JOE.FRACCARO®KIMLEY-HORN.COM 7 a o n Ni o `O 0 i / / x 712.78 / ' 311.80 I I / / I I / I I I I I I I I � N I 1 5/8"I I.R.F I I W/RD CA I I SITE BENCHMARK N0. 2 I 7119 x _ _1 1 x712.93 71 .61 714. 709.56 F1 I163 7711, 1 I 7.74 712 II 71\02� I w �I -m .0 712,57 SSMH 00.2 FL U 01 mm mw _N_ cn ^^ 00 ,L0 711,89 TC �c 7E46 G ou �� mn � �, �� � 1, rr U M — U �� H U o OJ ~L' � ,_ :; ^ r W. O nn M N . ^ x �v��P° �F No xw p N,� h Hl� 711.87 TC 711,47 G 711,64 TC 711.21 G ZONING INFORMATION THE SITE IS ZONED "PD" (PLANNED DEVELOPMENT) BY ORDINANCE NO. 120-2003 ZONING DISTRICT) WITH RESTAURANT WITH DRIVE THROUGH IS PERMITTED USE UNDER C-2 GENERAL COMMERCIAL DISTRICT. ADJACENT PROPERTIES ARE ZONED "PD" MAXIMUM FLOOR AREA RATIO IS: NONE REQUIRED MAXIMUM BUILDING HEIGHT IS: 60 FEET PER PD BUILDING SETBACKS ARE: FRONT (WEST): 25' LEFT SIDE (NORTH): O' RIGHT SIDE (SOUTH): 25' REAR (EAST): O' PARKING THE PARKING FORMULA FOR MINIMUM REQUIREMENTS FOR A RESTAURANT IS; ONE (1) PARKING SPACE FOR EACH 100 SQUARE FEET OF FLOOR AREA. POLE SIGNS: ARE POLE/PYLON SIGNS PERMITTED? YES. ....z Z MONUMENT SIGNS: .' ..'.....W.. 0 : ' . ... .. .. ' .. ; .'.w ,� i0l ^ N HOW MANY GROUND SIGNS ARE i ALLOWED. ONE 1 , `°� �� . ^^: MONUMENT SIGN ALLOWED. Z. y ^^ w .0 WHAT IS THE MAXIMUM HEIGHT? MAXIMUM HEIGHT ...N m 7i is G ALLOWED IS 6 FEET. 0 71 a9. rc S NF, nn WHAT IS THE MAXIMUM SQUARE FOOTAGE? MAXIMUM OF 13.12'.' �.. , y I N - I 7 ?,a2 80 SQUARE FEET ALLOWED. A- •. T.Via. cn r ,: ;f7 x IS THE SIGN AREA CALCULATION BASED ON ONE SIDE °� �. :.FW m� ONLY? YES. . .�' �� .. .. .. ^^ .I ; .•. .. '. 711.36 G 711.89 TC •. .....:...... .. .. .:. i'- 712:13' TC: 711,60.G ; : � ' 71179 TC _7U:44 SL — �,` p� 6" `lsS'/ 711� x 9M 12`.' SS ,,-1 5' SEWER EASEMENT/ - INST NO 2017 549 .. ,. • �- . .2. FL . '' . ... . �n��G— ` I." 1 I n n 711.77 TC 711.30 G ''� ''° .. . 711.64 TC �,1I .:1...'. .I .N Eu . / .. `... ' I. . .�� Il] h ^ .: ti-� JN ..,1..::..... ��. n f� /g" I'I.R.r. N / . _ I. I I I I1 I / N v W/RED CA o �.. �� .:. I 1 / I 11 DRAINAGE EASEMENT' \ N w :� . �� 1111111111 ...� 717.35 I I � �o cF. I / t77�T. NO. 2'017-549 \\ r, //..'sI .. •71 a I I I / 1 � \\ \ sTMH ,.:• .m I I lo, I I I I I � W \ \ 00p1 ...:::703.4 FC. SITE BENCHMARK NO. 3 ::": ^ II I j I I P16,81 I 1 \ \ ' 7i ae >� p � � Via:'. •.' . ... I \'� 716. 6 I 1 21,0 I x 718.7I I x 716,2� — x 714.81 x 714.43 x 713,54 I x 712.4Q� I I I 171 s 1 Ul \ 1 \..:".:' •..... I \ I \ I I I I 1 I I j jl l \ 1 \ I ... Ui . `.: Y ..\' .. J J I � J �I \ I I - / ...� : ... ?tcpy 11;I3. 7C 711.51 TC` 711 76 7ll.la.T�• I 1 No o I I I% \ 1 Z : cl 7 .. rc 7 e,e�..: j I I I I I I I I 1 \ \\ 1 �^ \. 7i1.21 TC I I I I I I I I 711.21 TC 1 I I I I I I I 11 \\ I I .N, .....� jw . / -N N -9 II . I II 1 II I I 1 I I I o II \ZONED PD (PLANNE� DEVELOPMENT) I // No ✓' N9 �r ... 7jg... . I I I I I - .- 1� �� _..:' I ZI I I l 1 I I I I I ODINANCE 120-2003 ZONING DISTRICT I / I� I:.: �I I I l I I I \ I I // . �. /. 0 15' 30' 60' I I I I 'N* •- I nzss �\ I I l 72 17 11 I I I J - o I \ I / x \ .:.: .. I Z I 1 71�,931 I m Z I 715.68 \ 714,79 713.68 \ ' 71293 x 71 .21 711.31 11.82x y" .'\'. Q Vic. ' 1 \ I c> .. o to cn ' r I I �. 71 68x I ...� .�...�. 1 • 5.r I I� I I I III 1- Do I S. CENTRAL EXi�RESSWAY, ANNA, TEAS 75409 ( NO ADDRESS ASSIGNED) I �N�,.,' � \.. "::: o I I I I I I m \ TAX PARCEL N0. 2761759 \ I �.. ' . .� : '. .. GRAPH/C SCALE: 1 =30 \ ss s o ��^ 11 11 II I I I III oD 11 \ Q SEMINOLE ANNA \TOWN CENTER, L.P. \\ I I ,.c`�._ l0 1 I z F46 -0:' bi9,a1";' ':.. o I I I I o I \ CC # 20170\7180003380 1 ^ .s 1 n c� \ l I I I I N 1 I .. LOT 1 I I o I \ ` .:mil\' ;.L o�: cn' �\ x� BLOCK A \" : ' `. 1.­.. 0 m o0 1 I I I II \ \ I o\ �� �'9 WAL-MART ANNA ADDITION . 7v.a7 -1 O X v I I I I � v I \ I'... pp. fi '. '<. no' \ cyn 1 I I I I m \ 1 482$ AC I _,. \ p; . , ,.......:: o c� I I I I I I ■ ■ \ \..�.;: r o.. INST. N0. 2017-549 .. m\ o m I I I �� • t.. \ I I 1 I I 11 1 1 \ \ 1 �' .... \ s9s P.R.C.C.T. �� I 1 I, III �°� 64 571 \S■F■l �� �� :..: \ b ... ..... `\ 0 co 1 II 1 11� \ \ I 'Wo ' \ = r :: TAX PARCEL N0. 2761754 D..: �''. \ 1 1 / I I� o':. ro m 1 \ ' 713.69 \ 1 / 1 Gr; \ • `.\ ✓q °s : ; WALMART REAL ESTATE (I) I I I x 4 ° s (� Z \ \ x 712.85 I 711.5 710. S . ° > Y . ' ..-0 ..::�, •'' 718,73x \ 1 • / 20. 2 x 718,71 � I LOT Q j . s BUSINESS TRUST I ,� .,, : ,_ ., . �� � x 7v.11a � 7 � >t ' 71616 x ns,so \ \ I ✓ � cc \ .' CCF 201707180003380 1 \ I 11 I ' ` BLOCK I \ �s J '' F. \ # 7i9,3a.*��,z .... :.. D '.::. / pla a\ \ 1 S A I A1 \ \ m ✓ ° \ ✓. ..\ - J ... I N I II I \ 1 \✓ems \ x' \ °°9' :.. :.�. \ 1 GI = I 11 \ \ Vic..'..... ✓o \ 9s��. :• WAL-MA T ANNA\ ADDITION I ;� �s� ✓. \ 1 �.:.:. x� 1 1 \ 1 ". \ I INST.\ NO. 201-549 1 s� �° }✓° ✓o <' . \ I I I 1 1 \ I �9 7 oaa 1!?.5 . :��'. " .. °9'O° '. ..: ' ... \ II I \ \ z I II I 1 \ G�c. h i�o,6 x /709. 7 W I s�cc ° 0�0 . • .:. 1 .. \ ".?. 01: 11 I 1 1 m i II �N II �■�■C■C■Ti\ \C\��01 Rio .7 STORM �. �°� '°✓ ��:.. 9.62.'EA. �......' . 11 11\ 11 I III 11,13 ch I \ \ SDMH 1.8' { .. s, . ':�' °9 -..�,­ .. O O' \ 705.12 FL \�o 2 _ A- . F__ •9S �.\ . :.-m : 1 1 717. 5 1 1 m I 1 Z co I \ \ (-A `LT�Cj� • �` \ 710.59 82 71 7 f�s . , I ' ''9, k x s. %. O �_- \ 'A: .N {: .:. xl Ix I (n C_ I \ \ \ rL� \\ \ x 711,43 ,45' T �... '�� . �^ 719.53 1 1 1 715 78 1 � \ 20. 2' As 7011 1 � r ' 715.72 x 715.67 \ ' 714.46 x 713.54 \ 712 73 \ \ . . '' . " , \ ' .: p. ' 71919 I \ 711,44 ' �. S%' o -' 'y 2G 'Gi 9 \- ..,,', II I 11 II v 1 11m Iz� 1 \ \ \ \ !! w 9"'... I >0.2�: .:�. ���F c 1.. I I I I V N o z \ \ \ • 1 �,_ o. 9C .;yam;,. .:. II I I I I I \ \ \ ,� ! ��'I,,5 ,�� SITE BENCHMARK NO. 1 '.. F�: �,� .. .19.... . . I I II I I /�I II III orb \\ `\ \ 1�0 .') \ 1�,a?�S ,%:.7i'o.6a, : \ ..... ��j�gS�S. 1.' II J r0 1' I I I I I I I' n ` \ \ S 3 �G.. .. \ \.. A9 tiI I I I cn x \ � 1 2k o .. lo. 3; .. . r' \, . . s I I I 1 \ x 43/ : _ • j1i,2. ' .:.....: -'.: V ... �1 G. I _� I 1 r \ S \ \� 712. 1 . \\/ \ �1055 G rC 709J4 G I I I J oo n I I j rz*1 \\ \ `1� ( \ �g\�,\.'.,\' O� 710,28 TC •:...'. ��' :...' .. .... / �1as2 II II x116.98 719\ II Il 1l 11 \ \\ PGG��c���tk�\ `►��� �9 ��exti2g��� I\.. :: .. \�(3G��jO1!�,�A • I'�.:'•: F18,88 -I x 71�' 4 1a,4 729. 1 718.d6 11' 716.7s � x x 715.19 \ `' PQ 01 71a.181 S` 1" 713.60 ��� ....: \ ; �7i;i,9i � .� '. G- -A' m I I x I / 1 I \ x 716�a7 \ 71s.97 1 1 O`_G.•.. ... �; •.: °� \ I . I I I 1 / \ I 1 \ ��� �\��0�'\JO �� 0 L 23 �� .. j. .�,... ��I...Q /. ...:.. • - 9 \ I I,,III I I I \\ I \ \ I •tJ pc�F,� 0 �jro p� �\S� • `��P n .� �� 4' . j \ I Y I 719.$ \\ \I �'` � `V ��,� I \�\ I GY G_ .::2 .. C. I kp 6 I S 1 0 5 \ 1 • I \ 1 \ \ '�`N GCS p O)\ I %�3 ' 112? ..- \ 1 I \ �, 'a I \ 1b GP,�r1\ti .\• I ! / ,3t. '-C /ec; .' .. .:'.\:. ✓,.::. 1 11 ` �/ I \ I \I ��p'���\,0�0 EGG In �?, : ,,3• .1% ,. .cry .oil ...: w " p' I .. I S \ % ..(> . I, .. I 2 I \ I \� �� �� .. ... ,3��... tip::. I, t I. . II 71 7�18.76 I 717x181 71pp,4s 'al \ I ' . .. 4 18,44 717.90\x71�.9 � ' \ \' 717.90 1 x 16.81 x 716�17\ V � . ���: "3�., g2:. V .* .... „ ...•:.. / �o A 0 .: 713.23 TC - . . •: \ �� ..: .' .:'........ .N ..II..: ::.•.:. v I \ \ kA \ `� \ "I � � x 716,40 �G ':� ��'� .\ ... I \ Epp �- 6°�a`�'' .G.. LEGEND tF.H. FIRE HYDRANT SET CHISELED "X" SET 0FX CHISELED "X" FOUND OF•I•R• IRON ROD FOUND (SIZE AS NOTED) 0S.I.R. IRON ROD SET (SIZE AS NOTED) E—o- PP OVERHEAD UTILITY POLE W/ GUY Qo SSMH SANITARY SEWER MANHOLE Q STMH STORM SEWER MANHOLE QO WMH WATER MANHOLE O C.O. SAN. SWR. CLEAN OUT 0 G.V. GAS VALVE 0 G.M. GAS METER 0 c.V. CONTROL VALVE O W.V. WATER VALVE O W.M. WATER METER 0 B BOLLARD 0 S.P. SIGNAL POLE ❑ S.B. SIGNAL BOX ❑ S.V. SIGNAL VAULT ❑ E.B. ELECTRIC BOX ❑ S.S. STREET SIGN 0 C.M.CABLE MARKER OS SIGN OAS AUTO SPRINKLER ❑TPAD TRANSFORMER PAD 0 LIGHT POLE TREE / t x 71461 t 714.00 I LOT 3 j BLOCK A I WAL—MART ANNA ADDITION I INST. NO. 2017-549 I I P.R.C.C.T. d- 1n N TAX PARCEL NO. 27617158 Q �EMINOLE ANNA TOWN CENTER, L.P. CCF# 2017071800033180 1 I 714 76 I x 713,92 / I / I / 11 4'25'07„ E _ 1�25.20' \\ \ \// 71 /�,�g.� ".:..\ .. ..:. �g\`�''�,, �.. ,.•%�'1�•..• ...:.. ?r. \,'�vq 7\8,3VW . . -oS x \ A8x39 7I9.2 71a,7�9 717.29 \ ' *'"F9 , 71V.99 WV p \ / .9 ' ' . I.... '- .. \�.. .. \ j - .'.. GO\IN 1; k 9L .. .. \��✓j 7i7,27 S WV ?..'\.,\...:.•\'. 'CG .\ .'•\ '\. .V .- .... .�.yh ,Y�' '1 . •. ':. .. F r '\&fx 717j17x 71a,51 .. t$6 718,22 .. ��0$c„>>': ,.. \'..,• ; •\�: .' V ; 1.1 � :'\..\\., -.A.:... ��' .. '.'\..1'••. '. ..` '1 VG .. 8 71838 71848 �G. - :: .'\:.... :.�\.�...''..�,�.. ... �,g l�� r 5 0 .. J .:. . \. I::. ale LOT 5 8O :... :... �� F �..1'$6 :.. \ ' I\. �G BLOCK A 9•..'• ` .. �9 .', 6✓.':i1. , : I �... 71a.4 • \.\ I\ ` : \ b. -\G WAL-MART ANNA ADDITION .:�� "' \1 I ,593 ; INST. N0. 2017-549 P.R.C.C.T. .. .. :. i'5 :.. ....A. . • C,a -I. x ... .\:..,... 71a.6Cr'. _.... .: \ .SG:. ' • \.'... • �T?14\ ., \ ::.,.' \ .\ \ TAX PARCEL NO. 2761760 • •• • :.� 71esr. '- ' • .. �' of / \:... \ \ 2 WHATABURGER, LLC Ys. . �G.-, G 6 s 2s \ S�1\ CCF# 20171116001 528990 \ y \ \ �O A s� -, ``\ \ 2 ``\ -P 0� •90 0 \\�A \c �O \\ \ V�� \\ Oj6�,f \ F \ `-o \ \ \ \ ec SITE BENCHMARK NO. 1 CENTER OF STORM DRAIN MANHOLE LID, LOCATED ON -SITE, N ORTH 77' 29'14" WEST, A DISTANCE OF 13.73 FEET FROM THE SOUTHEAST PROPERTY CORNER. ELEVATION = 710.55' SITE BENCHMARK NO. 2 CENTER OF SANITARY SEWER MANHOLE LID, LOCATED OFF -SITE, NORTH 40'40'47" EAST, A DISTANCE OF 42.79 FEET FROM THE NORTHEAST PROPERTY CORNER. ELEVATION = 711.95' SITE BENCHMARK NO. 3 CENTER OF STORM DRAIN MANHOLE LID, LOCATED OFF -SITE, SOUTH 64'54'22" EAST, A DISTANCE OF 43.83 FEET FROM THE NORTHEAST PROPERTY CORNER. ELEVATION = 711.44' ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) - NATIONAL FLOOD INSURANCE PROGRAM (NFIP) - FLOOD INSURANCE RATE MAP (FIRM) FOR THE COLLIN COUNTY, TEXAS AND INCORPORATED AREAS MAP NO. 48085CO155JL, MAP REVISED, JUNE 2, 2009, THE PROPERTY SHOWN HEREON LIES IN ZONE "X" (OTHER AREAS). ZONE "X"(OTHER AREAS) IS DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN". THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURE THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. llll>t *,TSY ACCORDING TO THE COMMITMENT FOR TITLE INSURANCE ISSUED BY CHICAGO TITLE INSURANCE COMPANY (GF# 4715001909) EFFECTIVE DATE OF AUGUST 14, 2017, ISSUED DATE OF AUGUST 21, 2018, THE FOLLOWING MATTERS OF RECORD ARE ITEMIZED AS EXCEPTIONS TO INSURANCE COVERAGE AS INDICATED ON SCHEDULE B THEREOF: 1. RESTRICTIVE COVENANTS OF RECORD RECORDED UNDER CLERK'S FILE NO. 20150602000647420, (ALL TRACTS) AND CLERK'S FILE 20180323000356080 (TRACTS 2, 3, & 4) REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. (SURVEYOR'S NOTE: SUBJECT PROPERTY IS THE SAME AS THE PROPERTY BEING DEPICTED AS "OUTPARCEL 3" THEREIN) 10(d). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA, TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON NOVEMBER 20, 2003 UNDER VOLUME 5550, PAGE 294, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4. (SURVEYOR'S NOTE: 20' UTILITY EASEMENT IS LOCATED TO THE SOUTHEAST, ALONG F.M. 455) 10(a). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "HIGHWAY 75 EASEMENT AGREEMENT" DATED JUNE 1, 2015 EXECUTED BY SEMINOLE ANNA 6, LTD., A TEXAS LIMITED PARTNERSHIP RECORDED ON NOVEMBER 21, 2013 UNDER CLERK'S FILE NO. 20131121001568290, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS WHICH PROVIDES FOR, AMONG OTHER THINGS: TERMS AND CONDITIONS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: LOCATED AS SHOWN "TRACT 3" ON SURVEY) 10(f). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND" DATED JUNE 1, 2015 EXECUTED BY Q SEMINOLE ANNA TOWN CENTER, LP, A TEXAS LIMITED PARTNERSHIP AND WAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUST RECORDED ON JUNE 2, 2015 UNDER CLERK'S FILE NO. 20150602000647420, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS WHICH PROVIDES FOR, AMONG OTHER THINGS: TERMS AND CONDITIONS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: SUBJECT PROPERTY IS SUBJECT TO THE TERMS CITED THEREIN, NOT PLOTTABLE) 10(g). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "WHITE ROAD FIRE LANE, UTILITY AND ACCESS EASEMENT AGREEMENT" DATED SEPTEMBER 23, 2013 EXECUTED BY Q. SEMINOLE ANNA TOWN CENTER, L.P., A TEXAS LIMITED PARTNERSHIP; SEMINOLE ANNA 6, LTD., A TEXAS LIMITED PARTNERSHIP AND SEMINOLE ANNA 4, LTD., A TEXAS LIMITED PARTNERSHIP RECORDED ON OCTOBER 4, 2013 UNDER CLERK'S FILE NO. 20131004001385960, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS WHICH PROVIDES FOR, AMONG OTHER THINGS: TERMS AND CONDITIONS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: SUBJECT PROPERTY IS SUBJECT TO THE TERMS CITED THEREIN, SPECIFIC ACCESS EASEMENTS DEPICTED THEREIN ARE LOCATED TO THE SOUTH ALONG HIGHWAY FRONTAGE ROAD) 10(h). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "TEMPORARY CONSTRUCTION EASEMENT AGREEMENT" DATED MAY 28, 2015 EXECUTED BY Q SEMINOLE ANNA TOWN CENTER, L.P., A TEXAS LIMITED PARTNERSHIP AND WAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUST RECORDED ON JUNE 2, 2015 UNDER CLERK'S FILE NO. 20150602000647430, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS AFFECTS: TRACTS 2, 3 AND 4 10(i). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON JUNE 2, 2015 UNDER CLERK'S FILE NO. 20150602000647440, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYORS NOTE: EASEMENT IS LOCATED OFF -SITE TO THE SOUTHEAST OF LOT 4) 100). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA, TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON JUNE 2, 2015 UNDER CLERK'S FILE NO. 20150602000647450, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT IS LOCATED OFF -SITE TO THE SOUTHEAST OF LOT 4) 10(k), EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA, TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON JUNE 2, 2015 RECORDED UNDER CLERK'S FILE NO. 20150602000647460, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT IS LOCATED OFF -SITE OF TO THE NORTH OF LOT 4) 10(L), MATTERS CONTAINED IN "AMENDED AND RESTATED PERMANENT PUBLIC WATER EASEMENT" DATED OCTOBER 28, 2015 EXECUTED BY Q. SEMINOLE ANNA TOWN RECORDED ON NOVEMBER 3, 2015 UNDER CLERK'S FILE NO. 20151103001390320, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: ALL TRACTS (SURVEYOR'S NOTE: EASEMENT IS LOCATED OFF -SITE OF TO THE NORTH OF LOT 4) 10(m). