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PZpkt2018-12-03
THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION December 3, 2018 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on December 3, 2018, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance Location Map Consider/Discuss/Action on recommendation regarding the Hopewell Homeplace Development Plat. Consider/Discuss/Action on recommendation regarding the LG Motorsports Park Addition Minor Plat. 5. Consider/Discuss/Action on recommendation regarding the Anna Crossing Villas Preliminary Plat. 6. Consider/Discuss/Action on recommendation regarding the One Anna Two Addition Preliminary Plat. 7. Consider/Discuss/Action on recommendation regarding the Anna Medical Office Building Site Plan and Landscape Plan. 8. Consider/Discuss/Action on recommendation regarding the Anna 455 Addition Block A, Lot 2 Final Plat. 9. Consider/Discuss/Action on recommendation regarding the Anna Town Center Addition Block A, Lots 5-8 Final Plat. 10. (A) Conduct a public hearing to consider public comments regarding a request by Clint Richardson, the representative for Craig Curry, the owner of the property. The property is currently zoned Agriculture (AG). The owner requests to replace the existing zoning to a proposed Planned Development for mixed use. The property is located at the Northwest corner of Highway 5 and Rosamond Pkwy. (B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owner of the property to replace the existing zoning with a new Planned Development zoning. 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 12-03-18 Page 1 of 2 Posted 11-30-18 11. Consider action to approve minutes of the November 5, 2018 Planning and Zoning meeting. 12. 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. November 30, 2018, Maurice Schwanke Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 12-03-18 Page 2 of 2 Posted 11-30-18 THE CITY OF Aiftha AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Hopewell Homeplace Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and generally known as 1616 County Road 1036. The tract is in the R.C. Ingraham Survey, Abstract No. 464 and contains 2.332 acres of land. The owner is proposing to put a new building, driveway, and party barn on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Hopewell Homeplace Development Plat. ATTACHMENTS: Description Upload Date Type Location Map 11/20/2018 Exhibit Development Plat 11/20/2018 Exhibit a 0 W i i Q S FLOOD NOTE CpU* (N 89-47'00" E) �� N 88'36' 19" E Oqe According to my interpretations of the Collin County, Texas and Incorporated Areas, f Insurance Rate Map Number 48085COl60J, dated June 2, 2009, the subject property flood Zone "X" and is not shown to be within a Special Flood Hazard Area. This states not imply that the property and/or structures thereon will be free from flooding or flood On rare occasions, greater floods can and will occur and flood heights may be increat man-made or natural causes. This statement shall not create liability on the part of th, JOHN JEWTUCH CALLED 4.274 ACRES INST. NO. 20071102001497480 0.P.R.C.C.T. 40 0 40 Scale 1" = 40' 4I) SUBJECT PROPERTY Coyote a Rostlrunnu Rd 3 a VICINITY MAP NOT TO SCALE PROPERTY DESCRIPTION A/C ........... AIR CONDITION B.......... .*CABLE TV DING LINE CATVAN........CABBEING all that certain 2.332 acre tract of land situated in the R.C. Ingraham Survey, Abstract No. 464, . CBOX.........CABLE TV BOX Collin County, Texas, and being all of that certain called 2.332 acre tract of land conveyed to NOCO CIRF........... CAPPED IRON ROD FOUND Asset Management LLC., by deed recorded in Instrument No. 20171010001355230, Official Public CIRS........... CAPPED IRON ROD STAMPED Records, Collin County, Texas, and being more particularly described by metes and bounds as follow; "5633" CLF............ CHAIN LINK FENCE (CM) .......... CONTROLLING MONUMENT BEGINNING at a 1/2" iron rod found for the northeast corner of said called 2.332 acre tract of land, CO.............CLEANOUT same being the northwest corner of a certain called 3.199 acre tract of land conveyed to WOPAC C/P........... COVERED PORCH D.E............ DRAINAGE EASEMENT Construction by deed recoded in Instrument No. 20150727000924610, Official Public Records, Collin _ — — EBOX......... ELECTRIC BOX County, Texas; P OHL EM.............ELECTRIC METER OHL FH.............FIRE HYDRANT OHL FO.............FIBER OPTIC VAULT THENCE South 01 degrees 10 minutes 41 seconds East, along the west line of said called 3.199 acre PP OHL OHL FP.............FLAG POLE tract, for a distance of 276.42 feet, to a 1/2" capped iron rod set stamped "RPLS 5633" for corner at the OHL 1/2" CIRS GM ............ GAS METER OHL OHL WOPAC CONSTRUCTION, INC. IPF............ IRON PIPE FOUND southeast corner of said 2.332 acre tract; I PP CALLED 3.199 ACRES IRF............ IRON ROD FOUND I INST. N0. 20150727000924610 LP. ............LIGHT POLE THENCE South 74 degrees 07 minutes 00 seconds West, along the south line of said 2.332 acre tract, MH............MANHOLE a distance of 330.86 feet, to a 1/2" capped iron rod set stamped "RPLS 5633" for corner in the east line O.P.R.C.C.T. OHL ........... POOOVERHEAD UTILITY LINES of a certain called 1.725 acre tract of land conveyed to John C. Hopewell and Diane E. Hopewell b I PE.............POOL EQUIPMENT Y P P Y PP.............POWER POLE deed recorded in Instrument No. 20140519000492180, Official Public Records, Collin County, Texas; TPED......... TELEPHONE PEDESTAL TRANS....... ELECTRIC TRANSFORMER ()............PLAT/DEED CALLS THENCE North 10 degrees 10 minutes 19 seconds East, a distance of 443.08 feet, to a 1/2" iron rod �J I U.E............ UTILITY EASEMENT found for corner in the south right-of-way line of County Road 1036, same being the northeast corner of �� WDF.......... WOOD FENCE a certain called 4.274 acre tract of land conveyed to John Jewtuch by deed recorded in Instrument No. I 00 W I WIF.......... WROUGHT IRON FENCE WV ............ WATER VALVE 20071102001497480, Official Public Records, Collin County, Texas and the northwest corner of said S WM............ WATER METER 2.332 acre tract; XF............ + CUT FOUND XS............ + CUT SET — WOOD FENCE THENCE North 88 degrees 36 minutes 19 seconds East, along the south right-of-way line of said —CHAIN LINK FENCE County Road 1036, for a distance of 94.90 feet, to a 1/2" iron rod found for corner; WIRE FENCE -0 o WROUGHT IRON FENCE THENCE South 62 degrees 50 minutes 37 seconds East, continuing along the south right-of-way line of 1/2" CIRS —EASEMENT LINE 9 9 9 9 Y —BUILDING LINE said County Road 1036, for a distance of 156.70 feet, to the POINT OF BEGINNING and containing /\ 2.332 acres (101,581 square feet) of land. I I I I JOHN C. HOPEWELL AND DIANE E. HOPEWELL CALLED 1.725 ACRES INST. NO. 20140519000492180 0.P.R.C.C.T. OHL OHL 20.50' ROADRUNNER ROAD RICHARD A. BRITT, SR. AND DORIS J. BRITT CALLED 1.432 ACRES INST. NO. 20130530000738630 0.P.R.C.C.T. (CM) LESLIE B. VOSS AND RICKY A. VOSS CALLED 5.397 ACRES INST. NO. 20140603000553090 O.P.R.C.C.T. BOBBY LINDSEY AND ANNETTE LINDSEY CALLED 2.538 ACRES INST. NO. 20061129001688380 0.P.R.C.C.T. SURVEYOR'S CERTIFICATE I hereby certify to John C. Hopewell and the City of Anna, that this plat represents the result of a survey made on the ground on August 20, 2017 and is a true and accurate representation of the property shown hereon. There are no encroachments or protrusions except as shown hereon. Todd Fincher, R.P.L.S. Signed: November 13, 2018. NOTES 1. Directional Control Shown hereon is based on NAD83(CORS96, EPOCH 2O02) tied to the Texas Coordinate System of 1983, North Central Zone (4202) using the WDS "TRIMBLE" RTK GPS Network 2. This survey was performed without the benefit of a current title commitment and might not portray exceptions that a current title commitment might reveal. No search of easements, right-of-ways or restrictions was performed by surveyor. 3. Proposed highway right-of-way "reservations" shown hereon are approximate and are shown by graphically scaling such "reservations" from map provided by City of Anna Planning and Development Department and create no liability on the part of the surveyor. DEVELOPMENT PLAT OF HOPEWELL HOMEPLACE 2.332 ACRES LOCATED AT 1616 COUNTY ROAD 1036 AN N A, TEXAS 75409 AND BEING SITUATED IN THE R.C. INGRAHAM SURVEY, ABSTRACT No. 464 CITY OF AN N A, COLLI N COUNTY, TEXAS THE CITY OF Aiftha AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the LG Motorsports Park Addition Minor Plat. The owner of the property, Lou Gigliotti, has submitted a Minor Plat for 5.079 acres to create two lots out of the tract. Lot 1 will be 2.637 acres and Lot 2 will be 2.442 acres. The minor plat for your review is located within Anna's extra territorial jurisdiction and generally known as 704 E. Houston St. The tract is in the J. Chalmers Survey, Abstract No. 233. STAFF RECOMMENDATION: Since our ordinance does not support breaking tracts into less than 5 acres each when not served by a wastewater collection system, the staff is recommending denial of the LG Motorsports Park Addition Minor Plat. ATTACHMENTS: Description Upload Date Type Location Map 11/20/2018 Exhibit Minor Plat 11/20/2018 Exhibit LOT 6 i W CUNNINGHAM ADDITION Z Q DOCUMENT NUMBER 20061012010004450 REMAINDER OF N Q C/;, O.P.R.C.C.T. TRACT 1 y Q LOU GIGLIOTTI DOC. NO. 20140703000688450 o Q O.P.R.C.C.T. O M N W 0' 60' 120' RUTHIE MAXINE DAVIS VOL. 1025, PG. 798 O.P.R.C.C.T. CIRS\ $ 88030'03"E 178.55' rCIRS REMAINDER OF TRACT 1 LOU GIGLIOTTI DOC. NO. 20140703000688450 r�s O.P.R.C.C.T. && Q LEGEND • = PROPERTY CORNER CIRF = CAPPED IRON ROD FOUND = BENCHMARK IRF = IRON ROD FOUND O = TELEPHIONE/UTILITY RISER (TR/UR) CIRS = CAPPED IRON ROD SET M = BURIED CABLE MARKER (BCM) MFCP = METAL FENCE CORNER POST OT = TELEPHONE MANHOLE (TMH) WFCP = METAL FENCE CORNER POST = POWER/UTILITY POLE (PP/UP) ( ) = PLAT/DEED CALLS 0 = LIGHT POLE (LP) POB = POINT OF BEGINNING & = GUY WIRE (GUY) POC = POINT OF COMMENCEMENT vukT = ELECTRIC VAULT (VLT) R.O.W. = RIGHT-OF-WAY ® = ELECTRIC TRANSFORMER (TRAN) = CONCRETE PAVEMENT = ASPHALT PAVEMENT ® = WATER METER (WM) D4 = WATER VALVE (WV) CHALMERS SURVEY STRACT No. 233 REMAINDER OF TRACT 1 LOU GIGLIOTTI )C. NO. 20140703000688450 O.P.R.C.C.T. BROW MON BROW MON 56.29' 1029'46"W 30.70' fCIRS :::� p JO 9 emi C.R. 526 ±16' GRAVEL SURFACE CALLED 200.10 ACRES BHAGAT HOLDINGS, LTD. VOL. 6032, PG. 4565, O.P.R.C.C.T. Course Bearing Distance L1 S 45°22'46" E 4.00' L2 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 89°37'14"E 36.77' L3 N 44°37'14"E 25.00' L4 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 89°37'14"E 36.77' L5 N 44°37'14" E 25.00' L6 Rad: 30.00' A: 47.12' Tan: 30.00' CA: 90°00'00" Chd: N OW22'46"E 42.43' L7 Rad: 30.00' A: 47.12' Tan: 30.00' CA: 90°00'00" Chd: S 89°37'14"W 42.43' L8 S 44°37'14" W 25.00' L9 N 45°22'46" W 18.00' L10 N 45°22'46" W 18.00' L11 S 45°22'46" E 15.00' L12 N 44°37'14" E 15.00' L13 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 00°22'46" W 36.77' L14 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 89°37'14"E 36.77' L15 N 44°37'14" E 91.00, L16 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 00°22'46"E 36.77' L17 S 44°37'14"W 35.00' L18 S 45°22'46" E 26.00' L19 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: S 00°22'46"E 36.77' L20 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: S 89°37'14"W 36.77' L21 Rad: 26.00' A: 40.84' Tan: 26.00' CA: 90°00'00" Chd: N 00°22'46"W 36.77' L22 Rad: 30.00' A: 47.12' Tan: 30.00' CA: 90°00'00" Chd: N 89°37'14"E 42.43' FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE TOWN OF WESTMINSTER, COLLIN COUNTY, TEXAS, COMMUNITY NUMBER 480758, AND FOR COLLIN COUNTY, TEXAS, COMMUNITY NUMBER 480130, EFFECTIVE DATE 06-02-2009 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON -SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN" AS SHOWN IN PANEL 0180 J OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. VICINITY MAP GENERAL NOTES NOTES: BEARING BASIS DERIVED FROM GPS OBSERVATIONS MADE ON THE GROUND. TEXAS NORTH CENTRAL NAD 83. PRELIMINARY FOR REVIEW PURPOSES ONLY MINOR PLAT LG MOTORSPORTS PARK ADDITION BEING 5.079 ACRES OUT OF THE J. CHALMERS SURVEY, ABSTRACT NO. 233 E.T.J. OF THE CITY OF ANNA, COLLIN COUNTY, TEXAS OWNERS CERTIFICATE OWNERS CERTIFICATION SURVEYORS CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS, I, LOU GIGLIOTTI, AM THE SOLE OWNER OF THE FOLLOWING DESCRIBED TRACT OF LAND: FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE J. CHALMERS SURVEY, ABSTRACT NUMBER 233, COLLIN COUNTY, TEXAS, BEING A PART OF A TRACT OF LAND DESCRIBED AS TRACT 1 IN THE DEED TO LOU GIGLIOTTI, AS RECORDED IN DOCUMENT NUMBER 20140703000688450 OF THE OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A CAPPED IRON ROD SET FOR THE SOUTHWEST CORNER OF SAID TRACT 1, AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF FARM TO MARKET ROAD NUMBER 2862 AND A GRAVEL ROADWAY UNDER APPARENT PUBLIC USE POSTED AS COUNTY ROAD NUMBER 526; THENCE WITH THE EAST RIGHT-OF-WAY LINE OF SAID FARM TO MARKET ROAD THE FOLLOWING FOUR (4) CALLS: 1. NORTH 34°29'46" WEST A DISTANCE OF 30.70' TO A RIGHT-OF-WAY MONUMENT FOUND FOR CORNER; 2. NORTH 63°09'46" WEST A DISTANCE OF 56.29' TO A RIGHT-OF-WAY MONUMENT FOUND FOR CORNER, SAID POINT BEING THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF 999.93', A DELTA ANGLE OF 7°14'02", AND A LONG CHORD WHICH BEARS NORTH 41 °45'44" WEST A DISTANCE OF 126.16'; 3. WITH SAID CURVE TO THE LEFT AN ARC DISTANCE OF 126.25' TO A RIGHT-OF-WAY MONUMENT FOUND FOR CORNER; 4. NORTH 45°22'46" WEST A DISTANCE OF 428.89' TO A CAPPED IRON ROD SET FOR THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT OF LAND; THENCE 45°22'26" WEST, CONTINUING WITH THE EAST RIGHT-OF-WAY OF SAID FARM TO MARKET ROAD, A DISTANCE OF 515.00' TO A CAPPED IRON ROD SET FOR CORNER; THENCE DEPARTING THE EAST RIGHT-OF-WAY OF SAID FARM TO MARKET ROAD, AND CROSSING SAID TRACT 1, THE FOLLOWING FOUR (4) CALLS: 1. NORTH 44°37'14" EAST A DISTANCE OF 322.95TO A CAPPED IRON ROD SET FOR CORNER; 2. SOUTH 88°30'03" EAST A DISTANCE OF 178.55' TO A CAPPED IRON ROD SET FOR CORNER; 3. SOUTH 45°22'46" EAST A DISTANCE OF 384.68' TO A CAPPED IRON ROD SET FOR CORNER; 4. SOUTH 44°37'14" WEST A DISTANCE OF 445.00' TO THE POINT OF BEGINNING AND ENCLOSING 5.079 ACRES OF LAND, MORE OR LESS. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, LOU GIGLIOTTI, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS LG MOTORSPORTS PARK ADDITION, AN ADDITION TO THE ETJ OF THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE, IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS AND ALLEYS SHOWN THEREON. THE STREETS AND ALLEYS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. IN ADDITION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OR PROCURING PERMISSION FROM ANYONE. THAT THE UNDERSIGNED DOES HEREBY COVENANT AND AGREE THAT HE (THEY) SHALL CONSTRUCT UPON THE FIRE LANE EASEMENTS, AS DEDICATED AND SHOWN HEREON, A HARD SURFACE AND THAT HE (THEY) SHALL MAINTAIN THE SAME IN A STATE OF GOOD REPAIR AT ALL TIMES AND KEEP THE SAME FREE AND CLEAR OF ANY STRUCTURES, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR OBSTRUCTION, INCLUDING BUT NOT LIMITED TO THE PARKING OF MOTOR VEHICLES, TRAILERS, BOATS, OR OTHER IMPEDIMENTS TO THE ACCESS OF FIRE APPARATUS. THE MAINTENANCE OF PAVING ON THE FIRE EASEMENTS IS THE RESPONSIBILITY OF THE OWNER, AND THE OWNER SHALL POST AND MAINTAIN APPROPRIATE SIGNS IN CONSPICUOUS PLACES ALONG SUCH FIRE LANES, STATING "FIRE LANE, NO PARKING." THE POLICE OF HIS DULY AUTHORIZED REPRESENTATIVE IS HEREBY AUTHORIZED TO CAUSE SUCH FIRE LANES AND UTILITY EASEMENTS TO BE MAINTAINED FREE AND UNOBSTRUCTED AT ALL TIMES FOR FIRE DEPARTMENT AND EMERGENCY USE. THE UNDERSIGNED DOES COVENANT AND AGREE THAT THE ACCESS EASEMENT MAY BE UTILIZED BY ANY PERSON OR THE GENERAL PUBLIC FOR INGRESS AND EGRESS TO OTHER REAL PROPERTY, AND FOR THE PURPOSE OF GENERAL PUBLIC VEHICULAR AND PEDESTRIAN USE AND ACCESS, AND FOR FIRE DEPARTMENT AND EMERGENCY USE, IN ALONG, UPON, AND ACROSS SAID PREMISES, WITH THE RIGHT AND PRIVILEGE AT ALL TIMES OF THE CITY OF ANNA, ITS AGENTS, EMPLOYEES, WORKMAN, AND REPRESENTATIVES HAVING INGRESS, EGRESS, AND REGRESS IN, ALONG, UPON, AND ACROSS SAID PREMISES. THIS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, AND REGULATIONS OF THE CITY OF ANNA, TEXAS. WITNESS, MY HAND AT LOU GIGLIOTTI STATE OF § COUNTY OF § , THIS THE DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF , ON THIS DAY PERSONALLY APPEARED LOU GIGLIOTTI, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE DAY OF 120 NOTARY PUBLIC MY COMMISSION EXPIRES KNOW ALL MEN BY THESE PRESENTS: THAT I, J.E. THOMPSON II, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION. J.E. THOMPSON II R.P.L.S. No 4857 ALL AMERICAN SURVEYING 301 W. BROADWAY ST. GAINESVILLE, TX 76240 940-665-9105 STATE OF TEXAS § COUNTY OF COOKE § .OF..T Fes. STERF��'S�\1 .. ,,t ................... J.E. THOMPSON ..................... 1� i6o 4857 less BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE DAY OF 20 NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF APPROVAL APPROVED THIS THE DAY OF 20. BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS. 1l- •: CITY SECRETARY PRELIMINARY FOR REVIEW PURPOSES ONLY MINOR PLAT LG MOTORSPORTS PARK ADDITION BEING 5.079 ACRES OUT OF THE J. CHALMERS SURVEY, ABSTRACT NO. 233 E.T.J. OF THE CITY OF ANNA, COLLIN COUNTY, TEXAS THE CITY OF Aiftha AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Anna Crossing Villas Preliminary Plat. SUMMARY: The Anna Crossing Villas preliminary plat contains 22.641 acres and is located in the Granderson Stark Survey, Abstract No. 798. This tract is located on the East Side of Finley Blvd, North of Sharp Street in the Anna Crossing subdivision. The preliminary plat is for 129 lots. The area is currently zoned with a PD for mixed use zoning allowing specifically for the smaller lot size. The remaining Development Review Comments about easements will be addressed with the civil plans and approved with the final plat. STAFF RECOMMENDATION: Approval of the Anna Crossing Villas Preliminary Plat. ATTACHMENTS: Description Upload Date Type Location Map 11/9/2018 Exhibit Preliminary Plat 11/14/2018 Exhibit ■ COLLIN COUNTY OUTER LOOP 455 z �- Q m 0 w o Ce a LU z 0 J W ° SITE 423 W w g ELIZABETH STREET O � FINLEY BOULEVARD SHARP STREET SHARP STREET VICINITY MAP NOT TO SCALE ANNA, TEXAS LOT J iw 25' X 25' m ZD to VISIBILITY EASEMENT & SIDEWALK MAINTENANCE EASEMENT 10' U.E. STREET LOT o c3 wC I 25' X 25' U J ml I- VISIBILITY EASEMENT & SIDEWALK MAINTENANCE EASEMENT - 25' B.L. `�✓�, - 10' U.E. LOT EASEMENT & BUILDING LINE DETAIL NOT TO SCALE LEGEND N NORTH S SOUTH E EAST W WEST DEGREES MINUTES/FEET SECONDS/INCHES 0,P.R.C.C.T. OFFICIAL PUBIC RECORDS COLON COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLON COUNTY, TEXAS U.E. UTILITY EASEMENT V.A.M. VISIBILITY, ACCESS, MAINTENANCE & SIDEWALK EASEMENT B.L. BUILDING LINE IRS 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" SET O = MONUMENT FOUND OR SET o DIMENSION POINT, NOTHING FOUND OR SET 1 STREET NAME CHANGE STATE OF TEXAS § COUNTY OF COLLIN § I, , Mayor, City of Anna, Collin County, Texas, do hereby certify that the above plat and dedication was approved by the City of Anna, Texas, for filing in the map or deed records of Collin County, Texas, on the day of 12018. Mayor City of Anna, Texas ATTEST: City Secretary City of Anna, Texas -4m ANNIST R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090-18-01 1 N310 18' 05"E 50.43' - I - 0 P.R.C.C.T. RIGHT OF -WAY LIN 0 I - N49° °0!580'- FINLEY gpUL f� I o 112. 29 51 E 235 HOA TRACT 7X INST RIGHT -OF- VAR - o L=293.23' 96, 92 RUME 531° NUMB 18, 05"W 58.23' L=72.14' L=40.00' L=45.07' L=44. `\ 0 20180907010 0 ER L=38.35' L= 1 45.0 g5 S850 30'Z 1"E 14.14' 9'Gi� M 31.5' J J 33 o IRO P,R.C•C T4210 0 35.96' 49 9 51 „W 122.9T _ .5' � P�• 52.96' I o_ 00, LOT 37 LOT �, o N L=7.67 40' 470 35.0' L=216.3 C2 I IRF RIGHT-OF-WAY LINE r 0) 35.0 SO4° 29' 39"W 14.14' 2' I y 38 W LOT "LOTr'j N / c16 ' 49° 29' ti M 39 W w LOT o / / 5p 83' S1 E 62'g6' HOA TRACT 4X O M 40 N W LOT o o I _ 6o�j o o n u' W LOT o 0 0 / L-27, L_ L=224.64 I 41 1- 87' -I NSF � o o° N 42 43 � LOT w I /� 00 o / I 12.13' 40.00 L=40.00' L=40.00' L= = 40.00' rg � 0 M o -LOT / o / 0 0.00' L 36.77' 40.00' 40.00' 44 /I o 21.45 "� N M I o 45 I/ o N o I 3.23' �=33.27 L=g180 - 20' B.L. cn $ M / o w/ o 0 0 /g 5� \ - - - - - 10_U. E. o / M 25.0' )- (0,/ I LOT 3 N o0 0 0 o O LOT 36 ��i� L=39.02' L=39.o2' L=39.02 - 10.34' I lz 25.0' M/ 1 o LOT N LOTN CD N o L=28.94• - -i I w 1 I o 2 LOT ., L; C 40.0p, - �. c, o 5 3 M LOT N L LOT LOT o LOT LOTCD 1 4 `� - � DE 47.00, W = o 'n 0 /� 8 10 z M 5 7 9 o ' „ ' t0 o I N N S42 18 04 W 110.02' I R50.0' �,y'1, 25' V.A.M. 0 50 R-qE O'� may\ _12_13 z z o o N � LOT 35 L=41.7 122.34, so. - - _ - z z z z 1 _ - 20' B.L. ° I 125.00' 2.91' \ Q - - - L=107.92' _ - - N49° 29' S1 „E 2 _ L=3p 97, L=44. - - - _ r\ \ 1 -=58.34, 10-30, 87 44 L=44. - - - - 3.23' - - - - 10' U.E.- - - - z L=19.91' - - -10 U•E � 96 44 L=44.45' L=4 .44' L=40 85' 40 00' 40.0040.00' C1 L=305.96' 50.43' IRF HOA TRACT 5X GRAPHIC SCALE 50 0 25 50 10D IN FEET ) 1 inch - 50 ft. General Notes: 6 � _ 97,34. 1. All coordinates and bearings shown herein are Texas State Plane LOT 34 I LOT 12 15' B.L, - _ - PORTION OF I I M I ° a �s N _� I ANNA TOWN CENTER Coordinate System, NAD83 (CORS), Texas North Central Zone o N42 18' 04"E 120.00' LOT 13 _w C5 _ DEYA DRIVE (4202). All distances shown herein are surface distances. I I a- 'Li 'a, 62 MIXED USE LLC 125.0o' I I / o �_ 96_ INSTRUMENT N MBER 50' RIGHT-OF-WAY 2, Notice: Selling a portion of any lot in this addition by metes and N4go C? I 29 511E 149.;7 I � M '- �- - - L=57•06_ 20150317000291340 `" bounds is a violation of state law and CityOrdinance and is subject g � LOT 11 0 ° I/ o/ L=43. J I N47 41 56 W 49.30 0 21' O.P.R.C.C.T. to penalties imposed by law. LOT 33 I oo I n / I LOT 14 o - -=41 47' _L=42,14' L 42.07' L=34.05' 40.00' 40.00' 40.00' I 120.00' LOT 14 6.11' d ^'� ------ --- ---- --- I o I I \ N49° 29, 51„ 3. All specified Tracts are to be owned and maintained by the Home 125.00' I `7 8.22' Owners Association. I I I N45° / E 120.00' I- II N I LOT 10 0 50 03"E 144.9T I I n l 7.66' l I LOT o 4. According to surveyor's interpretation of information shown on LOT 32 I o � I k I 7.66' the National Flood Insurance Program (NFIP) "Flood Insurance Rate LOT 15 &J Ln � 9 I I o 1OI 120.00' d- I - M Map" (FIRM), Community Panel No. 48085C01603, dated 125.00' I V- I LOT 15 I I � o o a, June 2 2009. The roe appears to lie within Zone "X" and the I property rtY pp ° I N43° 52' S6"E 120.00' I LOT 3 LOT N LOT LOT LOT entire property lies within a "Areas determined to be outside cT� `7 V I I LOT 9 N41° 30' 48"E 143.76' -' I I o z I I I 13 r LOT � 11 N L T � 8 7 "' the 0.2% annual chance floodplain" zone as defined by the LOT 31 I N ,� _ N 12 �, �0 o z 6 U.S. Department of Housing and Urban Development, Federal Co LU) 120.00' I I u, i.n LO 125.00' I I z O1 O I'n ° I I LOT 16 Cl 0 0 0 I o Insurance Administration, or the Federal Emergency Management g I LOT 16 M P, Ln Agency. o o u z z z u to ZIo a I I LOT 8 0 N37° li' 33"E 146.37' J IU J I N37° 05' 35"E 120.00' -J 5. The above referenced "FIRM" map is for use in administering L-0.21' LOT 30 I o Q I the "NFIP"; it does not necessarily show all areas subject to - I o J N42° 18' 04"E 120.00' r 5' WALL MAINTENANCE IRF N42° 18' 04"E 125.00' I `- Ln � I I I I I EASEMENT I 40.11' 40.11 flooding, particularly from local sources of small size, which could be �, 40.11' 40.1 N I I - � LOT 17 M w " I LOT 17 4.40' 46.37' 40.18' 40.18' flooded by severe, concentrated rainfall coupled with inadequate 7.08 M u U dj I 47.83 40.18' local drainage systems. There may be other streams creeks low 1.o J �- in I I �� 48.34 40.18 9 Y Y , , LOT 7 N L=12.41' I Z= 37.18 40.18 N L=14.35 40.18 areas, drainage systems or other surface or subsurface conditions LOT 29 I I of I N320 52' 18"E 152.64 MI5 I ° 1V 14"E 120,00' 39.91' 40.18 M „ N39° 59' 04"E 1Z0.00' I E, p o N30 existing on or near the subject property which are not studied or Ln N380 50' 27"E 124.51' I J J I LJL I L=19.87' L=14.85' I I L=13.72' ® addressed as a part of the "NFIP". � I oLn I I �d I L 6. All iron rods found (IRF) are 5/8-inch with a plastic cap LOT 18 I I I LOT 18 I LOT LOT o stamped "RPLS 4838". All found monuments shown hereon are LOT 28 I ro �; I I LOT 6 ° 03„E 157•51' o I I I M LOT LOT ON 28 � 29 deemed to be controlling monuments. N28 33 I I - d L Table. ° 120.0011 -J' L=5.95' N I `" 27 7. See sheet 2 0 or Curve Table, n one a e. N34° 38' 08"E 123.93' i N33 25 22'E ' 27„W 120.0 LOT LO M I rn 25 0' ° 54 � � �' 26 � S h t f 3 f C ble a in I I M 25 0 S27 d�' LOT 2 ,Mj, R- SeP chPet 3 of 3 fnr l nt OrPa TahlPc_ I I I I o LOT 19 I 1 o I m LOT 19 LOT 23 24 LOT 27 I 1 25.0' 25.0' I LOT 5 ° 27"E 157.94' �� �N 120.00' I 22 N27 54, 4 N30° 25' 49"AE 123.34' cn JII N26o 51` 41" f- 120.00 J o oI D � N° _ 1 Ln - LOT 20 I I L. LOT 20 z I - _ _ 40.00 CE WALLMAINTEN 1 I _ _ I MENT � � � b I I � 40•p0 EASE I rn uW oo � 40.00' , I rl, LOT 26 1 I� o I� m LOT 4 \, �� 153.69 I o 1 M c I 120.00 II 20. g L _ I 40 p0' 40 p0' o I in �0 - I ° 13 31„E 122 73 cn v � Io,\o` 12° �° I I LOT 21 °1 _ - 40•p0 N I N26 1 wl s 59 E �� I L• __ 0 m �I \�\ \ N2°° 1T o r LOT 21 °� I I L=21.58' 5_� - 40.00' 40. 0 471-2, - o I -�, LOT 25 N\ `J \ �J N27° 54, 27"E 144.73 I v1 I _ = 98.42' 1g u E E 527° 54, 27„ W 511 82 42•p0' C I 11' \ LOT 3 NA pRly 42 pU- I 12 E 1-1 \ �+ < \ 2°�° �� 1 25' V.A.M. ELE WAY I 42_00 _ - - I 13 a, - 1 L=25.49' LOT 22 _ - 0 42•p0 _ -10' U I \ \ Q\ 3Cn 0 A� 1 Q N82° 08' 18"W 51.36' �i ' / E) 42 20' g L' LOT 24 \\ \ N1 4.36' j L, 25' V.A.M. L;46 oo _ _ 42.0I S 42• o ANNA TOWN CENTER 53 E 121 a7 \\�� \ LOT 2 °°0 15�i i \ 0122 r'o 42•p0 _ o LOT o LOT MIXED USE LLC �\ N170 A16 \ s \ 4.36' Ati� 1� oo �i�� 2174, _42.0� _ - - I o LOT o 3 r INSTRUMENT NUMBER x \ u A\ 1 _ _ - LOT N iO 20150317000291340 \ \ °'I° j �2 / cs 4 60' �OT o N 4 T 1 O.P.R.C.C.T. LOT 23 s3 < �' LOT 1 /� �ti3 �9 ;5 - =2�33' - LOT D N 5 ��� �=' o' o LOT 6 \ 3� 7 �0 36 \ \ s� 2� \ \ L=22.92j/ 1 / �-- - 6 / o o LOT o •� N1 \ bo \ LOT N 8 42.00, \ ��� �o j \ /� / 6 LOT M 9 42.00, o4 �J�` LOT 221�°,� \ �' \ /,��,ti ���� / LOT 11 10 42 p0 oo' 16 �' ti /, 2� cn o p0 42 o LQ L=14.14' \"' 25' V.A.M 1� 0 / o LOT 12 N I 42• \ LOT 21 °oa ��� �� o`� / / 2�, 13 o z 42•p0 \ L-8.53' � 1ti 1 I �Co �03� / / o�° LOT � � L=20.26' 42.00 - S�° Ck;l'/ o, 14 ter' a 21.74, 42.p0' LOT 16 0 5 L=25.55 L-20.14 p \ IRF°� LOT o0 \�� � LOT 20 °°�' \ / L=14 090 N82 08 18 W 69.20 4-1 NZ \ L-17.59' 1 15 0 \ PLACE OF 3g, BEGINNING �b 1051 p�C �° ��N ��\oo L=30.00 V�� / 2 LOT �9° \ DRAINAGE EASEMENT \ IRF OQ� °a� \ 0 / �s 1 p (BY SEPARATE INSTRUMENT) Q �is1 ° Qo. L= 2.61' 1A \ / LOT 17 / \ LOT 19 '0M ,� �1�� �10 ° \ o� \� o 001 000 z LOT 18 PLACE OF COMMENCING S IRF 6�y9� �f A REMAINDER OF ANNA TOWN CENTER NO. 4 / SHRP, LTD. VOLUME 5631, PAGE 2600 O.P.R.C.C.T. LOT 5 \ LOT 6 \ ANNA TOWN CENTER I\IIXED USE LLC INSTRYMENT NUMBER 20180 10000571670 O. P.