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT: ENTITLED "FIRST AMENDMENT TO EASEMENT WITH COVENANTS AND RESTRICTIONS AFFECTING LAND" (ECR) DATED OCTOBER 30, 2015 EXECUTED BY WAL-MART REAL ESTATE BUSINESS TRUST RECORDED ON NOVEMBER 3, 2015 UNDER CLERK'S FILE NO. 20151103001390350, REAL PROPERTY RECORDS COLLIN COUNTY TEXAS. AFFECTS: ALL TRACTS SURVEYORS NOTE - SUBJECT SUBJECT PROPERTY IS A PORTION OF THE PROPERTY DEPICTED THEREIN, AND IS SUBJECT TO THE TERMS CITED THEREIN) 10(n). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "FIRST AMENDMENT TO TEMPORARY CONSTRUCTION EASEMENT AGREEMENT" DATED OCTOBER 30, 2015 EXECUTED BY WAL-MART REAL ESTATE BUSINESS TRUST RECORDED ON NOVEMBER 3, 2015 UNDER CLERK'S FILE NO. 20151103001390360, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: ALL TRACTS 10(o). INTEREST IN AND TO ALL COAL, LIGNITE, OIL, GAS AND OTHER MINERALS, AND ALL RIGHTS INCIDENT THERETO, CONTAINED IN INSTRUMENT DATED NOVEMBER 22, 2013, RECORDED NOVEMBER 25, 2013 UNDER CLERK'S FILE NO. 20131125001577660 OF THE OFFICIAL RECORDS OF COLLIN COUNTY, TEXAS, WHICH DOCUMENT CONTAINS THE FOLLOWING LANGUAGE GRANTOR RESERVES ALL OF THE OIL, GAS AND OTHER MINERALS IN AND UNDER THE PROPERTY. AFFECTS: ALL TRACTS 10(p). MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED RING ROAD EASEMENT AGREEMENT DATED NOVEMBER 7, 2013 EXECUTED BY SEMINOLE ANNA 6, LTD., A TEXAS LIMITED PARTNERSHIP AND SEMINOLE ANNA 4, LTD., A TEXAS LIMITED PARTNERSHIP RECORDED ON NOVEMBER 21, 2013 UNDER CLERK'S FILE NO. 20131121001568300, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS, AFFECTS: TRACTS 2, 3 AND 4 10(q). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON JUNE 23, 2015 UNDER CLERK'S FILE NO. 20150623000757310, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: ALL TRACTS (SURVEYOR'S NOTE: LOCATED ON ALONG US HWY 75 AS SHOWN ON SURVEY) 10(r). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA, TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON JUNE 23, 2015 UNDER CLERK'S FILE NO. 20150623000757320, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: LOCATED OFF -SITE TO THE NORTH OF LOT 4) 10(s), EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT GRANTED TO CITY OF ANNA, TEXAS FOR THE PURPOSE AS PROVIDED IN SAID DOCUMENT RECORDED ON DUNE 23, 2015 UNDER CLERK'S FILE NO. 20150623000757300, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: 80 FOOT WIDE EASEMENT LOCATED OFF -SITE, APPROXIMATELY 1/2-MILE TO THE NORTH OF LOT 4) 10(t). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED GRANTED TO CITY OF ANNA, RECORDED AUGUST 28, 2017 UNDER CLERK'S FILE NO. 20170828001147030, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: LOCATED OFF -SITE TO THE NORTH OF LOT 4) 10(u). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED GRANTED TO CITY OF ANNA, RECORDED AUGUST 28, 2017 UNDER CLERK'S FILE NO. 20170828001147040, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: LOCATED OFF -SITE TO THE NORTH OF LOT 4 10(v). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED TO CP ANNA RETAIL ONE, LP, A TEXAS LIMITED PARTNERSHIP, RECORDED MARCH 23, 2018 UNDER CLERK'S FILE NO. 20180323000356060, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS, AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: TEMPORARY EASEMENT, BLANKET IN NATURE. PROPERTIES DESCRIBED THEREIN LOCATED OFF -SITE TO THE SOUTHEAST OF LOT 4) 10(w). EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED TO GRAYSON COLLIN ELECTRIC COOPERATIVE, INC. RECORDED MARCH 23, 2018 UNDER CLERK'S FILE NO. 20180323000356070, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT LOCATED OFF -SITE TO THE EAST OF LOT 4) 10(x), MATTERS CONTAINED IN TEMPORARY GRADING AND DRAINAGE EASEMENT AGREEMENT DATED: MARCH 22, 2018, EXECUTED BY Q SEMINOLE ANNA TOWN CENTER, L.P., A TEXAS LIMITED PARTNERSHIP AND ZABLINK HOSPITALITY LLC, A TEXAS LIMITED LIABILITY COMPANY, RECORDED MARCH 23, 2018 UNDER CLERK'S FILE NO. 20180323000356110, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT LOCATED OFF -SITE TO THE EAST OF LOT 4) 10(y) EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED TO CITY OF ANNA, RECORDED MAY 23, 2018 UNDER CLERK'S FILE NO. 20180523000631450, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT LOCATED OFF -SITE TO THE EAST OF LOT 4) 10(z), EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, GRANTED TO CITY OF ANNA, RECORDED MAY 23, 2018 UNDER CLERK'S FILE NO. 20180523000631440, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: EASEMENT LOCATED OFF -SITE TO THE EAST OF LOT 4) 10(aa), THE FOLLOWING ITEMS AS SHOWN ON PLAT RECORDED IN VOLUME 2017, PAGE 549, MAP RECORDS, COLLIN COUNTY, TEXAS: 1. TWENTY-FIVE (25) FOOT BUILDING SETBACK LINE(S). 2. TWENTY (20) FOOT LANDSCAPE AND WATER EASEMENT(S). 3. TWENTY (20) FOOT BY TWENTY (20) FOOT DRAINAGE EASEMENT; AND 4. VARIABLE WIDTH WATER EASEMENT. AFFECTS: TRACT 1 (SURVEYOR'S NOTE: LOCATED ON SUBJECT PROPERTY AS SHOWN) 10(bb), BUILDING SETBACK LINES, EASEMENTS AND OTHER MATTERS, AS SHOWN ON PLAT RECORDED IN VOLUME 2017, PAGE 549, MAP RECORDS, COLLIN COUNTY, TEXAS. AFFECTS: TRACTS 2, 3 AND 4 (SURVEYOR'S NOTE: LOCATED ON SUBJECT PROPERTY AS SHOWN) — CURVE TABLE — NO. RADIUS DELTA ARC CH. BEARING CHORD C1 360.50' 29"41'48" 186.85' S 20°25'47" E 184.76' C2 489.50' 04°31'07" 38.60' S 55°18'45" W 38.59' C3 360.60' 05"48'40" 36.56' S 02°40'33" E 36.55' S TT lti11o=J1:41l�yl�li2l:426,19211101�Ea i2lkliy26�lill iT1�721111 THIS IS TO CERTIFY THAT I HAVE, THIS DATE, MADE A CAREFUL AND ACCURATE SURVEY ON THE GROUND OF PROPERTY DESCRIBED AS TRACT 1: BEING ALL THAT CERTAIN LOT TRACT OR PARCEL OF LAND C , SITUATED IN THE THOMAS RATTON SURVEY, ABSTRACT NO. 782, CITY OF ANNA, COLLIN COUNTY, TEXAS AND BEING KNOWN AS ALL OF LOT 4, BLOCK A, WAL-MART ANNA ADDITION, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 2017, PAGE 549, MAP RECORDS, COLLIN COUNTY, TEXAS. TRACT 2: EASEMENT NON-EXCLUSIVE ACCESS EASEMENT CREATED IN WHITE ROAD FIRE LANE, UTILITY AND ACCESS EASEMENT AGREEMENT EXECUTED BY Q SEMINOLE ANNA TOWN CENTER, L.P.; SEMINOLE ANNA 6, LTD., AND SEMINOLE ANNA 4, LTD., FILED OCTOBER 4, 2013, RECORDED UNDER CLERK'S FILE NO. 20131004001385960, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. TRACT 3: EASEMENT NON-EXCLUSIVE ACCESS EASEMENT CREATED IN HIGHWAY 75 EASEMENT AGREEMENT EXECUTED BY SEMINOLE ANNA 6, LTD., FILED NOVEMBER 21, 2013, RECORDED UNDER CLERK'S FILE NO. 20131121001568290, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. TRACT 4: EASEMENT NON-EXCLUSIVE ACCESS EASEMENT CREATED IN EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND EXECUTED BY WAL-MART REAL ESTATE BUSINESS TRUST AND Q SEMINOLE ANNA TOWN CENTER, L.P., FILED JUNE 2, 2015, RECORDED UNDER CLERK'S FILE NO. 20150602000647420, REAL PROPERTY RECORDS, COLLIN COUNTY, TEXAS. SURVEYOR'S NOTES: 1. THE PARCELS COMPRISING THE LAND SHOWN ON THE SURVEY ARE CONTIGUOUS ALONG THEIR COMMON BOUNDARY LINES WITH NO APPARENT STRIPS, GAPS OR GORES BETWEEN THEM. ' 2. THE LAND SHOWN ON THE SURVEY IS THE SAME LAND DESCRIBED IN THE TITLE COMMITMENT. 