� C. C.T. LOT 7 �0 " DEED LINE LOT 9 LOT 8 \ \O I \ LOT 10 I � I I LOT 12 I LOT 11 I ANNA CROSSING P i I TRUMENT NUMI O.P.R.C.C.T. ERROL` - -50' RIGHT i I LOT 10 i i I II (.n LOT 15 M LOT 14 M LOT 13 I > (f') M = M 17- - zIN M O _- n - r - UJ Y I _ 1 - O OT 11 I I� I 1 PRELIMINARY PLAT OF NNA CROSSING VILLAS TS 1 thru 45, BLOCK 1, LOTS 1 thru 22, BLOCK 2 TS 1 thru 15, BLOCK 3, LOTS 1 thru 33, BLOCK 4 LOTS 1 thru 14, BLOCK 5 and HOA TRACTS 1 thru 7 22.641 acres out of the 3randerson Stark Survey, Abstract Number 798 City of Anna, Collin County, Texas 129 Lots & 7 HOA Tracts Preparation Date: October 2018 SHEET 1 OF 3 ENGINEER / SURVEYOR: DEVELOPER: OWNER: BANNISTER ENGINEERING, LLC SKORBURG COMPANY ANNA TOWN CENTER MIXED 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, USE LLC MANSFIELD, TEXAS 76063 SUITE 710 8214 WESTCHESTER DRIVE, CONTACT: MICHAEL DAVIS, RPLS DALLAS, TEXAS 75225 SUITE 710 PHONE: 817-842-2094 PHONE: 214-522-4945 DALLAS, TEXAS 75225 Mike@bannistereng.com CONTACT: JOHN ARNOLD PHONE: 214-522-4945 Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 305.96 960.00 1815 38 N4022 02 E 304.67 C2 216.32' 1040.00 11055 04 N430 32 19 E 215.93 C3 190.87' 400.00' 27020'24" S140 14' 15"W 189.06' C4 387.70' 645.00' 34026'22" N640 55' 07"W 381.89' C5 254.80' 1225.00' 11055'04" N430 32' 19"E 254.35' C6 62.64' 750.00' 404708" S500 01' 30"E 62.62' C7 47.67' 38.50' 70056'39" S120 09' 37E 44.68' C8 60.16' 750.00' 4035'44" S250 36' 35"W 60.14' C9 260.06' 545.00' 27020'24" S140 14' 15"W 257.60' C10 65.38' 38.50' 97017'39" S490 12' 52"W 57.80' C11 300.54' 500.00' 34026'22" N640 55' 07"W 296.04' C12 56.78' 38.50' 84029'42" N50 27' 05"W 51.77' C13 171.80' 775.00' 12042'05" N430 08' 49"E 171.45' C14 188.41' 500.00' 21035'25" S510 IT 51"E 187.30' C15 7.85' 2.50' 180000'00" N490 29' 39"E 5.00' C16 7.85' 2.50' 180000'00" S490 29' 39"W 5.00' Line Table Line # Length Direction L1 16.84' N400 30' 21"W L2 16.84' S40° 30' 21"E -IV ANNIST R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090- 18-01 1 ------------------ - - - -- ------------------ (n ANNA TOWN CENTER M ANNA TOWN CENTER MIXED USE LLC M MIXED USE LLC INSTRUMENT NUMBER 3 INSTRUMENT NUMBER 20150317000291340 20150317000291340 - - O.P.R.C.C.T. MI 0 P.R.C.C.T. - - - - - - - - - - - - - - -- RIGHT OF WAY LINE FINLEY gO�LE 80, RIG VAR --- F--I 7X INSTRU HT-OF_wAY �_ _ ~` z FINLEY BOULEVARD _ - MENT NU - 80' RIGHT-OF-WAY 20180907 MBER 0 rn - 0 P 010004210 - - INSTRUMENT NUMBER R. C. C T. IRF � 20180907010004210 '•96' LJ1) I o O.P.R.C.C.T. _ - GRAPHIC SCALD L=216.32' C2 I IRF RIGHT-OF-WAY LINE � -SO4° 29' 39' W 14.14' EMPORARY DRAINAGE EASEMENT 120.00' IRF 50 0 25 50 100 332.63 INSTRUMENT NUMBER o 0 0 1 E 62.96' 20170524000665610 16 0 HOA TRACT 1X o =27 $� HOA TRACT 4X L= L=224.6 ° TO BE ABANDONED I 37° 33' 48' E 120.00' 40.00' 4' N37 33' 48'E 333.23 i ) 1 ( IN FEET ) I 25•0� J 1 � � 1 inch = 50 ft.. L=40.00' - - 0' �I 25.0' O I \\ \ \ .13' L=40.00' 50. 1 _ L - 0.0 0' L - 3 6.7 7 40.00' 40.00 40.00 40.00' 40.00' 40.00' 40.0 1\ 000 o I 3 23 1 � I j 1 LOT 1 o o - 0 J I N I b -, v o 0 0 o O I oL N3 34 56 t 120.00 N o y N O O Ln N N CD LOT LOT � - - o 0 0 1 �; -o w i l l (� o 3 LOT LOT L T LOT LOT o LOT o LOT o LOT o LOT o LOT o LOT o _ . LOT 00 I o o LOT 2 _ 0 4 M L o r-AN o 0 0 14 0 15 I� �1� ° " 5 0 8 _, (� -� 10 1 -� 12 r' 13 Ln I l I ANNA TOWN CENTER MIXED USE LLC L2 13 z VV- o CO 7 N 1 N 120.00 INSTRUMENT NUMBER - z V I 0 I I 20150317000291340 z z z z J b l I I O " O.P.R.C.C.T. =30.97' - Lzz_ _ _ 20' B.L. oo I I' LOT 3 L=44.44' - - -- 10'U_E.- ----------- --- --- -- L=44.45' = 40.00' 40.00' 40.00' 40.00' 50.00' ` I I 1 \\ I 120.00' L 4 .44 L=40.85 40.00 40.00 40.00' PORTION OF�� - C5 I ANNA TOWN CENTER o ° 22 \ o \\, oo �J � MIXED USE LLC _ DEYA DRIVE_ N37 3358 _ \''�\ LOT 4 -• INSTRUMENT NUMBER N 50' RIGHT-OF-WAY 120.00' =57.06' 20150317000291340 L=41.47' O.P.R.C.C.T. Ln I b I g - - _ _ _L=42.14' L 42.07' L=34.05' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 45.00'y o \ LOT 5 - - - - M o `p 8 22 0 20, B.L. i 120.00' o / LOT z` o I 00 g} o 1, o `^ 60 IR M 9 LOT o LOT I%z I LOT 6 N LU ko Ln o � _LOT N 1 zl° �t2�bo LOT " " - LOT � LOT 00 LOT Ln 2 _ LOT LOT L T o M � LOT LOT 4 ._ 3 -_-� +w Q \ I \ o 13 N M in g .� 7 6 5 m� U� �� \\��� o N O _ - - -- - LO O F--L O O O Ln ^I I N 12 0 0 , I V) Ln 1 LOT C _ L O Ln Ln o = -_ =_- --- o IJ __ _ _ \ Z z I - b , R� - 36' - _� ^ I 120.00'Uj RF ----- _ IRF \ 40.11, �tl 8.66' 1\ OE -- -40.11' 40.11 S37° 33'481'W �-\ _ _ - V M _ 40.18- o _ - 40.18' - 45.00' � �� r; , � LOT 8 0 n _-- - 40.11' 40 11 40,18'- - ri REMAINDER OF 40, - _F - --- S330 18' 43"W o n I \ 4 .40' 40.18' 40.1$ - - ��_ 1 N \ 120.63 ANNA TOWN CENTER 34' 47.83' 40.18 26.01' U \ F NO. 2 / BRTO, LTD. � 8 40.18' 37.18 4 40.18 / I HOA I � 1 � VOLUME 5622, PAGE 1863 40.18' 40.18' -� \ 39.91' ��� M I LOT 9 O.P.R.C.C.T. / 65' 11 L=13.72' ® LOT LOT TRACT I I M r 6.71' �d I LOT _ LOT N 33 M 3X ► 123.26' \a \ N 31 0 32 o ►M I LOT - LOT o 30 - 1-4 ° I N i 17.60� I I �. LOT LOT - 29 °� L=16.72' `� ` \ LOT 10 p�F LOI rn `° 28 -I ` z �/ r� \ L=26.29 p / IP M 11'1 � - p LOT 26 1 o d a; 27 -I l N37° 34' 56"E 111.66' LOT 0" M -� s4 / °1 LOT 0 24 2 � w 2 40' 5, 35'$$ .� � lw \\ y �I 5 G �. 23'- ' 31 22 �"y- �O v7 1o��'E� _-=26,61' 25' V.A.M. RS0.0, r� 1Fcnn o 40.00' '% / N LOT 11 _ - �2 40.00 ° 1843"w 44 �VsgO �• z _ - 40.p0 0_ 523 34,\ ��i� A REMAINDER OF 30F IZ2 0 �S) , IR% ANNA TOWN CENTER NO. 3 / A I I I - 00' 40 O 20.52PGFy3, ,per \ WARN, LTD. 20 B.L. 40. o - L% / �> O F O \ INSTRUMENT NUMBER \ - 06k '0 ' 9z' i_x 9t2 \ 20070208000183560 \ 25.0 L=30� 8.03' , \ F9 p 25.0 �, 'C` 6\G 9 \ O.P.R.C.C.T. 5 40.p0' 471.92 14.91' - L= 23.26' \ 92p �'j 6s6� \ \\ -1o' U.E.„ �511.82 47.17 _� I LOT )9.4 - IVE 527° 54' 27 w o, 42.00' - gl w _�I HOA TRACT 2X ENA DR 42.0 _- I w 13 M LOT N A v EL I T-OF�AY I 42.p0 r' �G 12 N U1 w I LOT O � T \ \ 42• - O g L I I i� z'D in I I rn Cn \\ IR \ o zo LOT I M o I 14 LOT o LOT o I I �, �' u' �, I I 150 99 IRF \ \ 11. 42,00_ _ I o LOT oo 2 II °�.� Z Ln I z ANNA TOWN CENTER \\ \ \ o I I 40.p0 MIXED USE LLC \ \ \ SOT o LOT N 4 3 1 I z I 4p.0o' \ INSTRUMENT NUMBER \ 'o o � O I 5,00 2,90 20150317000291340 \ \ 6 I o LOT LOT N S I s27° 54' 27 w 77 \ O.P.R•c.C. LOT 7 � 47.17' \ \ >O \ LOT N 8 42.p0' LOT 1 \ \ 0 N 9 42•p0 10 2.00' - O, 4 I I LOT 23 v o� v A PRELIMINARY PLAT 42.p0 I _ I 42 p0' LOT 21� � \ O� � >0 OF � D z ANNA CROSSING VILLAS 42.00' \ 0' 42.p0' . � �q�- \ 6, 26' 42.0 LOT 19 LOT 2 �. / \ \ 42.00 LOT 18 ;I \ \. LOTS 1 thru 45, BLOCK 1, LOTS 1 thru 22, BLOCK 2 74' LOT 16 LOT 17 I I \�� I - \ ADDER OF LOTS 1 thru 15 BLOCK 3 LOTS 1 thru 33 BLOCK 4 I I _ TOWN CENTER NO. 4 OT 2p sHRP, LTD. LOTS 1 thru 14, BLOCK 5 LOT 15 I \ ��-563, PAGE 2600 and HOA TRACTS 1 thru 7 I LOT 14 I �O,' 4 O.P.R.C.C.T. \ 22.641 acres out of the I LOT 13 I _ - �- � LOT 3 ' " ��- \ I LOT 12 Granderson Stark Survey, Abstract Number 798 LOT 11 I _ _ _ 1 OPEN PACE \� City of Anna, Collin County, Texas ANNA CROSSING PHA E 5 I _- 129 Lots & 7 HOA Tracts I TRUMENT NUMB R _ Preparation Date: October 2018 _ u' - I SHEET 2OF3 O.P.R.C.C.T. _ � - � LOT 4 j _ �_ I - i I I LOT 10 1 i�' _ LOT 18 � ENGINEER / SURVEYOR: DEVELOPER: OWNER: T - - , I �, M_ I BANNISTER ENGINEERING, LLC SKORBURG COMPANY ANNA TOWN CENTER MIXED ERROL STD PACESETTER HOMES, L C LOT I rn` / �, - - 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, USE LLC 50' RIGHT OF WA _ I ' (TRACT 1) '` rnl I O I ° INSTRUMENT NUMBERI MANSFIELD, TEXAS 76063 SUITE 710 8214 WESTCHESTER DRIVE, _ I -_ 20180525000644710 _ - - CONTACT: MICHAEL DAVIS, RPLS DALLAS, TEXAS 75225 SUITE 710 2 LOT LOT 9 O.P.R.C.C.T. I -_ rn PHONE: 817-842-2094 PHONE: 214-522-4945 DALLAS, TEXAS 75225 O - LOT 17 Mike@bannistereng.com CONTACT: JOHN ARNOLD PHONE: 214-522-4945 I � I I LOT 11 _ - LOT _ - I OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS ANNA TOWN CENTER NO. 4 / SHRP, LTD., ANNA TOWN CENTER MIXED USE LLC, AND ANNA TOWN CENTER NO. 2 / BRTO, LTD., acting by and through the undersigned, their duly authorized agents, are the owners of a 22.641 acres (986,229 square feet) of land situated in the Granderson Stark Survey, Abstract Number 798, City of Anna, Collin County, Texas; said 22.641 acres (986,229 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 4 / SHRP, Ltd. (hereinafter referred to as Anna Town Center No. 4 / SHRP tract), as recorded in Volume 5631, Page 2600, Official Public Records, Collin County, Texas (O.P.R.C.C.T.), and being a portion of that certain tract of land described in a Special Warranty Deed with Vendor's Lien to Anna Town Center Mixed Use LLC (hereinafter referred to as Anna Town Center Mixed Use tract), as recorded in Instrument Number 20150317000291340, O.P.R.C.C.T. and being a portion of that certain tract of land described in a deed to Anna Town Center No. 2 / BRTO, Ltd. (hereinafter referred to as Anna Town Center No. 2/ BRTO tract), as recorded in in Volume 5622, Page 1863, O.P.R.C.C.T., said 22.641 acres (986,229 square feet) of land being more particularly described, by metes and bounds, as follows: COMMENCING at the Southerly Southeast corner of said Anna Town Center Mixed Use tract, same being in the existing North Right-of-way line (60' Right -Of -Way) of Sharp Street, according to the plat thereof recorded in Instrument Number 20161110010004610, O.P.R.C.C.T.; THENCE North 00 degrees 34 minutes 03 seconds East, with the East line of said Anna Town Center Mixed Use tract, a distance of 260.19 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the PLACE OF BEGINNING; THENCE North 82 degrees 08 minutes 18 seconds West, departing the East line of said Anna Town Center Mixed Use tract and crossing said Anna Town Center Mixed Use tract, a distance of 69.20 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the right whose long chord bears North 64 degrees 55 minutes 07 seconds West, a distance of 381.89 feet; THENCE Northwesterly, continue crossing said Anna Town Center Mixed Use tract with said curve to the right, having a radius of 645.00 feet, through a central angle of 34 degrees 26 minutes 22 seconds, for an arc distance of 387.70 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found; THENCE North 47 degrees 41 minutes 56 seconds West, continue crossing said Anna Town Center Mixed Use tract, a distance of 415.17 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the future East right-of-way line of Finley Road; THENCE North 31 degrees 18 minutes 05 seconds East, continue crossing said Anna Town Center Mixed Use tract with said future East right-of-way line of Finley Road, a distance of 50.43 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the right, whose long chord bears North 40 degrees 22 minutes 02 seconds East, a distance of 304.67 feet; THENCE Northeasterly, continue crossing said Anna Town Center Mixed Use tract with said future East right-of-way line of Finley Road with said curve to the right, having a radius of 960.00 feet, through a central angle of 18 degrees 15 minutes 38 seconds for an arc distance of 305.96 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found; THENCE North 49 degrees 29 minutes 51 seconds East, continue crossing said Anna Town Center Mixed Use tract with said future East right-of-way line of Finley Road, a distance of 235.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the left, whose long chord bears North 43 degrees 32 minutes 19 seconds East, a distance of 215.93 feet; THENCE Northeasterly, continue crossing said Anna Town Center Mixed Use tract with said future East right-of-way line of Finley Road with said curve to the left, having a radius of 1040.00 feet, through a central angle of 11 degrees 55 minutes 04 seconds, for an arc distance of 216.32 feet, to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found; THENCE North 37 degrees 33 minutes 48 seconds East, continue crossing said Anna Town Center Mixed Use tract with said future East right-of-way line of Finley Road and leaving said curve non -tangent, a distance of 503.23 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE South 52 degrees 25 minutes 04 seconds East, departing said future East right-of-way line of Finley Road and crossing said Anna Town Center Mixed Use tract and said Anna Town Center No. 2/ BRTO tract, a distance of 588.06 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found in the East line of said Anna Town Center Mixed Use tract; THENCE South 27 degrees 54 minutes 27 seconds West with the East line of said Anna Town Center Mixed Use tract, a distance of 772.90 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the left, whose long chord bears South 14 degrees 14 minutes 15 seconds West, a distance of 189.06 feet; THENCE Southwesterly, departing the East line of said Anna Town Center Mixed Use tract and crossing the aforesaid Anna Town Center No. 4 / SHRP tract with said curve to the left, having a radius of 400.00 feet, through a central angle of 27 degrees 20 minutes 24 seconds, for an arc distance of 190.87 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found; THENCE South 00 degrees 34 minutes 03 seconds West, crossing both Anna Town Center Mixed Use tract and said Anna Town Center No. 4 / SHRP tract, a distance of 236.29 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE North 82 degrees 08 minutes 18 seconds West, continue crossing said Anna Town Center No. 4 / SHRP tract, a distance of 194.22 feet to the PLACE OF BEGINNING, and containing a calculated area of 22.641 acres (986,229 square feet) of land. SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF TARRANT § THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of Texas, have performed, for this plat, an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction or supervision. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED AS A FINAL SURVEY DOCUMENT Michael Dan Davis DATE: Registered Professional Land Surveyor No. 4838 BANNISTER ENGINEERING, LLC T.B.P.L.S. REGISTRATION NO. 10193823 240 N. MITCHELL ROAD MANSFIELD, TEXAS 76063 Office (817) 842-2094 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared personally Michael Dan Davis, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and consideration therein expressed. Given under my hand and seal of office this day of , 2018. Notary Public in and for the State of Texas My Commission Expires: jr-4'"BANNIST R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090-18-01 1 OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, ANNA TOWN CENTER NO. 4 / SHRP, LTD., ANNA TOWN CENTER MIXED USE LLC, AND ANNA TOWN CENTER NO. 2 / BRTO, LTD., acting herein by and through their duly authorized officers, do hereby adopt this plat designating the hereinabove described property as ANNA CROSSING VILLAS, an addition to the City of Anna, Texas, and do hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. ANNA TOWN CENTER NO. 4 / SHRP, LTD.: Richard M. Skorburg, President STATE OF TEXAS § COUNTY OF DALLAS § BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Richard M. Skorburg, President, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 12018. Notary Public in and for Dallas County My Commission Expires: ANNA TOWN CENTER MIXED USE LLC: Richard M. Skorburg, President STATE OF TEXAS § COUNTY OF DALLAS § BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Richard M. Skorburg, President, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 12018. Notary Public in and for Dallas County My Commission Expires: ANNA TOWN CENTER NO. 2 / BRTO, LTD.: Richard M. Skorburg, President STATE OF TEXAS § COUNTY OF DALLAS § BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Richard M. Skorburg, President, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 12018. Notary Public in and for Dallas County My Commission Expires: BLOCK 1 Lot Area Table Parcel # Square Feet Acreage 1 5660.70 0.130 2 5040.00 0.116 3 5040.00 0.116 4 5040.00 0.116 5 5040.00 0.116 6 5040.00 0.116 7 5040.00 0.116 8 5040.00 0.116 9 5040.00 0.116 10 5040.00 0.116 11 5404.62 0.124 12 5796.00 0.133 13 5796.00 0.133 14 5796.00 0.133 15 5796.00 0.133 16 5011.26 0.115 17 6011.32 0.138 18 11482.14 0.264 19 9538.92 0.219 20 4647.50 0.107 21 4930.43 0.113 22 5176.05 0.119 23 5206.68 0.120 24 5237.07 0.120 25 5267.04 0.121 26 5296.43 0.122 27 5325.08 0.122 28 5352.83 0.123 29 5310.31 0.122 30 5000.00 0.115 31 5000.00 0.115 32 5000.00 0.115 33 5000.00 0.115 34 5000.00 0.115 35 4609.95 0.106 36 7838.31 0.180 37 9327.10 0.214 38 5872.28 0.135 39 4869.72 0.112 40 5199.90 0.119 41 5143.93 0.118 42 5087.82 0.117 43 4980.21 0.114 44 4800.00 0.110 45 5640.29 0.129 BLOCK 2 Lot Area Table Parcel # Square Feet Acreage 1 6010.64 0.138 2 5631.39 0.129 3 5703.12 0.131 4 5703.12 0.131 5 5703.12 0.131 6 5703.12 0.131 7 5249.70 0.121 8 4800.00 0.110 9 4800.00 0.110 10 4800.00 0.110 11 4800.00 0.110 12 5796.20 0.133 13 7377.22 0.169 14 6527.43 0.150 15 6485.57 0.149 16 6520.68 0.150 17 6749.83 0.155 18 7061.84 0.162 19 6604.13 0.152 20 6247.74 0.143 21 5984.50 0.137 22 7632.76 0.175 BLOCK 3 Lot Area Table Parcel # Square Feet Acreage 1 6099.70 0.140 2 4985.82 0.114 3 5066.68 0.116 4 5066.64 0.116 5 5066.69 0.116 6 5066.64 0.116 7 5044.82 0.116 8 4800.00 0.110 9 4800.00 0.110 10 4800.00 0.110 11 4800.00 0.110 12 4800.00 0.110 13 4800.00 0.110 14 4800.00 0.110 15 6000.00 0.138 BLOCK 4 Lot Area Table Parcel # Square Feet Acreage 1 5400.00 0.124 2 4859.47 0.112 3 4978.41 0.114 4 5097.35 0.117 5 5216.30 0.120 6 5335.24 0.122 7 5454.18 0.125 8 5573.12 0.128 9 6310.07 0.145 10 6571.58 0.151 11 6879.41 0.158 12 7204.07 0.165 13 7766.05 0.178 14 5664.75 0.130 15 5800.57 0.133 16 5900.96 0.135 17 5900.96 0.135 18 5440.95 0.125 19 4800.00 0.110 20 4800.00 0.110 21 5593.91 0.128 22 6655.65 0.153 23 6505.49 0.149 24 6354.12 0.146 25 6202.75 0.142 26 6051.38 0.139 27 5900.01 0.135 28 5748.64 0.132 29 5597.27 0.128 30 5445.89 0.125 31 5294.52 0.122 32 5138.82 0.118 33 4928.26 0.113 BLOCK 5 Lot Area Table Parcel # Square Feet Acreage 1 4802.36 0.110 2 4800.00 0.110 3 4800.00 0.110 4 4800.00 0.110 5 4800.00 0.110 6 4800.00 0.110 7 4800.00 0.110 8 4806.62 0.110 9 4871.49 0.112 10 4799.63 0.110 11 6127.36 0.141 12 4834.16 0.111 13 4868.18 0.112 14 5405.86 0.124 HOA TRACTS Area Table Parcel # Square Feet Acreage 1 4800.00 0.110 2 16921.84 0.388 3 6685.66 0.153 4 24316.82 0.558 5 18725.61 0.430 6 2168.00 0.050 7 103.85 0.002 PRELIMINARY PLAT OF ANNA CROSSING VILLAS LOTS 1 thru 45, BLOCK 1, LOTS 1 thru 22, BLOCK 2 LOTS 1 thru 15, BLOCK 3, LOTS 1 thru 33, BLOCK 4 LOTS 1 thru 14, BLOCK 5 and HOA TRACTS 1 thru 7 22.641 acres out of the Granderson Stark Survey, Abstract Number 798 City of Anna, Collin County, Texas 129 Lots & 7 HOA Tracts Preparation Date: October 2018 SHEET 3 OF 3 ENGINEER / SURVEYOR: BANNISTER ENGINEERING, LLC 240 NORTH MITCHELL ROAD MANSFIELD, TEXAS 76063 CONTACT: MICHAEL DAVIS, RPLS PHONE: 817-842-2094 Mike@bannistereng.com DEVELOPER: SKORBURG COMPANY 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 CONTACT: JOHN ARNOLD (1\A/ N F R ANNA TOWN CENTER MIXED USE LLC 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 THE CITY OF Aiftha AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the One Anna Two Addition Preliminary Plat. SUMMARY: The One Anna Two Addition preliminary plat contains 23.914 acres and is located in the W. S. Rattan Survey, Abstract No. 752 and the Thomas Rattan Survey, No. 782. This tract is located on the Northwest corner of Highway 75 and FM 455 (White St). The preliminary plat is for three lots within Block A. The area is currently zoned with a PD for C-1 commercial zoning. STAFF RECOMMENDATION: Approval of the One Anna Two Addition Preliminary Plat. ATTACHMENTS: Description Location Map Preliminary Plat Upload Date Type 11 /14/2018 Exhibit 11/14/2018 Exhibit I I � I � I I I � � . I - . � I I I I I I I I � � I � OWNER"S CERTIFICATE OWNER'S DEDICATION . I I � I . I I ZONED*- I STATE OF TEXAS NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS- ., . I I � I I I I . SF-E COUNTY OF COLLIN I I 11 . ZONED: I AT&T CORP. WHEREAS ONE ANNA TWO, 0D. is the owner of a 77.396 acre tract of land situated in the That ONE ANNA TWO. 0D., acting herein by and through it's duty authorized officers,does hereby . � adopt this plat designating the hereinabove described property as ONE ANNA TWO ADD1710N, an . I I . SF-E /NST. NO. 20060912001318850 5/8- IRF W. S. Rattan Survey, Abstract No. 752 and the Thomas Rattan Survey, Abstract No. 782 1 � 0. P. R. C. C. T. I A ALUM. MON. and located in the City of Anna, Texas, some being a portion of that tract of land. addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use . � � I JAN SHERLEY MILLER . I conveyed to One Anna Two, Ltd. by deeds recorded in Document Nos. 20070201000151600 forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street . I I VOL. 2667, PG. 671 .", and 20070201000151610, Official Public Records, Collin County, Texas, and being more purposes. The easements and public use areas, as shown, are dedicated for the public use . . I D. R. C. C. T. \\ � POINT OF . particularly described as follows: forever, for the purposes indicated on this plat. In addition, utility easements may also be used I � � I . I I I I "I". .1 �,� . I . BEGINNING I . for the mutual use and accommodation of all public utilities desiring to use or using the some I . . . I , , � 1� �. I I .. .. :� � CONCRETE BEGINNING at an aluminum monument found for the northeast corner of the remainder of unless the easement limits the use to particular utilities, sold use by public utilities being I 1. I I . . . I . . I I � %. I I 11 :;; I : PAVEMENT a I I � I i FL 18" RCP=742.5± said One Anna Two, Ltd. tract and southeast corner of the remainder of that tract of I nd � .1 ,� _� I ;, � subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility � I . _1__1___11__11__1'1_____1__1�1 I ___��� �1� I �o. I �� � . . .1 , , . . . .... I 1 . I , I . . / ._ .1 .r . . . � ;.. � �;J 11 fff I / i � . .11111 1�, . . I I . � - ., conveyed AT&T Corp. by deed recorded in Instrument Number 20060912001318850, 0 Icia entities shall have the right to remove and keep removed all or parts of any buildings, fences, . I , ��, I � : / ''... I .: . .1 �. :::.,--_---- ... I , 11 ". , - I .. I , ." � . � 1_ .�.�,; 1. / ./ __ I , ; . , . ,.�.e. _1 �..'� _ �. 1. .11 GRAVEL , Collin County, Texas, said corner lying in the west right of way line of U.S. �,.,�, .1. %� I q . , . . 1, . I I _ �, '. ", : "' �'. I HAL improvements or growths which may in any way endanger or interfere I . - I _1� , . I.:� . �:,� � trees, shrubs, or other * I � :_ ,,,,, � �: I .11; I % ... I.- I , ". �1, 111. � - I � � 10 - ; . I 1, I - .:: 1. . I : � . Z I .. 11. 1��: I % I / , , i . * ,.. I., ", I I . ,01'��` I � . I . 1, '� I . I ". ..,. � 6HAI - EME T I ...., I 11_1 I I .1 " I 1 /.�, ..'. / �. � I ; �'. 'LINK I , Highway No. 75, with the construction, maintenance, or efficiency of their respective systems in sold easements. � I .1 ,. I . .1 , ., 1 I % . -- , I I � -11, 1. � , I IX I. -of -, I ��_./ 1". I �; / , . , .1 .1 FENCE ,I- � �� U . ON. � I - _-7- ___ �. I . .1 : , _�_, --- I I I_- I �"11` I . � '. � I ,� I . I . I I .0 , .. 11 , : X 1 The City of Anna and public utility entities shall at all times have the full right of ingress and 17 -:y_ -11, ------------ _7;�____ .:� - -�� ...... � ,", I � .. ; -I.-.------ 7. ,�". -11 . -,:� ...... . � � . � . I I � . ; . ...., I '111- j ... 1.11, - I � - W1Z1 I/ 11 I � . ALUM THENCE along said west right of way line and the east line of said One Anna Two, Ltd. . 11 , ... - .... . N89 5 " - 892I -r,1.:,",-,.,',.-,,�_� Clr"l �LL - / -1 1, FL 18" RCP=742.7± I I- .1 ", I L�� I I'll ��, I., ... 11 11 __ _,51 Z4 ,,, ", , ,� I 111_� I 11 . 11 ... � �. :. � f , I I ing, � 1, I 1, � , _= =_ .. I - . .... . _ td: � - " 81, � I : �� , i� I : egress to or from their respective easements for the purpose of constructing, recons ruc � 'I '. - \ - 1, � _ 1.� � I � "! �, . 2"E �% 81-1. . , , I 1 5/4' IRF - - - . "I �_ , _ I �\ I � 11 � ..., � ��, . : I . . . � .� " � . ... ..�� , \ . � ..., I., I, I � �, I - Z . ,; I .. . I I . ; I � �, � . f � 1; I X - . , , -, I il �- � . % I" inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of - " - ' � " � , . "I, . 'I I �N. . .1 I I I . �: . :.. 7 I I I i :� . � '�i 'r I , ED WIRE '� I O-RDY - - �, 1: , : 0, tt_�� 1. X "I tract, the following four (4) courses and distances. ,�`11 , . -IN I* 3�:-%AI413 -� : : ,,. .1 . ., . " '. --� . . I � I . .1, I ", � ). I I - , . I - - I . . : . , I . _1 . -� i ,� __,-----� : � . ,. I I . I �, ; : " I I 11 54.07' ,, - 891.82f,"Ag �,-,.:, " I . . � I ---- � 11 . . . their respective systems without the necessity at any time of procuring permission from anyone. I 1, �� I �� %% : -,, . f � I � . I � '. FENCE,,' 1, , �3 � . I � . . % . . i / / � �� : 7 I : . . el � I . I I . . : . � SOB* 29' 00"W, for a distance of 3191.14 feet to an aluminum monument found for , i", _ _. I 11 -i� 'q_ I . � I t, I I I �� "' I . " . 'i I �� . I I _�. . I I . . , .. � I 1. , � ----- . I , I I . : "'.1 � I % : I '� I : i� : I , . I , "" ,... . ., " ... __ , �,_ % �, I . � � , � � ; . I ;: a'; I - I I ,. , * I . . � � _A� 11 I I 'i I , . I I . : . I I . i : 1, I 9 . " I . ,. - I '. __ ,__ _'. "� '. �, . I I I : )_J � � . I corner; .. ' _ _1 I ...... __ -, �, `�. � - . % ; I I __ � , _3". . . ;, - � : . _ I ,E ., . t . � I 11 � .. i . 11. �q . : . N1*06139nW - 55.96 .. CIRS ., , �_ ''I . I , , . , ,.. , , ,, r, I I � . . : I / " : : ; ; This approved subject to all platting ordinances, rules, and regulations of the City of Anna, , : , I I . . 4 . , "I I I . � , " '. I : I I . 1 � ,�, . . "� � % � . : I � . . � � I I ;!. I � . " .. . � 1 " . . . I ',�: . . , 11 I I . I . I I . I . .� ;:,�:"" " .. I..., _. " -1-1.11 ...... � I ".. - . . . I I i � I / I . / . I . . I . � 8 inch iron rod found for comer, . � " .1.1 .. I � :. . . : / I .. I , - � . : I . � I '. il . I I I .: S21 * 12" 57"W, for a distance of 400.37 feet to a 5/ Texas. (RECORD) I . � - - I I � ." 1. :i, I � � . ,. /: � � � , � . I "I,_ I �.. . .1 ,�, ,� ._ ... - I - ; . ! . . " . . I I . . I i : . I . , . I � � 8 I. � _,,�, _1 11 � I � " ,� -A, .. . I / . � .1 I .. I 11 � , . �� 4. . . � " , �:, � ! . 11 ". ,. I .1. .i : . .� � � .: 1: !:' I : � , .1 IeJ�1.1 .1� ".. .- 11 �. ��.:�,� � ) . � � " I � , I , I � 1 55.81 (MEARURED) " i I .,.. L.11 11 ... .... ... ._ .1 .. I � .: .: I I � ,/ . / .. i . � ! I ,,,, � ., . - � .1 _ �%�', I � I � ; . I � �:: � � I �r. " 11 - , .� �, ___,,��, � ,. � : I . � . . �� / I .! I : . � I 0 I � ., ... :1 . : . : � I I � : I , : : . .1 � � ..'' .... ... . .. : . � I : I � . I 11 I I I I . 11.1. . " � . I I . . I .. I ! 1*1 . : 5' 21' 00"W, for a distance of 391.42 feet to an aluminum monument found for , I . . . � : : .1 / / I 1. - I z I . 1. . I , , �1� 1. I 10' � 11 , , , � I � . � � � ; , I � I � . � . : � S4 , � . I GRAPHIC SCALE W "I ".. �,fl I , . .. I " .. , ,. , M . I . � I . WITNESS, my hand this the - day of 201& 1 X "I", I :. �. I uj -N � �, - I.. I I 11.1 . � . I : . . ,� I � o� I i I : ; I . ,. li . �, r . 1. I , M .". I I ��, .1 I / , : . . .1. . , . ! I 11 I � * P . I 10, .�' � .1 ,� .. /. � I .. � . . . I ; I � .1 I . I .1, . . 1, ( " . 1 : ;1 : .. : . 0 , I I I rl, � I 'L� �.. � /1' ... I I I corner, "` ,.. . I .'' "".11 1 11.1 '11- " ;', . . .. 11 . . �� � . . - : �� :.:. : "I � I .1 � .1- . : > I . . I . , I ... I'll., ,�, , ; I I , I � . ; � 1 , .�,:,..� . , . I ..... �1� �/ '. I � " . . V. I I , . . ; 100 � - 'N .11 I _� � . ; . - � � I :: ! . . 0 50 100 200 1. . 1XINn I I I - , , I I I : % 11 I I I I � / : I I . � � A-- 01 6 *48'40 . ... I I I., 1. 1. � /_J . � . ( I . I . � . / . , . . , I . - " . � � :1 , ; " .1 .1 , , . I I I I I . " J .. I �. '. . _,�,�/: , / , � I � z I I :; . '1� , ... ,, ,��. : � I . . , ; � I - . �.:, � � / � , , , . : ;- : : � , �� .., S090 - I � if I I , . : : � : 1: I . . � 9 .11 � ''I " . I , 6 " /I " . p . , . 52" 00"W, for a distance of 168.20 feet to a point for corner of the beginning of � . (O / . . , . �'. . . - I., ... I .... � .... , , " � . � I I . ; : 1: . 11 I . I � -.1- . . ! I I I ___ . 1111111111111111111111111111l.- - - - - _____ - __ - - - - - __ - - I .1 , . � 1. , , , I . ,.� : � ; � I / �. I � ; . 1. _ I;cv d I I . , �� , , I . : . I I : I I I . I ... � � / I . I ; � ; I I = I L= 205.39 ., � .11 , , .11. " . a : ; � I . � ; I � " . , . . , , ., / ,�. � : � ,-, : " % " ,, I I , " � / _0 . . I : . w . . . _1 a comer clip line between sold west right of way line of U.S. Highway No. 75 and the ONE ANNA TWO, OD.. a Texas limited partneivhlp � . I I I . �. � = . � 1� �, .,� � 11� , / , / � , .* [ . . / � . : � � : I I . '.. ,, I , , . . . � : . . : . . �. I �. : I ; . .1 . : . I I ''...'. .,400 1 1 .1. I . I - ,_ " / . . 1! I : � '. .. 40" -` I.. // 11 :� +,--,, 6A0BE_D1RE I . � _�K I : I / 1. : . I north right of way line of F.M. 455; 1. .. N �� __ . I I . : : � : � : � I � , I I � I ._ I I., Ill . _ ....... "I. �,� � . � .11 I �, . 'E ' - � I. I : . I . : - I . ... . ........... _ / I / . � . . . I 11 . R=700.00' . I 1. � .. _ 11 , I 1 �, . ,�E : : I 11 . :� � . _.111.1" , I I � ,. _J V ,� I, I , I _. ... . 11 � � ; t - I I I ;: . .:; I . I I , � ; . 11 ,. .1 . " � . t � . RBI;:D WIRE � . By: ONE ANNA 7M. GP. a Texas corporation, Its General ParfAer ,, _Xe� , , � : 1 inch = 100 ft. I . . / . - � 1�1 .1 , I I 1- � I / 11 , ., �� - "", ", -� 1. : � I . ! : . 1, I - � I 1. L11� ___ 1 � �.. .,�' ", �/,v ,y '.1 I � 1��111 A, �. . ; I " : � I:,; .; . I ... . . '. " .. I �'_ . .1 � I . " : : z : :.� . ; 2 � I I., , , I - ,� ...... , "". 