3. THERE ARE NO PARKING ONSITE SUBJECT PROPERTY. 4. ALL GRAPHIC MATTERS, EASEMENTS, ETC. ON LOT 4 OF THE RECORDED PLAT ARE AS SHOWN ON SURVEY 5. NO EVIDENCE WAS OBSERVED OF THE SITE BEING USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 163�21191 JAfi IN T0: CHICK INC., A GEORGIA CORPORATION; Q SEMINOLE ANNA TOWN CENTER, L.P., A TEXAS LIMITED PARTNERSHIP; AND CHICAGO TITLE INSURANCE COMPANY (GF# 4715001909): THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2016, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b), 7A, 7(b)(1) 8, 9, 11 13 16, 17, 20 AND 21 OF TABLE A THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF TEXAS, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. PRELIMINARY DAVID PETREE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1890 THE CITY OF Anna AGENDAITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for Chick-fil-A located at Block A, Lot 4 of the Wal-mart Anna Addition. �'i�1►�i1►�i1_1:�'1� Brian Bischoff, the owner, has submitted a site and landscape plan for Chick-fil-A located at Block A, Lot 4 of the Wal-mart Anna Addition. The site contains approximately 1.4823 acres of land that are zoned PD for commercial uses. They are proposing a new 4,996 SF Chick-fil-A restaurant. The site and landscape plans have been reviewed and requested modifications have been made. STAFF RECOMMENDATION: The approval of this site and landscape request is subject to the approval of the zoning request submitted by Chick-fil-A. ATTACHMENTS: Description Location Map Site Plan Landscape Plan Landscape Specifications Building Elevations Upload Date Type 6/24/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit 6/24/2019 Exhibit T u t SITE WHITE STREET (F.M. 455) AIL "CAUTION LANES MERGE-SIGNAGE W/ BOLLARD BY G.C. 20' LANDSCAPE & UTILITY EASEMENT VOL. 2017, PG. 549 W h ui N SITE DATA ZONING: PD-120-2003 (PLANNED DEVELOPMENT) LOT AREA: 1.4823 ACRES (64,571 S.F.) PROPOSED USE. DINE IN & DRIVE THRU RESTAURANT BUILDING AREA: 4,996 S.F. F.A.R.: 0.077:1 PARKING REQUIRED: 1 SPACE FOR EVERY 100 S.F. 4,9961100 = 50 SPACES PARKING PROVIDED: 54 SPACES (3 H.C.) BUILDING HEIGHT. 25' (1 STORY) PROPOSED LANDSCAPE AREA, 22,713 S.F. (35.18X) PROPOSED IMPERVIOUS AREA: 41,858 S.F. (64.82,) LOT 3, BLOCK A WAL—MART ANNA ADDITION VOL. 2017, PAGE 549 P.R.C.C.T. N 84»25'07" E — 225.20' 5 SPACES ® °p 20'x2O' DRAINAGE EASEMENT INST. NO. 2017-549 I� 25' I 25.5' "DRIVE GE I N SIGNAGE L6 9' = 45' OO STMH OS L:;' 10'R 10'R I Lu rF N I 20 ',q Io �— I N OP. FIRE LANE - PR I EDGE OF �h 20'R N • I 20'R N _ EX. CONC. 20'R M in %^ 10'R _ R iv 25'R C O In RAMP \ �. STOA E 18' 30 R 6.75 B.O. � LP NET (TYP.) - I 206' IJ Ln I I � � 3" 20.5' 10.5' I 29.69' 26'. I . G'� B•C. V)rn or V� 10, U� U' •^• UM13LLLU A rvuivu 0F•I•R• IRON ROD FOUND (SIZE AS NOTED) OS•I•R• IRON ROD SET (SIZE AS NOTED) e- PP OVERHEAD UTILITY POLE W/ GUY uE' UT � UNDERGROUND ELECTRIC OR TELEPHONE L.P. �o LIGHT POLE SSMH SANITARY SEWER MANHOLE O C.O. SAN. SWR. CLEAN OUT O G.V. GAS VALVE W.V. WATER VALVE 0O 12�°12' TREE Qo MH MANHOLE (TYPE AS NOTED) ®SIG. Box TRAFFIC SIGNAL BOX ®TRANS. ELECTRIC TRANSFORMER BOX ATOWER ELECTRIC TRANSMISSION STEEL TOWER O CABLE UNDERGROUND CABLE MARKER SIGN B.C. BURR OAK B.C. BALD CYPRESS T.Y. TREE YAUPON FIRE LANE cn- BLOCK A 18, B.C. LOT 1; f/ WAL—MART ANNA ADDITION 1.5 R 7.5' r VOL. 2017, PAGE 549 N 52' PL. TO I ^ Zq 1$' P.R.C.C.T. wv o/ " o 26 O 20'R 8' . 20' 24' 20' 20' 24' wv \ PROP. FIRE ` RISER ROOM GVB B.C. InIcv LOCATION p M 20'x20' D IN E SEMENT Lc)I f 2'R \ ■ IC / INST. 2 17 549 In MIXO G C T.Y. Y T 'F C) ❑ ACCESSIBLE HC." I • cts1 Z I BOLILGA DG B YG.C.10( w6 30R T.Y. o "VAN �CCESS/BLE I 1 w / 1 1O'R 5 04 • H.C. OB LLAA DE \ 1�\ �' O LP m J I BY G.C. I I INLET. Sti SS EX. DROP F` c`w o �Q, ^ i INLET (TO �\ wvO _V 10 BE REMOVED) \ , GRATE , SERIES P12 LE LARGE �.. �o \ N� ` (TYP k ' o�2� FH T.Y. 54 PARKING SPACES vQi ��,� \ ® r, Wv ,i O a <a �ti� P�ESk\.�o� ss GRATE I » \ �s <o "ACCESSIBLEG. `S09( ) BOLLARD BW INLET SVY %. 6 \ ck "CURB SIDE 1 \ Lo OG� `� LP S GNAGE % a < �� "DRIVE THRU" '' V , PP BOLLARD BY G.C. ^ I 0 SIGNAGE ,1 �� Dg 4.5' ®� 10� ,��� 5 20.5 12 15 "STOP//EXIT ONLY SIGNAGE DO S N ER / GF,`'�c�F,�` 12'R 52' P. L. TO o I. °? S 20'R F O 2°'R I 12'R N� G'2 L NT N _ J �'• EDGE OF- o I 20'R EX. C "SP /EXIT ONLY 20'R DTOO S/GNAGETER'/ l �/ A. PVC \ BOUNDARY CURVE DATA TABLE i - STOP" WO \\ WATER EASEMENT �5 • / SIGNAGE \ VOL. 2017, PG 549LP i NO. RADIUS DELTA ARC CH. BEARING CHORD Cl 360.50' 29'41'48" 186.85' S 20'25'47" E 184.76' C2 489.50' 04'31'07" 38.60' S 55'18'45" W 38.59' ,A8 NOTES O OWV \ , / I. ALL ON -SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CHICK-FIL-A SPECIFICATIONS AND/OR CITY (ppp owv\ i / STANDARD SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE. \` 2. ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENT SHALL BE IN ACCORDANCE WITH THE CITY'S wv owv\ \\ �E STANDARD SPECIFICATIONS. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND ss/ \ \, / APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS \ �C RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS AS APPROVED BY ALL OF THE \ \ - PERMITTING AUTHORITIES. \ \\ 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT LOT 5, BLOCK A 5. IF CONTRACTOR FINDS A DISCREPANCY WITH THE TOPOGRAPHIC INFORMATION ON THESE PLANS, HE/SHE SHALL r \ WAL-MART ANNA ADDITION CONTACT THE CONSTRUCTION MANAGER/SUPERVISOR IMMEDIATELY. \ \ VOL. 2017, PAGE 549 P.R.C.C.T. 6. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, BRICK, OR AS OTHERWISE NOTED. \ \ 7 REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. \ B. ALL RADII ARE 2' UNLESS OTHERWISE NOTED. \ \ \ HIGHWAY 75 ACCESS EASEMENT Wv FH \ \ \ INST.#201 31121001568290 9. ALL PARKING STALLS SHALL BE STRIPED IN ACCORDANCE W/APPLICABLE GOVERNING AUTHOR/TIES. 290 ROSAMOND PKWY I 370 \ 368 )� 75 / W SITE 455 WHITE ST Z r 286 367 423 VICINITY MAP NOT —TO —SCALE LAYOUT NOTES �1 PAINTED TRAFFIC ARROW DRIVE THRU STRIPING ] STOP BAR ® PAINTED HANDICAP PARKING SYMBOL PARKING STALLS / 4" PAINTED STRIPE © DIRECTIONAL SIGNAGE (OTHER THAN CHICK-FIL-A SIGNS) n CHICK-FIL-A MAIN ENTRY RAMP ® CURBED RAMP "A- FLARED SIDES "B" SHORT FLARED SIDES 9❑ INTEGRAL CONCRETE CURB (SEE SHEET C-7) 10 SOLID PLASTIC WHEEL STOP (NOT USED) 12 DRIVE THRU PLAN VIEW 13 STEEL PIPE BOLLARD 14 DRIVE THRU ISOMETRIC VIEW 15 TYPICAL SIDEWALK DETAIL BROOM FINISHED 16 SIDEWALK ADJACENT TO CURB 17 CONTRACTION JOINT (SEE SHEET C-7) 18 CONSTRUCTION JOINT (SEE SHEET C-7) 19 SEWER CLEANOUT (SEE SHEET C-10) 20 MENU BOARD AND ORDERING STATION 21 FLAGPOLE - ECX SERIES 35' POLE PCG BY APPROVED VENDORS - THE FLAG CO. OR ATLAS FLAG (REFER SIGN PLAN) 22 GREASE TRAP 23 PAD MOUNTED TRANSFORMER 24 DUMPSTER/STORAGE AREA W/ SCREENING 25 CHICK-FIL-A PRIME SIGN (PYLON SIGN) (REF. SIGNAGE PLAN FOR DETAILS) 26 CHICK-FIL-A ENTER SIGN (NOT USED) 27 STRIPING (SEE C-8 DETAIL 5) 28 CONCRETE PAVEMENT 29 CONCRETE RADIUS PROTECTION 30 TURN DOWN CURB (NOT USED) 31 MATCH EX. CURB 32 CLEARANCE BAR (REF. SIGN PLAN) 33 EX. FIRE HYDRANT 34 BIKE RACK (REF. ARCH PLANS FOR DETAILS) (4 x6' MIN. AREA PER RACK) 35 END CURB AT DUMPSTER 36 MATCH EX. CONCRETE PAVEMENT 37 MULTI ORDER POINT ISLAND 38 CANOPY LAYOUT DETAIL 39 F.D.C. LOCATION 40 FIRE LANE STRIPING 42 MATCH LOCATION & ELEVATION OF EX. SIDEWALK 41 DRIVE THRU ORDERING CANOPY (REF. PLANS BY LANE SUPPLY, INC. FOR DETAILS) 42 DRIVE THRU MEAL DELIVERY CANOPY (REF. PLANS BY LANE SUPPLY, INC. FOR DETAILS) 43 CANOPY COLUMN (REF. PLANS BY LANE SUPPLY, INC. FOR DETAILS) 44 4" DASH PAINTED STRIPE (REF. PLANS BY LANE SUPPLY, INC. FOR DETAILS) 45 ORDER TAKING STRIPING DETAIL / BEFORE y\ A S ONE CA��/ APPLICANT: CHICK—FIL—A, INC. 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 PHONE: (404) 765-8000 EMAIL: GETRA.SANDERS@CFACORP.COM CONTACT: GETRA THOMASON —SANDERS ENGINEER: BURGER ENGINEERING, LLC TBPE F-12997 17103 PRESTON ROAD, SUITE 180N DALLAS, TEXAS 75248 PHONE: (972) 630-3360 EMAIL: BBURGER@BURGERENGINEERING.COM CONTACT: BRYAN M. BURGER, P.E. PP I I I I I 11 I it I / II I / I who 11 C) h zo �Q� 'z'wo II z <�o II \ I I o Iz II II I � N I II I I I I I o l U II I II l II I 1 1 �I- I- I--�- - W I I n I 11 1 1 it I I I I N 15'11 I 11 I I I I' I I I I o I I w I I I I I I Li I O I I I I I I I I I 1 I O 1 1 1 I I SITE DATA / I ZONING. PD-120-2003 (PLANNED DEVELOPMENT) / v I r s I LOT AREA: 1.4823 PROPOSED USE. DINE /N &RDRIVE ES 6 7HRU RESTAURANT BUILDING AREA: 4,996 S.F. co F.A.R.: 0. 077:1 PARKING REQUIRED: 1 SPACE FOR EVERY 100 S.F. / 4,9961100 = 50 SPACES / I I� II OrI I PARKING PROVIDED: 54 SPACES (3 H.C.) I / U I I BUILDING HEIGHT.• 25' (1 STORY) r\ N wv� II / II I PROPOSED LANDSCAPE AREA: 22,713 S.F. (35.189) - - PROPOSED IMPERVIOUS AREA: 41,858 S.F. (64. 827.) _I EX. 6" 4�ssm EX. 12" S.S., I I _ 15' SEWER EASEMENT BOUNDARY CURVE DATA TABLE I / 1 i20'x20' DRAINAGE EASE�ENT I\ I INST. NO. 2017-549 LOT 3, BLOCK A I I INST. NO. 2017-54b - l 11 A - - - - - - - - - - - WAL-MART ANNA ADDITIO�J 1 / i Nw- \ I VOL. 2017, PAGE 549 I I l /��FT i l PRCCT / 0 I l � J 3 332 8 ..... I 1 I I / l C-). / w RRZ BKSG RY CE \ ' °� / r LANDSCAPE TABULATIONS PLANT LIST I � 2 37 I �3 \ 5 `" X GM DA 4025'07" E - 225.20 - 12 .5' / L`' a SITE LANDSCAPE: (64,571 s.f.) TREES - I TYP. o QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS �/ ✓ Requirements: 10 /o of total site area to be landscape ICI Required Provided 4 BC Bald Cypress Taxodium distichum 3" cal. B&B 13' ht., 4-5' spread min. A / � I 6,457.1 s.f. (10%) 22,713 s.f. (35%) 5 CE Cedar Elm Ulmus crassifolia 3" cal. B&B, 13' 1 4'-5'spread min. 2 Q I 1 CM Crape Myrtle Lagerstroemia x 'Natchez' 7' 1 container grown, 3-5 cane, no cross caning FRONT YARD LANDSCAPE: (5,234 s.f.) 10 LO Live Oak Quercus virginiana 3" cal. container grown, 13' 14-5 spread min. <(0) IRequirements: 15% of front yard area to be landscape 9 NRS Nellie R. Stevens Holly Ilex x 'Nellie R. Stevens' 30 gal. container grown, fill to base ppll STMH I 3 RB Redbud Cercis canadensis 7' 1 container grown, 3-5 cane, no cross caning Quercus shumardii 3" cal. B&B, 13' 1 4'-5'spread min. Requried Provided 3 RO Red Oak �I I Requ ieds.f(15%) Provided eds.f(100%) 3 VTX Vitex Tree Vitex agnus-castus 7' 1 container grown, tree form 5 8 � 9 � I I � = DA 17 2 8 mac, �\ '�, G \ SHRUBS HDN GM 6 RY I I DA RY DWM 1 STREET FRONTAGE � � � 1 1 � / \I Requirements: One (1) tree, 3" cal., per 40 I.f. of frontage. QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 0 2 PROP. FIREI LANE / CE EDGE OF II / 168 DA Super Gold Dwarf Abelia Abelia grandiflora 'Super Gold' 3 gal. container grown, full plant specimen o'R VTX 3 I I EX. CONC. / I US Hwy 75 Frontage Rd. (262.47 I.f.) 72 DBH Dwarf Burford Holly Ilex cornuta 'Burfordii' 5 gal. container grown, full plant specimen 20'R BC ' L / I Required Provided 52 DWM Dwarf Wax Myrtle Myrica cerifera var. pumila 5 gal. container grown, full plant specimen 10 I I _ (7) trees, 3" cal. (7) trees, 3" cal. 56 GM Gulf Muhl Ca illaris muhlenber ii 5 al. container grown, full plant specimen _ __ _ I� ^� y p� g�� 9 9 p p RY 0 Q ' 1 7 0'R� 'R 25 N(��/ 1 59 HDN Harbor Dwarf Nandina Nandina domestica 'Nana' 5 gal. container grown, full plant specimen RAMP CE ). Yf INTERIOR PARKING (54 spaces) 166 MFG Mexican Feathergrass Nassella tenuissima 3 gal. container grown, full plant specimen 219 \' Y��f 11 Requirements: 8 s.f. per each parking space and (1) tree per 10 spaces 9 NPH Needlepoint Holly Ilex vomitoria 5 gal. container grown, full plant specimen I i \ 0'R 1� 65' max distance between tree and arkin space I I IPP � 1 8'R \ 1 LBB � � � �P P 9 p 39 ROP Prostrate Rosemary Rosmannus officranalrs 3 gal. container grown, full plant specimen I I I 28 RRZ Double Knockout Rose Rosa x 'Radrazz' 5 gal. container grown, full plant specimen 27 3 E\ZN \ Required Provided 69 RY Red Yucca Hes eraloe parviflora 5 gal. container grown, full plant specimen ecimenW I °° 432 s.f. 2920 s.f.DA MF RY ? N Jd-Ao d G� (5) trees, 3" cal. (6) trees, 3" cal. GROUNDCOVERS \ I I I IN LO 6 _ _ I \ 4 8 Z _ z- GM v\�\�\ \ QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS \ I I I 3 I DB ' fl \ 1 \ I� M 11 15 Q ii �?� o ��� \ 759 BKSG Berkeley Sedge Carex divulsa 1 gal. container grown, full top of container \ l I I I LO 7 \ I'll �� � V 219 LBB Liriope'Big Blue' Liriope muscari 1 gal. container grown, full top of container 12 I I; Y 2 DWM DA Common Bermudagrass Cynodon dactylon roll sod solid sod, refer to notes \ ? 10. 26' I 1 \ 4 \ \ C / I �� �� \'\ 167 SC Seasonal Color container grown, full plant, 6" o.c., \ III \6 I I � I © \ GM \ \ '\ n / G N I selection at time of installation w� 9 \ \ / I 5'R I \ \ \ \ a \ / NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are O I \ II II NRS \ \ `� I minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching I! LL_- - _ _ _ _ 0 \ �\ �\ LOT 1, BLOCK A within varieties. o . I I I Q \ ro \ 3 \ \ f� WAL-MART ANNA ADDITION �;.