1;1 ,. / � :� ENCE : THENCE along said corner clip line, S44* I I I I , - " 1��. '. � .1 11 � I . 11 . � � � . : � V 00"W, for a distance of &57 feet to a 1/ .1 � I I ... .. �, , - 1. ,. I ; I � ." :. " :1 ; , �J - ; . I I I I . I . � , - . . . / . I .1 .*q* 2 1 1 " Z .,�. I I I � � . - I I CH=NO7*1 7"42'$E I . ". I ., I , 1. __.,_,�',� . I I I , �. I/ �: � � I , : : , I I I . , . . . , . , � 11 . �. , . . . ", I I 1. - � 11 1--l' 00 � '. �. _ .. ""/ .11.1.,-.1.1, 11 1, . .,." ��...� I I I iq'l 1. -, / �,, ., 0 � I I . �, t . , inch iron rod with cap found for comer in said north right of way line and the south line - . I / t- I/ 11'.1,� I ,. / i . . I . . - � .1- I 1. I . , : . . I . . , , . , I . ; � __., � . .1 I , ;Z�,:� - '. I ,� ". , �i . : I � ". . . . � . ;. ; . � �� . �, � I � I CL=204.65 TE ". , ./ , / � ", , _ ,�, �., .1 ,,� � , � . ,. I e I , 1. .. I � , : . I If: :;.1 .. : of sold One Anna Two, Ltd. tract; , 0 1 'D -1� . .. 'I., I . 1 I 11 . I 1� � ,. I . I . � C, " � . I � I "I . I , I 11 .� . . , , . ,� � ,,, I /.�, . � . I , , � , . . I . ..... , __. I ."..11.1, ,/ I . i , J. I I . I;;-- � -.1 ... 11K 1/1 ,, ,,� � , � I , / : � � . .. I � I " , I ,� 11 . I . : , � I L ! � . - . I � �, , 1, 1 . . � I 11 I I . � Z�11 k , I . , 1. I I , - - : I 11, � 1. �' I I , I I � . . ! : I I I ,��, ,. � -4/1q , � "", , .1 .. , I i , ) 1, . ,.� , . '. .11 I : _ ; I . 1 %47 � , .1 ': �1% �'_ .1 ,. I ']�"..,/, , . � I 1. 11 : i :"�_�.�. . . I . , . I . I . : . . .1 I . I I " 1 ; : � . �,�� . /2 CIR 11 01 I " � " I , � I . �,� I / � . .: " � I I - Stacy 0. Standridge " . I . . I . � 1�" 11 I : � . ,*�,�',,.��,�;,:,��.,.�,�<�.-�*,,,�,,.�,�,',�,�,,',',����� �. North . .. , . ,, �,.�, I I I . � �. � I 11 Name. I I ... 1 1 I , , ... I I � i i ��- 11A I : � . � � �: " I / .1 - . . 1,111, � 1,,'� I.... , 1. ,. ,., "', , I .. "I.... . : . I I , 11 I " I I I . 11 I . ? THENCE along sold north right of way line and sold south line of the One Anna Two, Ltd. I . 1,.� . I/ .1 11 � .:r;-, � I . . : : : : I 1 I � I I . ��k ; �� ; I I - : � . . . . I I I / . I `f��_ . I . . , : . , ,. �. . � i � . %, _.. � 1. I 1 ."�, -III i,l .,�. . I 111.11.11 .... 11 I : � I . .� I I : / . : , I 1. � : I '. I , . I . * , . : : . i . I I I , I I � .. : 1! . . . , : � . I I � .1 .. . : . I.:� tract, the following nin � .1 � _� " . I I I � � : '. � I I , 1s�-", I � 11.1 � I " " �, � � � � . e (9) courses and distances: . ��,,,,.,.�,�,�,,,,...�,�"'-�,,�., .1 I/ . I � � , .� 11 . ..f�_.,,,,� - , � ., . .,�, � : I . . - � �,_ , Project � �,_ Anna . ,� �'. .1 . , . �, 4" . i ! , : 11 ; : � � . / "'; . . I "' , - I � I �, Z,.. 1. , I I I I . i - � ""' � �: , 1. ' I . � . . � ) / ; itle. President 1, � I. -I. � . � I . , , . ; I . I '': . 181-10,15",, I 1. 11 .. 1. . 1, I � I L . , . I . I . I I I �.. 17 � 1,111,11. 1, .. , . I 11� . A� � : I . , I I , . � I . 11 III, , 9 . .1 44j """"" I � 4 " . �� . "I'll, 11 I � I I � ; : I . . , .1 I . . . I Site ." _1 I , ., . k, I , 11 _�, I , 1'�, � I : 11 . I . i . : .:."�"".�:,:��i,�:.".���:��.��.- . . . . , , -e-,".'. . I I ; : . , ..�i��:�:-. �:�.�': , /11 � , .:�i�?�.v A _ 1. / � . . I ; � � . . � . � �� Z.._ . _1 I 1 �4 " . I . � . ". , '- / I , I ., . ; : : � , , � !, I . , I I I I.. � w : I . , . : I : I i I :.. S89' 17' 57"W, for a distance of 10.12 feet to a 112 inch iron rod with cap found for " ., ".._ � . ; .. I . _,,2 � . I I : . ,,,�I . �,,� ��, � �;: : , . . . . , . I I � : . . .� BARBED WIRE /,I' � I , ) 1. I I / I � � : - _J ,..� . I . I � I : I . . , I. I 1 J,___ , . . I f!", 1Z ' .1 - I? ./ . I .. /I I I � I � : I � : . . ; . . . 4 /. . I I : . � , 1. / .. � . 11 : i � I .� � � I . I .. �' ; I . !, 1, i: ! � �14 1; corner at the beginning of a curve to the right having a central angle of 05* 20 9 � - , � - ;_1 . I 1� . , * � 1, ' . � ,/ � �. � i �. i 11 I I I I 1, I I RI � ..I , .1 . , / I :1 , 1, __\,111 . I / I ! . * 29" t . .1. � - . � I �L I . : I : - . . 11 I _'.. ..,.., - ( � .. I 1 .3.; `�`�111NI >4 N1 5"42902"E � ,.,�/ . I FENCE + LOT I / � : III 101 .14 2 ,,,�.,,..,l, 1, * � I I ( I;,> I . � 11 . I z . ' �, . ,� 11 � .� . ,I: � , :;. � � 11� . I � � I I I I . � � :, : I 'M ". . iu . _� _: I � BLW A: . . , : a radius of 1036.00 feet and a long chord which bears N88* 01' 49"W, for a distance .� . ., � I � : I , : � . I - " � 11 I I . , . I I .: I : � ; 1? .1 � X . / .. I ': . ,. .. I I I 11 I . .� 211�"l ��� I .11 .. ., , . . . ! :," . STATE OF TEXAS �,,��,�..�'.1,�,i�����,���,,�*��',�i,�,�,�,�', " � '.. /. . . . , , , 0/ . ; I , � �111, 9 121.60 ''I , 5R-',�,1111-1, .1 - , , - . . I . : / -, , "N I - ,�� � I I ,� I .: s ; 1. I 11 . ,I TNI � " I � .", .1� I __ T I : � .. 11 I 439JO SO. FT. ' � I 1. 1. . : , I � 1.",-��?�";.,�",�".,�,,��,,:,,.���e 9 I 0 . -, DRAINAGE EASEMENI X I of 96.55 feet; I ., I , " .1414, '. I I , i 9 ; ; �' I I . .. P. � . I I I . � I .1 7 , I I . I ��! ,�7 , ; . I ( . I !.111; COUNTY OF DALLAS , . . : . I . , , " �` �' `-, 1 2 �RF ..'' I � "I I . : 11 q I � � I I . .� ; � ,:,.;, I I � , "' , A--16*48'41" ' � - � � ��__i� " ,, R,1`�M,Nlg /,7 - I ,. 'THIS PLA 1)�-,;_,"/ 11 I . ; I i �. . . . ; 1: / / I I.: 1 ��.,,§'Re�'.5_11,;_Z . 1�1_� -�_ 15�,Ia I p / , I , . ".1.1, -1-,"'O, . " , - co // , I . ,� . 4-67 :: AM q ; : .1 � N I ;�:l � ..... co 11 L=181 ' I B I ,� Y' . . 1. I 1 7 1 ; 1: I : . f_ �:. M I - I , /.1 I . � ", 1.*1. � . ,�' �;, I .: I ", a . " "I � � ; : � . ; ,."�., . : : � I I � , . 1, ": I � z % . : ; . I .. . , . : : ;, � . I � � I - 1: . ; I � to the right, for an arc distance of 96.58 feet to a 112 inch iron rod . � , ". . . : 11 . . Along sold curve I . .- _� ,,,, IV - � * 1:/ ., ; , : : . t . ;�/ : � . .92' � ,,,, ( 0 , '... C0 � .. "" � 1. �.V� � /-X/ . - . � I , I I j BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on . , . . I I : � z : I ! : , I . Z; R=620.00' I, " � . ") _Q) � . . I . . , . � . I ,� � . . o . I 11 � / "I I � I . : . ; � : .. . : . . I ;.:; K! . , I . . , � I , I " 1: I _/ :. I I I . . ,� I ;� with cap found for comer at the beginning of a curve to the left having a central . ,.. � � I . . : z �i � CH=SO7*17'41"W I 1 /�JR 1 - I ,., .� "' . ,: , . . 1. . 11 ., , � : : 1 I I ; -, this day personally appeared Stacy 0. Standridge, known to me to be the person or persons I . , , I . 11 . s�� I . , , , . � . : I .. " . . I 1. � �, .11 O' FIR ,.`/�, A C , : . : ; � I , �. I . - : .1 I I � � NE, , I . . I .1 I L, Q> I i, -` , 11 I I I . ' . �'11' . : . ; .1 . , . ��, '.I- � 1. - angle of 05* 27' 54" a radius of 1164.00 feet and a long chord which bears N88* 05' * * r� . I 1 zizl - ' . � ". . .� 9/ " . " .1 . ; . I I . CL=181.26' I �: _� � : . / I "". 1� I - i, - ., I : I I whose name is subscribed to the foregoing instrument, and acknowledged to me that he � . � I - I , I I J . I � 11 � � .. . I ., & I I ENT . :1 - " I , . � � :. 11; i .! .. � "I I Z �q I .� � ; � ; I - 11 : � ! . - . ....... I ... I . ...... � - 7 2. 0 � . . 11 . . . � ;. : .1 I / I ; 1 31 "W, for a distance of 110.98 feet, in the capacity herein stated and the act and deed of sold company. � �, ; 11 .. I . I � : � ,�, ; . I - I I . - . B, AL A,T) � /. I I � I I i �3 I 11 ;i,�,�_,,;-,.,..;,*!�� / 1 9 is , .� //1 " ,�� PO, , TY E, ,; $,EM ..� : 11 / L . �, . 1. / ... �� : . I � ; A-- 01 6'*48 41 / I �, .1 / ./ �THI�1, 1, ..,. I � _1 I . . � � I . � / � � . 0 :g� � . . - I I "., / . 1 :: : ; , : �, . / I � . ; � . �. :1; I �' I I .1. �, I � , i � - � 11 . 7 . . , , . "I, . ;Z . I - /_ ;:�: - I I .1 - I/ + I . �, ; ; � I : I . I I I � P b � " :j I � I � . . I .. � I .. ...... ....... I / .1 if , / 11 . : I . . � �, I � 1. 0 , �, _15'x254!,�"UT1L1,TY�'E � ENT . " � : . .� I � . I . i ; I . 1* Along sold curve to the left, for an arc distance of 111.03 feet to a 112 inch iron rod . . ", ,� '. ; I . I I I � ". 11 i �.: I * � I I I : I I � ! . . Z : .P rk#� 11: f �i I : � � I � : : � . ; .- 1 ; :� I .M. 455 L=205.39' �/ . - � � Op " f/ ' ' : ; . 1, I .. . I I . � � . I I . � 11 I , ,.�. I'� � , � . :1 : � . . I ... * . ... with cap found for comer; GIVEN UNDER MY HAND AND SEAL OF OFFICE, this - day of 2018. . I / . .. . . L691 �.., ,i (BY M I S .. P �A' T ", ; : / .: .: �. . P'l 0) 111. i ! D : � .. :/ I �. . I I 1: .. "I I . ! . . 1. __"�' : . '. 1 . . 11 .. I �, . ; : i�: 11 � . - . ' . � ., / " /"/ 1% ;; � I . /I . . , . I .. N I 00 ">: _1� 1. . , I ;. . .1 / / .1 � 11 I . 11 � I 1,� :Pb #,,(765--201 00 .1 �, . I R=700* __� , 1 ,,* r__7 � ; � .. ,. I � . : : I I : . \, : ) ; . 8) . (n / I � I .: � . I � � . 1. I .. ; .1 / I � : ; : 11 � . , � 1- � : I � � "I � . I . : � �1�1 � � : I �; ;! 1: I ` .. _J /'/` . I � I STATE OF TEXAS � . I R '' � .1 � 11 : � - wm6wmww� I , ��, , . r � : ; o : ! : . q . 11 . ,% I : LI: . ; i : : " . . . . ; � . S89' 10" 32"W, for a distance of 231.32 feet . . . : � ; I I � . �'. ;- I ,� . " : : : � 1. 1. . 1.� 11 . p . � I ;� 1; ,I i .� : : I I .1 , . - I " / I ,� � I � .1 . 11 ON A,NA, ,..TWO, 0D. : ; � : . VOL. 655, PG. 446 , " I CH-NO71 7'41 "E � , ,.� . .1 ". . S81-31-6 -,c _,1__EU ; - ': .11 / 11 :: I to a 112 inch iron rod with cap found for I , ... 81 *31 100-W . ..... 7981* .1.1, i"Al I : / , '. . .1 I , . ; I : / : I . - :; i: �1' , '. il. �, : � 11; 1, " I . ; I � i; : 7 1 comer . ' ��' . . I I : ,. � . / I �. .:: :. /I . I . il:, D. R. C. C. T. at the beginning of a curve to the right having a central angle of 00* 58 55 1 1 .. , . I I . �� : � : . I I I ' .1 . , G --- - ". � !1 / Location Ma � , I I . 6.17 _ I . d . . . I I . I I / / I : � ; . . i: r � � ; . I . . ; I � . I ; I I I . I . . I . � �., ,� I L . : . I I / .. . I � ; . � . I . 0 i-, � � � I . . . . . . I � : : � - 4 1 a ra lus 0 , I 'I- I : . : : 11 q �� . , 11 , , , , I CL=204.65' ,, �� �%: .. .- __.- 0 70201000151600 . Not to Scale .. ,:1 - ,�. ,..� I . � : .. � . . � - �, , �, I .. � � " .. ''I - I .1 L99 _ � , 0 � . . % - . I . ,f - I � , , i � i I 1 , : ; : 11 . . I ; ; , _ I - I . I � I I . �, , �. . - , '. I � 11 .., :11, / � .. . : ; ; . .. 11 �.:� � �; , � ,. I I . . . I f ci I I " . . ..---.. 1 '5� i . , _ / .� . . : ; I � . . � � :f I Notary Public In and for the State of 7exas I .. " � 11 .1 ,�, I � : . � � . I . D C. N� - 0070-201000151610 - / / -.-* . of 1&85 feet, . - � . �_� � I , . � . � . ! I .. ,, I . . : : � : . �:: �; A--16*48'41" "I., "' " .. .. . ,� i : I . y I . .� . . . � I I 1. - , ' � . - � . I : : ; I . � - � I � 1. : . : I 1� � I . 1 � % , : . " � . . : ,I . I � : .11.1 . .:� ;� . . --' - "O' L98.,. .. , . . I D.R.C.C.T. :: /6 �, ; e . _11-1 "e, .. I C) . . � I f , I : . I � � 11 I ,. ': .11, 1. I_- , " .. ! . . . I ; I . I . . -11 :; I My Commission Expires: I ; f . I ::: I, 11 " 1, I , , . /. -� .,� I �. I . I , I � . � . : : I , ; � Along said curve to the right, for an arc dis I . � , .., , , . , . � : : : I : :1 . !� . � � , ; � e : L=1 77.52 .. - .1 , '. .,., �. - .�� I i I � 11 ; ; 1: . r Z_ � I 4i : ; I I . . . � . .: ; ; � � i ! . y �; 4 � : ..... I- 1 S(91�3� . I � /: � : I / C) p . tance of 1&85 feet to a 112 inch iron rod R=605.00 .1 _-�`_� I 11.1 1. I V � I I I � . ��. / I � : I 1i . ___ . ; I I I . f I I : : . � I I I . I . : . , � 1: I— . .1 , . , . . 0 E; ` * : : ; .: : � . with cap found for comer; _ I I . I : w LEGEND -1-11 I.: �'.. __ ___ , !. ..-, � � 11 . q ><; . : 0) I I '. I ''I ,., 0 "I' ' . . I . � I I � __1 �;, 3 CH=NO7*17'41"E I . I . ". _1 .... .... _ _,__ _.. . I : , . I ,... . , ; � 1-1 �. �8,:: . ;. I I - ; ; ; : . I ; , " . .,......, I I . I . . 11: 1� _J � <11 . . . I . I � �:: '. I 1.0 ,. ,,, - / " c'' 458 11 . ; I I CV � � : : 1/2�*'10' . � L, DRAINAGE I , I I / I I ; . . '. I . � , " � � 1:�, � , . . 1. . L 5,3 : I . I I : : . I _ _. 1. . 11 . . : :. ; . I f_: , . / � : 11 I I q a I : . O/ � ,-,,: � I I I , : : 1. I , I - , I . �� I � . . I I .. . . CID , : CL=176.88' ..''.11 .. I . 1. � . � �11 , - : I I ; � �. . . � : I . ; ,�. :i> , / 1 I � ' ' ' ; , : . I . . . � _ �Lz ,,� � : I � I � , I / - : 1; f . I . I � . . . I f I .1 I I . � � . : - � .11 , " - 24'./FIRE 11 1 $ - SS �/ . I I . � Q-1 , (4 I . . I I - .: . . .. � . , . '. 1: �� ,� __ EASEMENT � I 11: - 'LAN �� A CCE. I . : --I � Z � . : . CS I ..... . I � I I I . 11 .. I . .,� I I . I , J E - ; << SP . 1'�. I I 01. I 1. a �! N89* 50' 33"W, for a distance of 65.59 feet to a 112 inch iron rod with cap found for , , . , . � � . : I . 0- OCIRS CAPPED IRON ROD SET STAMPED "BDD" .1�1`' �i,,-,.J . I - . , ��, "I ' � . 00* 22' 41 .1 11 .. .. ' . 11 I . � ".. I... .. I : � " .. , /� : . : � , I I ...� _ : i � - I I I � ; OCIRF CAPPED IRON ROD FOUND I .. ,�, * 1. / (B Y TH'I $ PLA .. ,.. __.��__ " �',', "! ..! , . I �::: . I corner at the beginning of a curve to the right having a central angle of 0 . - 1, .. . k. . , . �_ I.I.-:1-l'.", .. , , : : � . . � . : . ; ,I ; . . . . I , I I � r � � . ' �%, I 1h. I . I I . 1 : I .. I I I t : , . , ----- ia4 , I - � : ; : : ; 7 --) � � . ; : � 'T OF DITCH ." - � e . 1* . . : I -- , I � . 5/8.CIR . P ' ,� "" , " '�---,'�,, & UTILIfTY EASEMENT, � ..� , :� 1. . 1,; ZZ! - / (i � . , , : _ , I : ; I : . ;., I : � . 1; ,� ... � : ... I . � I . . � . . . - 0 1 . I ; I : I � . I � I'', . : I : : I . � ! '. .. I �, I .; . I : I �, "' . I—, I . - _ , (BY" TH -PLATY 11 . 3, ' FIRE AN , ACCESS, Q� ; to P-: Q� a radius f 1100.00 feet and a long chord which bears N89* 39' 13"W, for a distance IRON ROD FOUND . I � - / 1, I GIRF , � in /1� �.,/ 11 ( . � I I � 1 C5 ,� IS . 111 ; , ,�. 1.1- r" e ". C , � - ; : 1: . . : : : : .. : i I � : 11, 1;4- i : ___� : , �_:, I I ''. . " ., �Q �, "_ , 00 .1 , I . . . . �, �� I : I I I I Q� of 7.26 feet; . � I I . i , :� I . � " ,� . . . .�.. ; - '. . , � . : I . .. . 11 , I a -�'._. . � .,.,.-. I �1: I . , R �EA, MENT,; . . .. � . � t''. : . : I - GALUM. MON. . .1. _.. �/ � IT A.11.1.1. , . . �.., 1-0,x.0 WA TE � e I UTILI Y SEMENT ; N -, 1 . , . � . N - i I _1\ (S . I '' .11 I 1 I., ,/1 11. i�, .� � ,.b, .. I ; . I :. . : ! ' Z:) I / :11 I � I I . � . ,. " .1.1 1 Iq 1, , . . � ; . I (B Y THI. PLA T) I / j : , 1. I �i (J d UTIL � _ �', .� I I. - .. 1. C,4 - A, "' * P, 1 : ; I - . ; I : I I I ., 11 ,�Y,�,��/ , ; .; ; /I . (BY , � , � I _ M �0) I .. I F`P POWER POLE .1, ; (�RY TO/S PLA I . I L0 06 . � - .� I � I I . I . ; I . I "; � , I �11 . : 11 I . . � � � I I I , I � : I � I : . t I I __W - , . � 0 ,,,�:�,, ", (d : I I . . I � ; .� � I 0 ;:. \ . Along sold curve to the right, for an arc distance of 7.26 feet to a point for comer, I "I ,.��, . I . I � : I � >� . . I I . \ �: ,! . ; � a I I . ,,_1_- � , -_41, 1 1 1N4 . � , '. � I � : ; 1� / � . � C I _� , ,, _ ' , . GUY WIRE 01. - �,_ � I .1 0, . , 0) "' -'� SLM : . .. . I 11 . I . . . '.1 : : . ; (:J ia� (:s - GUY . 1. 1'�. . / ia�, I � .�� � " 5; 2" U'TILITY � I I . I � ... I .1 - , 1 x 5 L , : ; : , !I. � _3:_., , �/ ., , EA EN - 1:1 . . 1 ... , , I . � I . I � I . I I ; . ,� . � I � � � . � . , n I , .. I V_ , ,; / . / , - . 1. I ; I ;: I . , ., , I . , I . I _., �' � I � � .� ,,, , ` �.Ir,,11 , ; q : : � , ��, � . Z Q� ,:::s I 13 EL TWIR ELECTRIC TOWER " ,. . . . I - I � , � 11 . . . :31 : � .. BARBED WIRE ._ / . I . . I . I I I I ,. ". I ; Y THIS P1A.- . . 4 . . I . I . ! co � ,. ` 1 ,� I (B I : : ; I ______. f.".-I.... .�� � I . � . I ,11 : I : L. . I . I � 11 FENCE �. . . N89* 27' 52"W, for a distance of 66.00 feet to a 112 inch iron rod with cap, found for . . I .1 .., - 11 �`_ . . " I � LU 1 72 � � : . � . e I I ; � , " J; ;_.A - . , . . I e �.g� � . . I � . ,.� . I r , LOY I WV WATER VALVE I � , �/ , .,. � I I- . - � 1. I .�': i� . ,! : 3'. z 1-i . * �'. . /I J - li�'. � �R ; I I � , ; 11 . , - I . 25' WA TER ; S EN To J . ., / .5 . :, . � A 4 #�_ %U comer, � ,� . . io : . I : co . . I � 1 $ 4;c Q V.. cr) :,.I 4�1 � . �� 15$x , - i ; � I I : . 1, , I FOM FIBER OPTIC MARKER , ��. I.... � I /1D Z I . I , /�, : .,-*-*,� '� CK A 1, - _ Z . , '.... I N . � . . '.. I . � : . I I � ; . ; : ! I . ; t . : ! . . . . � - � I � � -11 % '.P : I :T �- --i . . I . . %, b I �: 11 .: Sz. iz�- ,,I- C) I I I . ,I , : �. I I - , -t I �. % , 1/1 . � � -P , : - . , 1,11 . ��/ io) . I �; : : : 10 I � I � I .. "., I : - - OTP TELEPHONE PEDESTAL �,� 0 Z ,� I . ; (BY THIS ,, L : � I I - "'.1-1..". x,�,'.,, ., � . w . . i � � � ; I I . . . : I . * = N. C) I : ; I � � I I � . q I � I I - I "I , .1 .1 �' �, �_ . � � . . , 0 . I S89* 10" 32"W, for a distance of 165.83 feet to a 112 inch iron rod with cap found for .1 - . <14 1 : � ; I I I � i i ; # ft /1, ',',� , , ,,, M. - : � 1 78' ...... �, , I , : . I I (:!) � . . . � � I I .i ,. z I ; I I - I /_ ,12 . � Zi , P � : ; � : � 'TOTAL AREA: I.. � . � I _X W (5 _X METAL FENCE , / V I � ; . /, I � .., 11 ,�/ m ! �.J , :� . I : . . I I � : . � � I : N1 *06 39 W _ //.1 , � � . : . I . . � ji��] :"." I / f I I __Y_Iy�. � I . , � � I I . : � I i . 11 .. . 00 the southwest corner of said One Anna Two, Ltd. tract and the southeast comer of the I 11.1 I I . � : I I . , 0) : � / L I . ; . rly TREE LINE 11 I I . . I ; I ,(Ill : , ! . 9 ,. - .21 I rk , . . : . � . ; . I . I , ---f I , � � . I I '. / ., . . . ? � ; � . I L85 I � I I 1 / .� , : ; I 11* � .... I I I . . : . : I ; 1, i-J � j: � ! : . � � I -,-.. I . . . . . � 10041,705 SO. FT. I � 1 15 Zd Q- NN remainder of a tract of land conveyed to Don Collins, Ted K. Tedford and Steve I ; , _� I 1. . I q : � I : � � / I ,� I., � � I I 1: . ; 16 i I w . /I ,:7 \ I., . ; I I I I � ct i �10, 114. . : ,� I � ; . I . � I I : I � I C* .� . __ � xx I Z :c 16 6 Cameron by deed recorded in ,Volume 5257, Page 4877, Deed Records, Collin County, I , .V. I �*.� \ I I L74 I ; . I k :: , � �; I � � � : t . : � � � : : ... � I , . .1. � � I . ; L i . I - i I - _ \.. I I � . : : I I . 10 , . . � , Z I , � - 11. . ,,;, : : . I � . I 1 23.914 ACRES 1. 1� to to . . . . r � I I . I : . 1, ! I ... , . ; � � I'll . : 1, 1� ; , . I I . � I f . ��e� "... , . _/ . . ItN : / . t � I ." , , . : � I : q 1, � . . � I 11- - � ;, w . ; I . o 11 1. , : � , , I � � � * ;; ; . .: ; � .� I , . : .: i �', : I . . I ; � i I i� -- Texas; ,, I � SEP. INST. SEPARATEINSTRUMENT � 201.55 ' 1�""� `�'.-,� ,. , 1. : rl, I I � I 1/2,r-" * , , \, I , � � " - I 1 ; � . I ... , , I / I I I :: � . � � L . t, I - � ,.� � . . .. : . 10T 2 : _- : I �. . . �. __\ I � col �� (O % . , ; . . L : . . I I .. � � � � I � L I % . . . I .� �i'!� � I I . . . : : . � I . i I . : � . . , , '' . � � / / �_ ; :: ; .... � . , , I %,\ . : C�) I , . . . I . I o� .1 .: . . : f I i , : �ji . I:_ � I I . . , - L83; � I , * ," :.�� � I I,- I ; � : I . . ., 11;�c . : . ,�. . (\4 ,_ . I" .� I I . � . : � I : : : I I � � � ,.: -, i ,I, "A, " � . I . : . SLOCK A .� 1: : �: ". IN NET AREA % AF7ER- 80 ROW AND \___J � . . I � .� . � I � I 11 1, � . '' ; 'I'll I " � , � : 14- � j. ,�,! .1�, � �,'�, - e,, � : , , � � . . . � . , . THENCE along the common line between said One Anna Two, Ltd. tract and sold : I � : � W" ". . : r, ,.� I 1. 80 � I I N Im. ; . . . 0 - i. 1 o . : I � . I . ; � � . I � I . ... . : M � I 0 : : � : I . . - I... .I.- I . I . . $9 . I I I � .�! ... o .1 4 � , � . . . - -�* , � , I I -,-,,. / ,, � i! I ... I -2 I distances: � � I'- .11 �� I i : / , / � N :S �. z:. - . . HALF OF THE 60 ROW. - - Z I . � , . " . � 0) . -- t CollinslTedford/Cameron remainder tract, the following four (4) courses and I A-00911'48 I � � F I I . I ) 1. . ;, � I I _ ,; I I I . 1 I . , I I - . . ; � . � .;c / (/) , Z . I I ,:, ! �-,, " . I ,,�.� "'il � . : [ I ; . Cb : ft .�� :: . : �C41 .. � - I �, .1 \ __4 r : I I : . . .�, ; : -� � �, I y, I � I , , , . , o. % 10*53,4 SQ. FT4 - I to � - 7tt � ; q 775 ACS I . I � . " " � i � .. "� I . z. I . ; : . . . . i i _!:� I :k - 9 1 ; : � I I � . � I , I � � I I � I � � I � . . � C-1 I . 11 I I I � � I I I QL I . .. L= 1 1 6.43 .1 1 ' : . . : . I a , .� � I iz� ::: I . � I 1' % " f �, � I � � ; . I . . . : . , ca �- I / � �� " 10"W, for a distance of 505.79 feet to a 112 inch iron rod with cap found for . . ; . . � I ,''. , % - . . I I : � � I I : , ti : �0 . ... I ; I . , � ,� !" � � � I I � : : : . � zc� �? . I . 1 �h , 11". " , / . , , : if I � , -5 , . . � ; . . . . %, I I i, :� NOO*29 � .. ��, / , I . . I � I .. : 20.903 ACRES - I , I � 9 ., - ,,':-�:; .. , � ; � 1: : � I � . I . f., " , 1, .1 . co , , I .. ., " ". f I : : I : ; . % V *� (0 . I I . . - : . Cn , " % � ,. .., 11 .. It . �_./.Qa 111 .� �i _1. .�, .. : �. I . : I � � I c � I .1 .� I I , I . : I I � . . \ ", � : , /� '...., . ..! I : . . : . I ': �m � . z : corner at the beginning of a curve to the right having a central angle of 24* 01 08 0 ; � . � , , . : : ; . : : � ; . . � J114. . . ., 1� % ; "'; R=699.99 I . , 1, , , ! . : I . ! : : . � . %. I � . / - I . I ,/ �.,� ,,�� . .q, . . n .1 . , f. I I IL- , f ,i Z . " � ; � . 0 . i 1 � I . I ' , 1' : . . - w I I I 1 � dius of 500.00 feet and a long chord which bears N11* 31" 24"E, for a distance of 1:11 � /;, � ./ .. , - . . I . . .. , I I . I . I . �05 - .. . I v ./�, - ,,, � � .1 ; . � . : .0 . . \-�__ I 1 `/2""' . � � : . I . . . .. I . % 'I z I a ra . 1: " � 1 I ,: I . ; I � � . I ; � , : . I I I I � . . � I � � . � i:.. V, � ` , I , 8 % -OF-WAY /.>- / 1�._ - :: I - � . I 1,;, i,11,- ", : I ; I . CH=NO3*399159$E I 1 21 6 I � � / I 4 Luw 0 4.1m 1 30""R.!GHT 11 : I : � I ; . . : I . 1, I , . I . : . [ . I I I . I . , / � I I I I I / �., ; ,� , , X . � 208.07 feet, �. , . . : I : ; � : . : I . 1. ., �� 1 :. . ., , i : � I I I � . . . I ; -� f . : I . : .. - C\ . . - . . 1� � , , , , .: .: I : . I " [ � 'WATER EASEMENT: /7 \ DEDICATION I . ; : , I . , I ( : . . I : , [ . . 1:1 , , � , .1 � , � . . ..41 1 � I ,�!/ .Z� " I � I ,� ; , � . . � � ,� . �.. .. W ; I � - I I . I : . I M %1� 00 � �, . . I �� Z . 1. "i I I : ", ',.... . I . � 1. 0 ,� . _ , . , . I , .1 . ": J I . . : ( - PLAT) I -H .. � �[ , . I . CL= 1 16.30'. i ": " I. : ; � :: '... b�,.p � �1. " : : , ; / : . ; , � %� I 1 .1 - / , .BY" THIS .P. C I (BY T,,fIS PLA T) - , .1. . Z � I I . I I . I W �. Along said curve to the right, for an arc distance of 209.60 feet to a 112 inch Iron " , ; . � � � � : I . ," - . � . I A-�9*32'09" . . ; � - - 11 , e I I I * . , � . V I % I . I . � . I .111 . ..... . - N� . I I I ,. 0) � . �� / ",�_. 1� ,! 11. I I ; I � .1 .1 .1� C14 .00 11 1. . , I 1, ., ; - i I , "k � I . WATER EASEMENT /. I," / li� 0 / " F.� - � ; I I : I - , "'._ i "I ., " I rod with cap found for comer, . . .: I . � , 1.� I .1 . ..... .1 I, , , . I . . � I " : : � 1, 1. R=794.99 ��, '. , � . C, . I N I I Z;� . ,� '. '. -- / Z ., I I : ; : : . : ; I 11 . \, ; I , '' ; , . 1. � � I ." . W / -1, � % - z L=132.31': � I . ! ; L96 7 � � co I � * ; . 1) 'L ` . � ., .. 1.11 IAJ � ; , SURVEYOR'S STATEMENT LA . ; /' ') �IBY THIS PLAT .. I .. 15' U LITY EASEMENT',. _ I � " . I . : 7,;, �:, a i j . � I � �'. ,-% . J. 11 ,� ; I— L05 � L75: J� :( � r � . . i I I , 1, , "......, . ..... !; . I ,I " / / � � W I - I ZONED: CH=NO3*39'26"E ,Q ,� r .,:: I : : I 1. En 1 , i � I . I � . I - . ... I . 1 045 0 I L89 . 11 � ; : - i , I 11 I '.. .. ...,-; : .1. I N59* 03' 25"E, for a distance of 129.33 feet - .4� ! 11. I K --, - CA 711,00"E : L88 . ' . , I ), .. . 11K.- ._Q� ... _ . I I , to a 112 inch iron rod with cap found for . I . .1 I % � - �. k� S81 L9 I /'* * "" (B THi'8 PLA T, / . . 0, . . . I I ' � I � I , I CL=132.16 i::� L11, M � �, . � i ._.. . , That 1, Dennis R. Maloney, Jr., a Registered Professional Land Surveyor, licensed by the ;11� . � � I - is, 00i. -. / t I W : I _1 . PD : � I � . � . I---- �, / I , - i .1 � , a i . '.. % � � I - � .; . . � I � - �_J ; : 'wl .32' �;,>/ I I ., 1� 20' SANITARY... 16 , . co � I .1 I . � . z I I , .1 ;� mer at the beginning of a curve to the left having a central angle of 15* 31 48" : ., .� � � I � '. ._ I 4: a: �i- i, ; I � , � --' �.67 . I - . .. ., i J I . �(Z) . � �, I L I I � , 11 .Q: i . . . : � 0 - � I � I I . 8T,*31'60"W . I 11). I ) -SEWER ''EASEMENT ,. (/) i State of Texas, do hereby certify that I prepared this plat and the field notes made a ;;. .. ' 2001-18 5 03 : . I , q 1. N A - �� I / z : I r'4A. � � '. � � I 1 W : 700.00' feet and a long chord which bears N51* 17' 31"E. for a distance of I Imi: ; � � . - . .. . I . " '. �S8* 9 1 , . I :: �i � radius of - � I � . . -1, 1 : ;:, % � _� �:--� �151-00 . C, C, I � . � - -: Q , � 00-W 1. C 0) � L.91 . , � 3: -0. � -4 , , I 11 : I .) .i . - 24"; � . . (BY THiS,PLA , - I ." ,'� '111C W I . � I � � .1 I � - , , "I �. I .1 . I :!� - -<_ �,,�_, � � 189.15 feet, part thereof from an actual and accurate survey of the land and that the corner � . . I . I . . : I ��; . I . . I I . . , I., � % I � . . 1, . . ; I � I . .1� I ;� I � . -� �, � : . I . . � I . . : . . . I . . ". ,., . � . I � % . , m pervision. I � i, p . . ,�� " -1 , 11 I , I . 1. i-o .. , �. A CCE§$'34,7 . L66 , ..�., _ __J / � : , . � . P I . . '!Rt'; LAIvE, -7--�- I - :"�� LAJ . � - 11 � F . , 'O , Z.9 T) _.-�F / �t I LU 1. . . 11.1 .......... ... , I U7'/L/`ry '6 : � S .E . ; � .. �. onuments shown thereon were properly placed un er my su I . ' . " -_ , , / b / I f ; ��,;.. o I . , � . .1 I. CADG HURRICANE CREEK, LLC 1, %...7�', I 0 1 . Al ���. , �� , 194' . EA SEME_� 7' , ' .., , ,,,��': , 11 � 1�, .81*3"o6 - � I :;! 1, , I � S8 . '624.7-�y/S� , � I �.11 - , 330.5o, I . � I 11 11 ... I b " , . ��/ � I , , 4 P3 1 ,'()'O "E, - - .. � ," _�i 6.2 , N81-31'001�7_ - , , 1. ! . � . , � I Along said curve to the left, at an arc distance of 38.79 feet passing the northeast - I . ' I I i ;( DOC. NO. 20150529000631020 % ft I , Q I I . , , . ... % ' 'PQ -) "I ,. 1� I I . I , IL � : �. . �. I 11%q ,. I .1. �1. . �, . . A7 L58, .% . I � I I cly Z� - I.. � corner o Dated this the - day of S 2018 . 11 �0 � , � 4 , , - �-�- ___� � . L I IN � - I I.. C\4 1 % . I . , 07.�,� ,� . . �� . \ . - - J70.60,� . , i �� , Cameron remainder tract and southeast comer of a tract . I D. R. C. C. T. (0 .( � 1. -pl- .. % .% 11 .1, .1 I , CS! . .. . -_ � . 91 1 .60' 1� - 4 I . �/ f said CollinslTedfordl I I.. . . � � �, 1. . � I I 00 �'�. "A / � . . , ; .� , ,,.,� � � I I . q " , , . . r . , I �, , , . : � 1'� , I I .1 . L54 �- i p I . DWM- 07VE11'_ -� � - .1 of land conveyed to CADG Hurricane Creek, LLC by deed recorded in Instrument Number I , - 1� ; . . I C2 \ ____ 1.___�� - 29 25" - " LOT TABLE � 0 ;_,�. Q �. � , - � . �Ar,nl . 1, . L. � , . T_ . I ; . � . - I I . . � � . � I ,. . I I I I � : I . � . 1. . __� - '' , n . , � I . - , 10o.W 1, ,.. 1 20150529000631020, Official Public Records, Collin Cou Q - Z 1:1� � i , / : ; 1. , , 5 � ; .......... o �.. 77,L . ..;. 'PyN - N 8 1,*.,3 __::::Z I nty, Texas, continuing along the , ! � ., 9� �, , 1 . ! �", p A I I .G� 5 ', �, � � � P� . / ,��,_ . � � � : I � . � . , i . .�, 1. . . I . I % � % * ! b, �� I . I . I I . . . � \ � ?_� I., � �11271.7,5, , � . I 0 ,�� � . . , ) I ON) ... ... _ �1,� I : I , � , � 1. : � , C'..) 0 . 1, I I ; . . � ; , I I � 4 . ,. . - '. (O . common line between the One Anna Two, Ltd. and CADG Hurricane Creek, LLC tracts, . . ,,�,:. 0) 4) : I . I � , , .1 � i . , M . � . .� ; I I .. . � : � G28 1. 00 I LOT AREA I.., I ; li, . 11 : � � ! �� .. I I . : . 1. - �Ilq I 11. �J, t , , . I I . . I . I., , \ (/) 11, "� � I .; , ; I I .1 I . , �. .�. .� .� S81'31 to �, .1 I .f,, . , . I 1, I : -'i for a total arc distance of 189.73 feet to a 112 inch iron rod with cap found for . . .. , !�,._ C�j '. �0 � " RAINA0E EASEMENT � I., .. . �% I I � .1 CIR_ . I � I I ., : il FITE VISIBILITY & I I . '. I � I : � \ �11 � -� I � 14 I , ��,� '11. ,� �i,.i� / 11 I � I I . . I . . ; 9 comer, - Dennis R. Maloney, Jr., R.P L.S. . ., . I !!;':' i P5 - : 'Y " .: , , N _� I ; I % '. , � % .311. , Q) 25. v� SIDE L-1 MAINTENANCE ESMT � . 1 0_2�.�* 0"/,...,;�� I 1 1. 451 A C. ' ' / 1, i . : . , . (8, THIS .PLAT),; . � . � � 1. . � I . I I I I I I . . I . . . JAJ " , i co ,. . . : . � : . � I . I .1 .; - . . I : %. . %, ", 11 I . Registration No. 4625 1 1 � a . �/ I . I I . I I I . , . . , -.1."...... ; . " (93Y THIS PLAT) . I I . 1, I I � � . Is, - , , . I . � ..", V-4- ! CE continuing along sold common line between the One Anna Two, Ltd. and CADG I 'im . �w ,.1. ,�! I � _ I " .� 4 . 1, �., / -2� DRAINAGE EASEMENT , .1. s I -, . I �., .. .- � �f . " THEN , . . . . : I : 11 . I I � I I I � . . . I I o . I'll ... ��11 1, � ,. , J: s,, I I d. - i " . 11 ��, C) . ; .. "'o , I- , I � . . CIRS . 2 4.775 AC. , � ",ft � � .. / (B Y THIS PLA T)" .: � Q�/ �1' . 1�� 1. ---" , .