�R -_ = L--- - -- ---- I 7 �i i _ \ w \ _ _ _ _ _� HDN _ \ _� `�\ / ��h� VOL, 2017, PAGE 549 O Native Bullrock, medium 2' MAINTENANCE NOTES Ln 0 I �p 2' P. TO I L \ \ 2 % P. R. C. C. T. width, maximum 4' width to �,,�,� \i back of curb near planting beds. 1. The Owner, tenant and their agent, if any, shall be jointly and severally \ \ Z_ �l\ 3" depth with steel edging responsible for the maintenance of all landscape. \ I / 0 \ 3 / I \ `Wv �(l\\ border and weed barrier fabric. I I I I x 20 ROP HDN \ I \\\ \ \`\ �" I cve 2. All landscape shall be maintained in a neat and orderly manner at all times. L 8' 20' 24' 20' 20' I 2 I I 6 2 7 22 2 Decomposed Granite, 18" width, This shall include mowing, edging, runin fertilizing, watering, weeding and J I I II I I 14 5 I \\ \ \OI ` O 3" depth with steel edging border gpruning, 9 9 9 J 1 I RY GM HDN MFG 6 \ lcv\ other such activities common to landscape maintenance. I I x • 12 I V 20'x2O' D`R�11N GE�AMINTand weed barrier fabric II II I' 593 " DWM BK G 2\lc INST. N 017-a Q I I I I I I i 6EIL/ O \> \ `` 0 3. All landscape areas shall be kept free of trash, litter, weeds and other such > I 1 I I I 11 ; I BKSG \ 2 GM Rod G, \ \ \ \ \ / a \ LANDSCAPE NOTES material or plants not part of this plan. \ I I I I I O I 14 9 5 2 RO \ \ \ \\ O \ 1. Contractor shall verify all existing and proposed site elements and notify 4. All plant material shall be maintained in a health and growing condition as is I �1 MFG NPH RY GM \ 16 1 4 � I �' \ \ \ \ Architect of any discrepancies. Survey data of existing conditions was p y 9 g I I I I m L I GM RRZ �' \ \`� I \ \ appropriate for the season of the year. I l MFG„ ' 6 \ I / pp Y 6 2 7 22 0 0 su bed b others. N I I I I I 1 i `)I RY GM HDN MFG \ 1 `\ \ I S \ I 5. All plant material which dies shall be replaced with plant material of equal or Q \ CM i \ 0 y\ d�8 /IP \ I 2. Contractor shall locate all existing underground utilities and notify Architect of better value. o t o� 7 0'R w ° Ex. 1 ZT�� any conflicts. Contractor shall exercise caution when working in the vicinity of I� LAI DSGAPE Il I I J 111 ; i �1 underground utilities. I \ \ \ I I \ v O EP 6. Contractor shall provide separate bid proposal for one year's maintenance to I TILITYII EAEVENT ,. i � VPL. 2017, G. 549 v, 0 \ BKSG , j ; R ` Wv I � ss begin after final acceptance. I I I P I _ f�.Q ; ; , ; TC _ \ I \ 3. Contractor is responsible for obtaining all required landscape and irrigation I I I I I I w Iij� .I O 10' I \ I � permits. I I I I I = I I d RQP NLE FH / F� ° SOLID SOD NOTES % / I I I o I SERIES P12 LE LARGE \ D 2`� 4. Contractor to provide a minimum 2% slope away from all structures. I I I X I 54 PARKING SPACES \ \ 3 / - V / O 1. Fine grade areas to achieve final contours indicated. Leave areas to receive W I I \ \ \ ROP @ s \ 3 Q ss 5. All planting beds and lawn areas to be separated b steeled in No steel to topsoil 3" below final desired grade in planting areas and 1 " below final grade 1 I I I I I 7 14 7 23 p \ O \ p 9 p y edging. p 9 p g °D I 1 I HDN ROP RY MFG 1 \ \ \S` �� 15 M x A Q A be installed adjacent to sidewalks or curbs. in turf areas. of �� I I I (T I 3 0 �\ \ RY i - I �� A A �`� A Oc�� `� \ ° \\ 10'R "\ g 21 �\ �'� \ V` 6. All landscape areas to be 100% irrigated with an underground automatic 2. Adjust contours to achieve positive drainage away from buildings. Provide / / I RB 111 \ 4 irrigation system and shall include rain and freeze sensors. uniform rounding at top and bottom of slopes and other breaks in grade. 2 5 4 13 \ HDN \ 14 / \ \\ \ .� Correct irregularities and areas where water may stand. I 1 I \ / \ \ .� 7. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the / I � RY RRZ GM MFG � \ \ 1 ��' 1 � � DWM x \ �� 1 - /��� 1 I I / 10 3 l I \ I - 2 \\ I drawings. 3. All lawn areas to receive solid sod shall be left in a maximum of 1"below , -4.5' S 7 \ LO o PS y \ x / final finish grade. Contractor to coordinate operations with on -site / \ LO Construction Manager. NO. RADIUS DELTA ARC CH. BEARING CHORD C1 360.50' 29'41'48" 186.85' S 20'25'47" E 184.76' C2 1 489.50' 04.31'07" 38.60' S 55-18'45" W 38.59' a_ x w \ I /LELU-i RRZ I \ 15 P� o� �� \ \ / 1<1 GENERAL LAWN NOTES \ 25 I i \ I N ' 5 \ DA I ° Q.' `L GA+i �5. �F , \ / \MFG l 1 1 HD �, /,�� ���1 PGA F Pc'��° \ \ ��\ 1 �� 1. Fine grade areas to achieve final contours indicated on civil plans. 4. Contractor to coordinate with on -site Construction Manager for availability of l \ I 7 VTX BC ❑ 12' ��' pG� Ox� i (x\\ �` �� existing topsoil. 9 \ 52' . L. 0 _ FyP P�� ti i / `� `Ci 2. Adjust contours to achieve positive drainage away from buildings. Provide 1 Q i ; / 20'R / F�� �� �� / / `� uniform rounding at top and bottom of slopes and other breaks in grade. 5. Plant sod b hand to cover indicated area completely. Insure edges of sod RRZ L G. C R. I �O �. i \ Y p y 9 \ 20' \ LO I - 2 z, / C2 NP ��5 i / \ �\ Correct irregularities and areas where water may stand. are touching. Top dress joints by hand with topsoil to fill voids. 6 \ 27'R RY 3 ,4 _ - - - - J �� _ EDGE OF /� / \ \ �\ 3. All lawn areas to receive solid sod shall be left in a maximum of 1 "below 6. Roll grass areas to achieve a smooth, even surface, free from unnatural 2 I EX I i / \\ �\ final finish grade. Contractor to coordinate operations with on site undulations. ° ° GM T 20'R I Construction Manager. ' 1 4 l / 7. Water sod thoroughly as sod operation progresses. / l ° GM 4. Imported topsoil shall be natural, friable soil from the region, known as 2 / `�\ bottom and soil, free from lumps, clay, toxic substances, roots, debris, 8. Contractor shall maintain all lawn areas until final acceptance. This shall ° , / 3 •�P > R - vegetation, stones, containing no salt and black to brown in color. include, but not limited to: mowing, watering, weeding, cultivating, cleaning F I and replacing dead or bare areas to keep plants in a vigorous, healthy I \ \ \ �v'- D // 5. All lawn areas to be fine graded, irrigation trenches completely settled, and condition. I \ ` 2 / 167 oq / I finish grade approved by the Owner's Construction Manager or Architect \ \ I \ N. i \ \ 152 • 5 SC I� I prior to installation. 9. Contractor shall guarantee establishment of an acceptable turf area and shall \ WATER EASEMEN a' DA provide replacement from local supply if necessary. \ \ \\ > \ \ OL. 2017, PG. 49 \ ��. 2 I / 6. All rocks 3/4"diameter and larger, dirt clods, sticks, concrete spoils, etc. `9-- 9 \ \ \ \ 1 / RY \ / shall be removed prior to placing topsoil and any lawn installation 10. If installation occurs between September 1 and March 1, all sod areas to be 23 ' % I I over -seeded with Winter Ryegrass, at a rate of (4) pounds per one thousand 3 1 _ 24 DBH/ / I 7. Contractor shall provide (1) one inch of imported topsoil on all areas to (1000) square feet. /y receive lawn. co l000l / \.-Owv P \\�10WV\/ / SS \ \ \` II \� I � � �° LANDSCAPE PLAN \ \ I sm r0\ \ SSA landscape architects, inc, SCALE: 1" = 20'-0" \ �`Ssrs � 1708 N. Griffin Street '8 \ \ t V Dallas, Texas 75202 1111 y� LOT 5, BLOCK A \ \ I\ WAL-MART ANNA ADDITION /\ VOL. 2017, PAGE 549 P.R.C.C.T. HIGHWAY T#20 311ENT 210015682g0 NS APPLICANT: CHICK-FIL-A, INC. 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 PHONE: (404) 765-8000 EMAIL: GETRA.SANDERS@CFACORP.COM CONTACT: GETRA THOMASON -SANDERS ENGINEER. BURGER ENGINEERING, LLC 17103 PRESTON ROAD, SUITE 18ON TBPE F-12997 DALLAS, TEXAS 75248 PHONE: (972) 630-3360 EMAIL: BBURGER@BURGERENGINEERING.COM CONTACT: BRYAN M. BURGER, P.E. 9s ONE CA��- c'y� Tel 214.871.0083 Fax 214.871.0545 0 10' 20' 40' Email smr@smr-la.com �D SECTION 02900 - LANDSCAPE PART 1 - GENERAL 1.1 REFERENCED DOCUMENTS Refer to bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs, and grass) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and Maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: 27 October 1980, Edition; by American National Standards Institute, Inc. (Z60.1) - plant material. B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards. D. Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. The Contractor shall, within ten (10) days following acceptance of bid, notify the Architect/Owner of the sources of plant materials and bed preparation required for the project. B. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, and crushed stone. Samples shall be approved by Architect before use on project. C. Product Data: Submit complete product data and specifications on all other specified materials. D. Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect's approval. When approved, tag, install, and maintain as representative samples for final installed plant materials. E. File Certificates of Inspection of plant material by state, county, and federal authorities with Architect, if required- F. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per manufacturers recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsail. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C. Grass Areas: 1. Areas to be Solid Sod Bermudagrass: Blocks of sod should be laid joint to joint, (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 2. Areas to be Hydromulch Common Bermudagrass: Hydromulch with bermudagrass seed at a rate of two (2) pounds per one thousand (1,000) square feet. Use a 4' x 8' batter board against the bed areas. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and area ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and sun. Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Landscape Architect for inspection and approval of all positioning of plant materials. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that, when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth- JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the finish grade of sidewalks, drives, and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. General Contractor shall provide topsoil as described in Section 02200 - Earthwork. C. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor will be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show a healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on -site inspection by Owner and Landscape Contractor will be completed prior tc written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and groundcover shall be guaranteed for twelve (12) months. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry has been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and reinspected for full compliance with Contract requirements. All replacements are to be included under "Work" of this section, F. Shrub and tree pits shall be no less than two (2') feet, twenty-four (24") inches, wider than the lateral dimension of earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over one (1") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect. I. Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 1/3 of the ball, as well as all nylon, plastic string and wire mesh. Container trees will usually be pot bound, if so follow standard nursery practice of 'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch- M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N. Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3) feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION REF. PLAN FOR SHRUB TYPE n A)09 �\ w Z G� ;L v G 4 6 u� � (7,� '2" LAYER OF SPECIFIED BARK MULCH ��' G L �✓ h O p'L �G C'cacJ, ­7 c ��,� .�.1D- FINISH GRADE I ROOTBALL, DO NOT DISTURB PREPARED SOIL MIX PER SPECS. :..:...:.....:.........::.... 6" MIN. OF PREPARED SOIL MIX H. TILLED INTO EXISTING SOIL TO A DEPTH OF 6" 11117111 SPACING PER NATIVE SOIL 6" PLANT LIST SHRUB PLANTING DETAIL NOTE: POCKET PLANTING NOT ALLOWED NOT TO SCALE n7� STEEL EDGING DETAIL VLJ 2, The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a completed, undamaged condition, and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A_ General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B_ Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivarlvariety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and during installation for size and condition of root balls, limbs, branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A_ Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 1/2" MAXIMUM • LAWN NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS NOT TO SCALE 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK A. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 72 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 - PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched, and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae and are to be of specimen quality. D. Approval: All plant materials shall be subject to the approval of the Owner. All plants which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition, will be rejected by the Landscape Architect, either before or after planting, and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. E. Trees shall be healthy, full -branched, well -shaped and shall meet the trunk diameter and height requirements of the plant schedule. Balls shall be firm, neat, slightly tapered, and well wrapped in burlap. Any tree loose in the ball or with broken ball at time of planting will be rejected. Balls shall be ten (10") inched in diameter for each one (1") inch of trunk diameter, Measured six (6") inched above ball. Nomenclature conforms to the customary nursery usage: for clarification, the term "multi -trunk" defines a plant having three (3) or more trunks of nearly equal diameter. F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect, shall be executed by the Landscape Contractor at no additional cost to the Owner. DO NOT CUT CENTRAL LEADER REFERENCE PLAN FOR TREE TYPE RUBBER HOSE 2 STRANDS NO. 12 GAUGE GALVANIZED WIRE, TWISTED 2" LAYER MULCH, REF. SPECIFICATIONS 2" HIGH WATERING RING (3) METAL T-POST PAINTED GREEN TRIANGULAR SPACING FINISH GRADE SCARIFY SIDES ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 1/3 BURLAP. NATIVE SOIL, REF. SPECIFICATIONS CRUSHED ROCK NOTE: LOCATE STAKES OUTSIDE OF TREE WELL. POSITION STAKES TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam.- 1 , Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay - between 7-27 percent Silt - between 15-25 percent Sand - less than 52 percent 3. Organic matter shall be 3%-10% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. A. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulphur and 4% iron, plus micronutrients. B. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: Shall be Ryerson "Estate Curbing", 1/8" x 4" with stakes 4' on center. B. Staking Material for Shade Trees: 1. Post: Studded T-Post, #1 Armco with anchor plate; 6'-0" length; paint green. 