% - .11 % to i_ � /I �, '.. Hurricane Creek, LLC tracts, the following twelve (12) courses and distances: . "I . . .1 ': � ; . I - �� "I 1, . I., 1. f I .1; . U) I � ,.: . .. � : 11 17/ . I 1, I � �<" I �, . . z ' I � I .. � . , , /. . . . � . � / - . I . '. ____ ". . .. . ... : I �L ' : ' . , .1 �� ,`--, .! - STATE OF TEXAS I 10 ft. r � . \ � , #Iqv - �, i I . . i . I � I a . : . � I . _� I I . . I % ." "'.. � I : . ' , n - . ; \ . ____ If / �� % . . I ; . � �, 11 � , ,: .1 . . .OT: 1. . : ; .. ., K� � JK . , . � I \ 25' BUi�oi - ' -111. 11 11 I r . I . : I % . .: � ,, �,� __ . ; \1 . I � . \ , --, - , �! � IN 0) � .0 liclil,:W � , , i - N � , /V .., I... I I I � I I � � ; .1i � :: i I I �% :1 . I I \ 1� I ', : 1 3 14.677 AC. I � � I � � .09 . � ,� I , 1, I G L I - )_ lbll i . i N43' 31" 37"E, for a distance of 241.38 feet to a 112 inch iron rod with cap found for I . : I , 4, 1 1, IN't COUNTY OF DALLAS . I . I � I I . . : j 1� � I \ 1. '�x 11 �, 11 aving a central angle of 43' 25' 53", a � . ; I � I 1, 11 I I . I � 1. . comer at the beginning of a curve to the left h . � . . � ] .\ ;:; I / , . __ ___ . Go ; � .. 1<0 , .. . .. . I .., _� . 2 I I . " 8 * Az 1'� z 0 .. , 0 �, / * " I , . ! . � BEFORE me, the undersigned authority, a Notary Public in and for said County and I I I I I � -.1- '. .* ,., I., .1 � I .1 I I , � . 1 I radius of 700.00 feet and a long chord which bears N21* 48' 41 E, for a distance of Z4 0 P / 63*225 SO. FT. : I � I . . % "111 I 11 .. 1. 1. / ,p . ;i . State, on this day personally appeared Dennis R. Maloney, Jr., known to me to be I . I � �;_. I I ., . . � I , I � . I . \ ... I , .% BARBED WIRE '... .1 .1. I - : I � 1i I - 25' SITE VISIBILITY & 40' 1 1 1 . �% 1\ 1% . ., _,:,� 510, � �� I . .. I I -i 518.00 feet, . � , � � I __!: I I SIDEWALK MAINTENANCE ESMT L62 *451 ACS.,� - � I �, . % I �'. FENCE I 11 1.1�; (44, � ; [ I . I � , the person or persons whose name is subscribed to the foregoing instrument, and � ( I I i 1 '5, 1 ' I , \ .., � '.1 � 4 * , I I . I G ,,,, ., ; I N . I . .* 11- . � I 1, -� iL IU . � I 110 00 '.,, I .., I ::: �, :� �'. , . (BY THIS PLAT) L61 - __ I - 700 . I . acknowledged to me that he executed the some in the capacity herein.stated and � . - I A-56 . \. �, �. % , _0 . �Co> . . � ._� %, . . I �. / Z 0. : ! ; . I Along said curve to the left, for an arc distance of 530.61 feet to a 112 inch iron rod I - . ; I . . I , I . . I �:: / ;< _< . � . L64 L5 ) ' I . � \, ., �. 11�1 " :1 I �. �.�� q.. a7 I the act and deed of said company. � A--0*39"09" CIRF I / I L=1 95. 0 11 � _ / . ; . , found for comer, � . . � � ., . 1 ,:; . r , ,_ :: �; ; . () 11 I, .. .Q� � ,� � � . . i � _�� � I , � � . I L63 , '?-- R=2900., Of W i 11: ;.1 L65 . ; L=7.97' CIRS - S C) Isupe . � I .% /% ! , . : - : : : �i to I bc, - % I .,;, .. �� "If.) NOO* 05' 43"E, for a distance of 1035.62 feet to a 112 inch iron rod found for comer GIVEN UNDER MY HAND AND SEAL OF OFFICE, this - day of I I R=700.03' � 6 4t CH S70025 11 / / co � t,.�:./.// I I - . \I-- . J': � I 11 at the beginning of a curve to the right having a central angle of 08* 19' 23"s a radius "; - � ` :� � � 1 � 8 Z� , '. 2018. 1 CIRS poSF-D '1_/ .1 I :j . I CH=N08*05`33"E .1 (PR . CL=18 I . I I / � : ; I n I n / k__ ; . of 700.03 feet and a long chord which bears N04* 15' 26"E. for a distance of 101.60 CL=7.97 $ � A--57*41 22 1 / .;,C� feet; I I 1. �. 11.1 I ... 1. 14i � I f ". I / '%-- " I I _____ . - I � 1, �1. I .1 � A--8*1 9'23 1 . L=201.37 � . . ". ".. /0114. Along sold curve to the right, for an arc distance of 101.69 feet to a 112 inch iron I Notary Public in and for the State oF75xas I I I . L=101.69* 1/2" IR - F- * � R=200.00' I . �, /a rod with cap found for comer; I My Commission Expires: . � I � � I R=700.03" CH=S71*12'55"W 1� I � . I \\ / �. / ;� I I � ) to a 112 CH=NO4*15'26"E CL=192.98" I I W__ I N08* 30' 51"E, for a distance of 394.11 feet (Record: N08* 25' 09"E, 393.86* 1 1 1 %.11 . .. / _�E 1 W inch iron rod found for comer at the beginning of a curve to the left having a central . � % . . I CL=101.60' I - , '� , � V 0 angle of 09' 31" 48"t a radius of 699.99 feet and a long chord which bears NO3* 39' 1 1 , I,- . . , . . . , I - I . ; I I Q� � 15"E, for a distance of 116.30 feet, , � I � . I � � 40' 40' .�. i!� � I , - . a I I 1, - , I I . I � If ��' . Along sold curve to the left, for an arc distance of 116.43 feet to a 112 inch iron rod , - - . . � I NOTES: I REMAINDER � . �.� / a . found for comer; . 1-N . . I 1� I , I . I--: 7RACT ____ � .�' / Z�) I I . I (n I F- ...,. N N01' 06' 39"W, for a distance of 201.55 feet to a 112 inch iron rod found for comer . All comers set are monumented with a 5/8 inch iron rod with yellow cap li� _____ ., . I . I --t � 1, at the beginning of a curve to the right having a central angle of 16* 48' 41" a radius I I . st I amped "'BDD".. unless otherwise noted. 80' C� W. S. RATTAN SURVEY L_ / / , ___� of 700.00 feet and a long chord which bears N07* 17' 41"E, for a distance oi*204.65 . - . _N I 1__�_ --- � ____ . / fee t; � No portion of the subject property lies within any area of 100-year flood >_ I - ABSTRACT 752 1 1 1 -, ___� EL TWR 0 LUM MON. . I P ca I I accordin(i to FEMAs Flood Insurance Rate Map, Comm un lty�-Pon el No. %_� I I I Along sold curve to the right, for an arc distance of 205.39 feet to a 112 inch iron � I PRELIMINARY PLAT rod found for corner; 48085CO155J, dated June 2, 2009. Property is in Zone X ( Z , I EASEMENT FOR . I I � IL-U-1 I W / ONE ANNA TWO ADDMON N HIGHWAY PURPOSES W I � 0 � I :rE .Z VOL. 655, PG. 449 ,-,- / I N15* 42" 02"E, for a distance of 121.60 feet to a 112 inch iron rod with cap found for . 1 �8 Z ONE ANNA TWO, L M. D. R. C. C. T. __4 1 comer at the beginning of a curve to the left having a central angle of 16* 48" 40", a LOTS ls 2 & 3, BLOCK A Bearings ore based upon the north line of the subject property as Ui < 0 (5 � I described in the deed recorded in Document No. 20070201000151600, . in LIJ Z DOC. NO. 20070201,000151600 . III I radius of 700.00 feet and a long chord which bears N07* 17' 42"E, for a distance of A BEING PORTION OF THAT TRACT OF LAND I 0 1 I- I I :i>z - Official Public Records, Collin County, Texas. %_ Q:� . C) I DOC. NO. 20070201000151610 1 � Q / I . 204.65 feet; INSTRUMENT NUMBER 20070201000151600, , .�--Jj Ho ___� . � I -D D* R. C. C. T. I / � � ca � 00 Along said curve to the left, for an arc distance of 205.39 feet to a point for comer, INSTRUMENT NUMBER 20070201000151610, O.P.R.C.C.T. W 1,C) I b, / � SITUATED IN THE a Z0 I U') ko � * V_ . � / � N01* 06' 39'"W, for a distance of 55.81 feet (Record. 55.96) to a 112 inch iron rod I I I 1* � / I � found for comer in the common north line of said One Anna Two, Ltd. tract and south I W. S. RATTAN SURVEY, ABSTRACT NO. 752 AND 0, . U-) I line of the remainder of that tract of land, called Tract Four, conveyed to Jon Sherley THOMAS RATTAN SURVEY, ABSTRACT NO. 782 1 . . � - I P I / Miller by deed recorded in Volume 2667, Page 671, Deed Records, Collin County, Texas, I 0 1 CITY OF ANNA, COLLIN COUNTY, TEXAS . � � I 0 1 . I I I / / THENCE along said common line between the One Anna Two, Ltd. and Jon Sherley Miller 3 LOTS Z XWELL I I I . I � � .... ___�_ ___�_ I I T / I I tracts, N89* 56" 12"E, at a distance of 801.70 feet passing the southeast corner of said I NOVEMBER, 2018 � ____.. "----- . / dan Sherley Miller tract and southwest corner of the aforementioned AT&T tract and . ____� ___� _,__� I / continuing along the common line between said One Anna Two, Ltd. and AT&T tracts for a SURVEYORS: -�_. ,..L I I total distance of 891.82 feet (Record: 892.51) to the POINT OF BEGINNING and containing OWNER: . . ----J- ._..�L L... I ___-_ _"_�_ ---I"- � I I / / / . 1 3,371,387 square feet or 77.396 acres of land, as computed. ONE ANNA TWO, LTD. BROCKETTE/DAVIS/DRAKE, INC. I --ft., / . 14680 MONTFORT DR., STE 241 Civil & Structural Engineering Surveying 1 '44 I..... ...... - ."__.�_____-__ . DALLAS, TX 75240 4144 North Central Expressway, Suite 1100 I � 1 7*CH L I -"- . ---.-- 'I" I ............ � Ibft ...... __ I I / / � Dallas Texas 75204 I * . � '_ I � I T2 "1_"-ft,__1__�__" (214� 824-36471 "_� " ", I ( , - I - - - - - I ; I. I 11 i Z I /I / . , � / I � / [ I 65 @ Copyright . 2018 Brockette/bavis/brake, Inc. All Rights Reserved. . I I "*---.%."----.-,.".,--"--,.,...,. / . I I I fax (214) 824-7064 This drawing is the property of Brockette/Davis/Droke, Inc. I I "__-.__., 1.1' � I . Any modification or use of this drawing without the express I .......... .. ,_,_""___�, written authorization of Brockette/Davis/Droke, Inc. is prohibited. � ____� "', I I I Sheet 1 of 2 C1 7103PP.dwg a I I � GRAPHIC SCALE too 0 so 100 200 1 inch = 100 ft. Project Anna Site z W I � N F.M. 455 Location Map Not to Scale LEGEND OCIRS CAPPED IRON ROD SET STAMPED "BDD" OCIRF CAPPED IRON ROD FOUND OIRF IRON ROD FOUND OALUM. MON. ALUMINUM MONUMENT PP POWER POLE GUY GUY WIRE EIEL TWR ELECTRIC TOWER WV WATER VALVE FOM FIBER OPTIC MARKER ❑TP TELEPHONE PEDESTAL x _ METAL FENCE . (-YYYI TREE LINE ©Copyright 2018 Brockette/Davis/Drake, Inc. All Rights Reserved. This drawing is the property of Brockette/Davis/Drake, Inc. Any modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. ZONED: PD 2001-18 DON COLLINS, TED K TEDFORD AND STEVE CAMERON VOL. 5257, PG. 4877 D. R. C. C. T. MATCH I LINE NE-- SEE SHEET I ` T 1 eo z Ui i' 0 I � �m W� o Wcy-� Z l0i I 13 40' 40' I 1 IZ l� ' to ZONED: 1 PD 1 2001-18 1/2" IRII ( 0) CADC HURRICANE CREEK, LLC DOC. NO. 20150529000631020 1 D. R. C. C. T. 3 I ' � O 1 1 ul 0=043'25'53" i L=530.61' 1 R=700 00' CH=N21'48'40"E CL=518.00' J 1 s� / ONE ANNA TWO, LTD. Q ll / DOC. NO. 20070201000151600 DOC. NO. 20070201000151610 m 1 / D.R. C.C.T. o I 1 n~ a j o ZONED: / PD 1 L' � 1/2 CIRF / REMAINDER 1 CDOv ,PQ / TRACT 2 ►�'� � oe0 � ' 1 1/2 CIRF J / SAN MH W. S. RATTAN SURVEY LUM. MON. L=38.79' 1/2 CIRF 1/2 CIR� / N 59'03' 25"E 129.33' / �0=024'01'08a' L=209.60' R=500.00' CH=S11'31'24"W 1/2 CIRF CL=208.07' _ _ _ _ _ _ABSTRACT 752 _ _ _ _ _ _ _ ®=015'31'48" THOMAS RATTAN SURVEY sANI von SEWER PG SEEMENT- -� L=189.73' ABSTRACT 782 D.R.C.C.T. JJ M ' R-- 7oo.00 � ®®' CH=N51'17931"E CL=189.15' ry 0 000'58'55" S89'17157"W L=18.85' 10.12' R=1100.00'' 0 005'20929" CH=S89 39 59 W CL=18.85' L=96.58' ®=005'27°54" R=1036.00' CH=N88'01'49"W L=111.02' R=1164.00' CL=96.55' CH=N88'05'31 "W 50' BUILDING LINE CL=110.98I S89'10'32"W 1/2 CIRF S89'10'32"W - 231.32' 1/2 CIRF 165.83' 1/2 CIRF 1/2 CIRF i/2 CIRF 1/2 CIRF 1/2 CIRF N89050'33"W -ii 65.59' CITY OF ANNA CITY OF ANNA INST. NO. 20170328000391350 INST. NO. 20170328000391340 INST. NO. 20170726000981440 0. P. R. C. C. T. 0. P. R. C. C. T. 0) O LO 1 0 O) N O Z 0 000'22'41$I L=7.26' R=1100.00' CH=N89'39'13"W CL=7.26' N89'27'52"W 66.00' SANITARY SEWER EASEMENT VOL. 5424, PG. 6 D. R. C. C. T. / / 5/8" IRF / / 9 tK 1/2 CIRF/ / Ov` C� / 1 ALUM. MON. 1 1 1 S9'52'00"W 1 ' / 168.20 1/2 CIRF J S44'11'00"W 1 2 CIRF 1/2 CIRF 8.57' WOOD MON., 1 /2" IRF S89'21'26"W - 748.49' 1. F. M. ROAD NO. 455 (VARIABLE WIDTH R.O. W.) INST. NO. 20170328000391340, O.P.R.C.C.T. INST. NO. 20170328000391350, O.P.R.C.C.T. INST. NO. 20170726000981440, O.P.R.C.C.T. NOTES: Easement Line Table Line # Direction Length L53 S81'31'00"E 36.00 L54 S83'29'00"W 214.86 L55 S75'51'04"W 67.02 L56 N14'08'56"W 20.00 L57 N75'51'04"E 67.02 L58 N83'29'00"E 220.22 L59 S08'29'00"W 20.71 L60 S42'22'08"W 110.73 L61 N79'56'24"W 46.56 L62 N3542'47"W 35.83 L63 N79'56'24"W 25.00 L64 N08'30'51 "E 25.00 L65 N79'56'24"W 21.02 L66 N81'31'00"W 53.72 L67 S81'31'00"E 42.14 L68 N08'29'00"E 25.00 L69 S81'31'00"E 15.00 L70 S08'29'00"W 25.00 L71 S08'29'00"W 30.00 L72 S81'31'00"E 14.25 L73 S08'29'00"W 25.00 L74 N81'31'00"W 14.25 L75 N08'29'00"E 6.09 L76 S81'31'00"E 1 10.00 All corners set are monumented with a 5/8 inch iron rod with yellow cap stamped "BDD", unless otherwise noted. No portion of the subject property ties within any area of 100-year flood according to FEMA's Flood Insurance Rate Map, Community -Panel No. 48085CO155J, dated June 2, 2009. Property is in Zone X (unshaded). Bearings are based upon the north line of the subject property as described in the deed recorded in Document No. 20070201000151600, Official Public Records, Collin County, Texas. Lot Line Table Line # Direction Length L52 N79'56'24"W 46.02' Easement Line Table Line # Direction Length L77 S08'29'00"W 13.52 L78 S81'31'00"E 24.00 L79 S08'29'00"W 42.00 L80 N0829'00"E 25.00 L81 S81'31'00"E 15.00 L82 S08'29'00"W 25.00 L83 N81'31'00"W 9.14 L84 N08'29'00"E 10.00 L85 S81'31'00"E 10.00 L86 S08'29'00"W 34.25 L87 N53'29'00"E 35.36 L88 N08'29'00"E 11.21 L89 S81'31'00"E 10.00 L90 S08'29'00"W 8.96 L91 N08'30'51 "E 4.69 L92 N68'30'51 "E 35.43 L93 S81'31'00"E 41.68 L94 N08'29'00"E 3.00 L95 N81'31'00"W 7.74 L96 S68'30'51 "W 26.77 L97 N08'30'51"E 84.71 L98 S81'31'00"E 9.30 L99 N08'29'00"E 10.00 L100 N77'54'05"W 15.01 Lot Curve Table Curve # Length Radius Delta Chord Direction Chord Length C25 36.91' 230.00' 9'11'39" N86'06'50"W 36.87' Easement Curve Table Curve # Length Radius Delta Chord Direction Chord Length C26 12.49 230.00 003'06'45" N83'04'22"W 12.49 C27 44.59 230.00 011'06'33" S89'48'59"W 44.53 C28 10.32 30.00 019*42'50" N18'20'25"E 10.27 C29 19.73 30.00 037'41'03" S10'21'32"E 19.38 C30 11.99 90.00 007'37'56" S79'40'02"W 11.98 C31 14.65 110.00 007'37'56" N79'40'02"E 14.64 C32 244.84 250.00 056'06'46" S70'25'37"W 235.17 C33 151.03 150.00 057'41'22" S71'12'55"W 144.73 C34 84.82 54.00 090'00'00" S53'29'00"W 76.37 C35 84.82 54.00 090'00'00" N36'31'00"W 76.37 C36 47.12 30.00 090'00'00" N36'31'00"W 42.43 C37 24.49 30.00 046'46'50" S75'05'35"W 23.82 C38 24.07 30.00 045'57'46" S58-32.07"E 23.43 C39 47.12 30.00 090'00'00" S53'29'00"W 42.43 C40 47.12 30.00 090'00'00" S36'31'00"E 42.43 C41 56.55 18.00 180'00'00" N81'31'00"W 36.00 C42 56.55 18.00 180'00'00" S81'31'00"E 36.00 C43 47.12 30.00 090'00'00" N53'29'00"E 42.43 C44 48.38 92.50 029'58'09" N83'29'55"E 47.83 C45 56.23 107.50 029'58'09" S83'29'55"W 55.59 C46 134.81 809.99 009'32'09" NO3'39'26"E 134.65 C47 69.52 590.00 006'45'04" NO2'15'53"E 69.48 C48 45.00 590.00 004'22'10" N11'42'38"E 44.98 PRELUT-11RART PLAT ONE • ADDMON LOTS 1,2&3,BLOCK A A BEING PORTION OF THAT TRACT OF LAND INSTRUMENT NUMBER 20070201000151600, O.P.R.C.C.T. AND INSTRUMENT NUMBER 20070201000151610, O.P.R.C.C.T. SITUATED IN THE W. S. RATTAN SURVEY, ABSTRACT NO. 752 AND THOMAS RATTAN SURVEY, ABSTRACT NO. 782 CITY OF ANNA, COLLIN COUNTY, TEXAS 3 LOTS NOVEMBER, 2018 OWNER: SURVEYORS: ONE ANNA TWO, LTD. BROCKETTE/DAVIS/DRAKE, INC. 14680 MONTFORT DR., STE 241 Civil & Structural Engineering Surveying DALLAS, TX 75240 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 (214) 824-3647, fax (214) 824-7064 Sheet 2 of 2 C17103PP.dwg THE CITY OF Aiftha AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Anna Medical Office Building located on the West side of Highway 75, North of FM 455 (White St). SUMMARY: Jim Riley has submitted a site and landscape plan for the Anna Medical Office Building located on property on the West side of Highway 75, North of West White St. The site is currently zoned with a Planned Development with C-1 Commercial uses. They are proposing several medical offices including a surgery center. STAFF RECOMMENDATION: Approval of the Anna Medical Office Building site and landscape plan. ATTACHMENTS: Description Location Map Site Plan Landscape Plan Building Elevations Upload Date Type 11/14/2018 Exhibit 11/14/2018 Exhibit 11/14/2018 Exhibit 11/14/2018 Exhibit LN. WHITE STREET (F.M. 455) W �� V 9 y U d1 M � O. n XY 00 0 Q y G- rn� � N >� u _ a o c ate- U 4) °3 Y C +�+ d V N L- o °> p m �w N 0 y y Y N O O 0" �00M U CL O O ` msO0 00 � c ^O •— o � N N 0100 v �v0O oE� 0 /(jV OD M00 / S S71 "12 55 W 1A�oo, o 60X'4 \,y/1 2 50090299 `\ 1020 R- 2M00 `\ CH S70°25944 W ("L1015 PLANT LIST TREES QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 12 BC Bald Cypress Taxodium distichum 3" cal. B&B, 13' ht., 4'-5' spread min. 5 CE Cedar Elm Ulmus crassifolia 3" cal. B&B, 13' ht. 4'-5' spread min. 4 CM Crepe Myrtle'Dynamite' Lagerstroemia indica 'Dynamite' 8' ht. container grown, 3-5 cane, no cross caning 6 CP Chinese Pistache Pistachia chinensis 3" cal. B&B, 13' ht. 4'-5' spread min. 1 DW Desert Willow Chiliopsis linearis 10' ht. container or B&B, specimen, tree form 3 EGH Eagleston Holly Ilex sp. 