2. Wire: 12 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum % inch inside diameter. Color: Black. C. Gravel: Washed native pea gravel, graded 1 in. to 1-1/2 in. D. Filter Fabric: Mirafi 140N by Celanese Fibers Marketing Company, available at Loftland Co., (214) 631-5250 or approved equal. A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR Tn PLANTING GROUNDCOVER/ANNU/ PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS PLANT ROW SPACING'D' ROW SPACING'A' PLANTS/10SF 8" O.C. 6.9" 26 12" O.C. 10.4" 12 15" O.C. 13.0" 7 n A 1 GROUNDCOVER PLANTING DETAIL V`t J NOT TO SCALE nr,1 SIDEWALK / MULCH DETAIL SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE TREE PLANTING DETAIL \ � no steel along sidewalks NOT TO SCALE 0 NOT TO SCALE ENGINEER: APPLICANT: BURGER ENGINEERING, LLC CHICK-FIL-A, INC. 17103 PRESTON ROAD, SUITE 180N 5200 BUFFINGTON ROAD TBPE F-12997 ATLANTA, GEORGIA 30349 DALLAS, TEXAS 75248 PHONE: (404) 765-8000 PHONE: (972) 630-3360 EMAIL: GETRA.SANDERS@CFACORP.COM EMAIL: BBURGER@BURGERENGINEERING.COM CONTACT: GETRA THOMASON -SANDERS CONTACT: BRYAN M. BURGER, P.E. /EFORE y0� °0Lk( 5� S ONE CA��- Sy smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com 1 LANDSCAPE PLAN SCALE: 1" = MAI' 7����� 0 10' 20' 40' A C � B ry al U 0 H C C Q I O� O ry LU I J N I IY 07 LL M I al Q) U) C: Z (1) Q � Q 0 w A I— J M W c ry Q O _ I IY M a LLI — o LO X LLJ XI oo N 0 H CO cM O O� Q O O CO cfl o 3 2 1 D WEST ELEVATION 3/16" = V-0" t-% o EAST ELEVATION V v 3/16" = V-0" 5'-5 1 /8" 9'-4" 1 3'-7 3/8" I 15'-5 5/8" 1 4'-4" I 4'-0 1 /8" 1 p 0 NORTH ELEVATION L) J 3/16" = V-0" GLAZING SCHEDULE MARK THICKNESS TYPE TINT REMARKS G1 1/4" TEMPERED CLEAR G3 1/8" (2) LAMINATED TEMPERED CLEAR CLEAR DUAL LAYER BUTT GLAZE G11 1/2" G21 1" TEMPERED CLEAR - LOW-E PROVIDE THERMALLY BROKEN AT EXTERIOR LOCATIONS G31 1" TEMPERED ACID ETCHED - LOW- PROVIDE THERMALLY BROKEN AT EXTERIOR LOCATIONS NOTES: 1. ALL GLASS TO BE G21 U.N.O or) SOUTH ELEVATION L) L 3/16" = V-0" A301_ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width Overall Depth Tie Back Mounting (Offset From Top) Integral Lighting Cl-D Exterior Canopy 5 9'-9" V-0" 0" No Cl-F Exterior Canopy 1 13'-1" V-0" 0" Yes Cl-G Exterior Canopy 2 13'-1" V-0" 0" No C4-B Exterior Canopy 1 5'-9" 4'-0" 2'-6" Yes C4-E Exterior Canopy 1 7'-1" 4'-0" 1 2'-6" 1 Yes C4-G Exterior Canopy 1 10'-0" 1 4'-0" 1 2'-6" 1 Yes Grand total 11 A301_FINISH SCHEDULE - EXTERIOR MODEL MARK DESCRIPTION MANUFACTURER MODELNAME NUMBER COLOR NOTE EXTERIOR BR -A BRICK VENEER (PRIMARY) ACME BRICK MODULAR PALOMA GRAY MORTAR: ARGOS SAN TAN BR-B BRICK VENEER (ACCENT) ACME BRICK MODULAR RUSTIC WHITE MORTAR: ARGOS SAN TAN CP-1 CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVD CP-2 CANOPY METAL DECK WHITE SMOOTH WHITE, HIGH GLOSS EC-1 PARAPET WALL COPING DUROLAST / DARK BRONZE EXCEPTIONAL METALS (MATTE) PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH: ACRYLIC #1366-350 SEMI -GLOSS ON DOOR FRAMES, SATIN ON WALLS PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI -GLOSS ACRYLIC #1366-350 ST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) BRICK EXPANSION JOINT LEGEND n ALIGN EJ WITH JAMB n2 ALIGN EJ WITH CORNER OF WALL ALIGN WITH EXTENT OF BRICK ABOVE (J PLACE EJ AS DIMENSIONED NOTE: EJ SEALANT COLOR TO MATCH MORTAR COLOR. L7 C A Z P F_ LU oopD o D C D C 0 o CD D 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 P: (404) 765 8000 MAYSE & ASSOCIATES,INC. Architecture - Planning - Construction Management ■ 14881 Quorum Dr. Suite 800 Dallas, Texas 75254 Phone: (972) 386-0338 Fax: (972) 386-0578 www.MayseAssociates.com 6/4/2019 3:00:15 PM FSR#04191 BUILDING TYPE / SIZE: LE / ALL RELEASE: v2 19.05 REVISION SCHEDULE NO. DATE DESCRIPTION N/A N/A CONSULTANT PROJECT # 18078 PRINTED FOR PERMITTING DATE 6/4/2019 3:00:15 PM DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET EXTERIOR ELEVATIONS SHEET NUMBER A=302 3 2 i THE CITY OF Anna AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 7/1 /2019 Staff Contact: Maurice Schwanke Consider action to approve minutes of the June 3, 2019 Planning and Zoning M eeting. SUMMARY: [+3r_1SAN*Ole]�Il► 141,1IT-1we]T1 ATTACHMENTS: Description Upload Date Type Meeting Minutes 6/25/2019 Exhibit MINUTES PLANNING AND ZONING COMMISSION June 3, 2019 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on June 3, 2019, 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 7:07 pm. Members present were Sandy Setliff, Wayne Barton, Janine Johnson, Donald Henke, Leslie Voss, and Danny Ussery. Don Callaham was absent. Staff present was Maurice Schwanke, Alexis Vanderslice, and Ashley Stathatos. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Action on recommendation regarding the Daniel Rodriguez Development Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The development plat is located within Anna's extra territorial jurisdiction and is generally located on the West side of County Road 479, South of County Road 429. The tract is in the Mark R. Roberts Survey, Abstract No. 742 and contains 6.794 acres of land. The owner is proposing to put a new home and shop on the property. A motion was made by Commissioner Henke, seconded by Commissioner Setliff to recommend approval of the development plat. The vote was unanimous. 4. A) Conduct a public hearing to consider public comments regarding a request by John Rattan, the owner of the property. The property is currently zoned Restricted Commercial (C-1) and Thoroughfare Overlay District (THOR). The applicant requests to replace the existing Zoning with a Commercial Planned Development. The section of property is located on the Southwest corner of White St (FM 455) and Ferguson Pkwy. The public hearing opened at 7:11 pm. Mr. Schwanke gave a brief explanation of the changes proposed in the Planned Development and why the Staff supports the zoning change. He answered questions from the committee. Matt Cragun, the representative from Cumulus Design, spoke about why they requested the changes and stated that they are willing to work with the City with any concerns they may have. The public hearing closed at 7:14 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owners of the property to replace the existing zoning with a new, Planned Development zoning. After much discussion, a motion was made by Commissioner Barton to approve the masonry and driveway spacing changes as stated in the Planned Development and to approve the requested setback change as long as the construction of Chase Bank is completed on or before December 31st, 2020. If the construction is not complete and no time extension is granted, then the standard for the setback will revert back to the required 50 feet. This motion was seconded by Commissioner Voss. The vote was in favor of approval of the new Planned Development 5-1 with Commissioners Setliff, Barton, Johnson, Henke, and Voss voting yes and Commissioner Ussery voting no. 5. Consider action to approve minutes of the May 6, 2019 Planning and Zoning meeting. P & Z Minutes 06-03-19 Page 1 of 2 06-03-19 A motion was made by Commissioner Setliff, seconded by Commissioner Ussery to approve the May meeting minutes. The vote was unanimous. 6. Adjourn A motion was made by Commissioner Setliff, seconded by Commissioner Johnson to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:43 pm. Planning and Zoning Commission Chairman ATTEST: P & Z Minutes 06-03-19 Page 2 of 2 06-03-19