'Eagleston' 12' ht. container grown, single trunk, tree form, matching 12 LO Live Oak Quercus virginiana 3" cal. container grown, 13' ht. 4'-5' spread min. 8 RO Red Oak 'Shumard' Quercus shumardii 3" cal. container grown, 13' ht. 4'-5' spread min. 5 VTX Vitex Vitex agnes-castus 5' ht. B&B or container, full to ground, SHRUBS QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 32 DSP Dwf. Spirea'Gold Mound' Spirea sp. 'Gold Mound' 5 gal. container grown, full plant specimen 50 DTS Dwf. Texas Sage'Lynns Lowery' Luecophyllum sp. 'Lynn's Lowery' 3 gal. container grown, full plant specimen 16 HMG Dwarf Hamlen Grass Pennissetum sp. 'Hamlen' 3 gal. container grown, full plant specimen 33 IH Indian Hawthorne 'Clara' Raphiolepis indica 'Clara' 5 gal. container grown, full plant specimen 65 IRIS Bicolor Iris Iris bicolorii 3 gal. container grown, full plant specimen, 24" o.c. 88 LOR Loropettalum'Purple Diamond' Loropettalum sp. 'Purple Diamond' 5 gal. container grown, full plant specimen 120 MFG Mexican Feather Grass Nasella tennuissima 3 gal. container grown, full plant specimen 34 NRS Nellie R. Stevens Holly Ilex sp. 'Nellie R. Stevens 5 gal. container grown, full plant specimen 26 ROS Rosemary 'Tuscan Blue Rosemarius affinis 'Tuscan Blue' 5 gal. container grown, full plant specimen 58 RY Red Yucca 'Brakelights' Hesperaloe parvifolia 'Brakelights' 3 gal. container grown, full plant specimen GROUNDCOVERS QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 875 BKSG Berkley Sedge Carex divulsa 4" pots container, full top of container, 12 o.c. 277 LIR Liriope'Big Blue Liriope muscari 'Big Blue' 4" pots container, full top of container, 12" o.c. 667 WC Wintercreeper Euonymus fortunei coloratus 4" pots container, (3)12" runners min. 12" o.c. Common Bermudagrass Cynodn dactylon roll sod solid sod, refer to notes NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. LANDSCAPE NOTES 1. Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was supplied by others. = 2. Contractor shall locate all existing underground utilities and notify Architect of any conflicts. Contractor shall exercise caution when working in the vicinity of underground utilities. 3. Contractor is responsible for obtaining all required landscape and irrigation r permits. 4. Contractor to provide a minimum 2% slope away from all structures. 5. All planting beds and lawn areas to be separated by steel edging. No steel to be installed adjacent to sidewalks or curbs. 6. All landscape areas to be 100%irrigated with an underground automatic 2 irrigation system and shall include rain and freeze sensors. 7. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the drawings. i 2 MAINTENANCE NOTES 1. The Owner, tenant and their agent, if any, shall be jointly and severally responsible for the maintenance of all landscape. i 4 2. All landscape shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, watering, weeding and other such activities common to landscape maintenance. F 3. All landscape areas shall be kept free of trash, litter, weeds and other such 2 material or plants not part of this plan. 4. All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. i 26 5. All plant material which dies shall be replaced with plant material of equal or better value. 6. Contractor shall provide separate bid proposal for one years maintenance to begin after final acceptance. _ GENERAL LAWN NOTES 1. Fine grade areas to achieve final contours indicated on civil plans. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1 " below final finish grade. Contractor to coordinate operations with on -site Construction Manager. 4. Imported topsoil shall be natural, friable soil from the region, known as bottom and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, stones, containing no salt and black to brown in color. 5. All lawn areas to be fine graded, irrigation trenches completely settled, and finish grade approved by the Owner's Construction Manager or Architect prior to installation. 6. All rocks 314"diameter and larger, dirt clods, sticks, concrete spoils, etc. shall be removed prior to placing topsoil and any lawn installation 7. Contractor shall provide (1) one inch of imported topsoil on all areas to receive lawn. LANDSCAPE TABULATIONS SITE LANDSCAPE: (207,950.56 s.f.) Requirements: 10% of total site area to be landscape Required Provided 20,795.05 s.f. (10%) 62,680 s.f. (30%) FRONT YARD LANDSCAPE: (24,658 s.f.) Requirements: 15% of front yard area to be landscape Requried Provided 3,698.7 s.f. (15%) 24,658 s.f. (100%) STREET FRONTAGE Requirements: One (1) tree, 3" cal., per 40 I.f. of frontage. Standridge (493.16I1) Required Provided (12) trees, 3" cal. (14) trees, 3" cal. INTERIOR PARKING (116 spaces) Requirements: 8 s.f. per each parking space and (1) tree per 10 spaces 65' max distance between tree and parking space Required Provided 928 s.f. 2,497 s.f. (12) trees, 3" cal. (12) trees, 3" cal. HIGHWAY MIX LAWN NOTES 1. Installation of native grasses to be performed by hydro -seeding. 2. Provide a hydromulch cap per Hydromulch Notes. 3. Final grades to be smooth and level free of debris, rocks over 1"and shall have no ruts or depressions. 4. Install the following mix at the specified rate: - Sideoats Gramma 5 Ibs / acre - Blue Gramma Grass 5 lbs / acre - Buffalo Grass 40lbs /acre - Green Sprangletop 5 lbs / acre - Lovegrass 6 lbs / acre 1 LANDSCAPE PLAN SCALE: 1" = 30'-0" 0 15 30 120 smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com CURTIS GROUP ARCH ITECTS ISSUE FOR PERMIT 28 AUGUST 2018 PROJECT #CGA 1721 Landscape Plan S H E E T Ll mOl 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 P p Y groundcover plants for Architect's approval. When approved, tag, install, and maintain as representative samples for final installed plant materials. E. File Certificates of Inspection of plant material by state, county, and federal authorities with Architect, if required. F. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per manufacturers recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C. Grass Areas: 1. Areas to be Solid Sod Bermudagrass: Blocks of sod should be laid joint to joint, (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 2. Areas to be Hydromulch Common Bermudagrass: Hydromulch with bermudagrass seed at a rate of two (2) pounds per one thousand (1,000) square feet. Use a 4' x 8' batter board against the bed areas. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and area ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and sun. Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Landscape Architect for inspection and approval of all positioning of plant materials. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that, when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. y U d1 M � O. n X Y 0 O o 2 q>o- rn\ � N ++ U _ 0 0 c ate- U 4).3 Y r +~+ d C40 Y C\ d V N 00 O °> 4z_rn '00 w \ > 0 4) N Y N O O �00M UCL O O 4 ` ms,00 (0)00 DO 0 ^O •- - N N 0 O C 0 >_ -0 7 �v0o oE4) Q >, 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. Y 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 u and all other work necessary 9 9, p 9 9 9 9 p Y of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on -site inspection by Owner and Landscape Contractor will be completed prior to written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and ground cover 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. An damage, including ruts in lawn or bed ( ) 9 Y 9 9 areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be laced at the start of the next Y replaced 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 onlywith 5 arts existing soil or sand loam and 1 art bed preparation. When P 9 Y P P P 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 (T) feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection b the Owner P P 9 p Y provided the job is in a completed, undamaged condition p 1 p g , and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivar/variety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and duringinstallation for size and condition of root balls limbs, , branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK 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 onlyplant materials that can be planted in one day unless adequate storage p p q Y 9 and wateringfacilities are available on job site. 1 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 nurse grown stock. Listed plant heights are 9 nursery 9 p 9 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 pp P 1 pp which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition will be rejected b the Landscape Architect either before or after planting, and 1 Y p , p 9� 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. An tree loose in the ball or with broken ball at time of planting pP p Y p 9 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 nurser e: for clarification the term Y usage: "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. 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" PLANTING GROUNDCOVERIANNUA PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS 0 � TREE PLANTING DETAIL NOT TO SCALE 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 �� GROUNDCOVER PLANTING DETAIL NOT TO SCALE 1 NOT CUT CENTRAL LEADER FERENCE PLAN FOR TREE TYPE BBER HOSE ;TRANDS NO. 12 GAUGE LVANIZED WIRE, TWISTED LAYER MULCH, REF. SPECIFICATIONS HIGH WATERING RING METAL T-POST PAINTED EEN TRIANGULAR SPACING IISH GRADE SCARIFY SIDES OTBALL, DO NOT DISTURB. TOP ROOTBALL TO BESET 1" ABOVE ISTING GRADE. REMOVE TOP 1 /3 BURLAP. TIVE SOIL, REF. SPECIFICATIONS USHED ROCK ITE: LOCATE STAKES OUTSIDE TREE WELL. POSITION STAKES 1 SECURE TREE AGAINST SEASONAL PREVAILING WINDS. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable fertile dark loam soil free of clay lumps, subsoil stones and other , Y , Y p, extraneous material and reasonablyfree of weeds and foreign grasses. Loam 9 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 1/2 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. 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 SIDEWALK 03 SIDEWALK / MULCH DETAIL no steel along sidewalks NOT TO SCALE SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 1 /8" X 4" GREEN STEEL EDGING WITH STAKES 1/2" MAXIMUM LAWN i TO BE INSTALLED ALONG SIDEWALKS O^ STEEL EDGING DETAIL �F NOT TO SCALE REF. PLAN FOR SHRUB TYPE n Mrc�,� Q 2" LAYER OF SPECIFIED BARK MULCH FINISH GRADE ROOTBALL, DO NOT DISTURB PREPARED SOIL MIX PER SPECS. 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" NATIVE SOIL NOTE: POCKET PLANTING NOT ALLOWED SHRUB PLANTING DETAIL J NOT TO SCALE smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com HYDROMULCH NOTES 1. All lawn areas to be Hydromulch Bermudagrass, unless noted otherwise on drawings. 2. Contractor shall scarify, rip, loosen all areas to be hydromulched to a minimum Y depth of 4" p P prior to topsoil and h dromulch installation. 3. Bermudagrass seed shall be extra hulled and treated lawn type and shall be delivered to the site in its original unopened container, and shall meet Texas State Law requirements. 4. Fiber: Shall be one hundred (100%) percent Wood Cellulose Fiber, delivered to the site in its original unopened container. 'Conweb'orequal. 5. Fiber Tack: Shall be delivered to the site in its original unopened container, and shall be 'Terro-Tack one, as manufactured by Growers, Inc., or equal. 6. Hydromulch with Bermudagrass seed at a rate of two (2) pounds per one thousand (1000) square foot. 7. Use a 4'x8' batter board against all beds areas. 8. If installation occurs between September 1 and April 1, all hydromulch areas to be Winter R e rass at a rate of four 4 pounds per one thousand 1000 Y9 ()P p ( ) square feet. Contractor shall be required to re-hydromulch with Bermudagrass the following growing season. 9. In the event rye grass is necessary due to time of year installation, it shall be the responsibilty of the contractor to scalp existing grass, bag clippings, and scarify soil to a depth of 1" prior to pernament lawn grass installation. 10. All lawn areas to be hydromulched, shall have one hundred (100%) percent coverage prior to final acceptance. 11. Contractor shall maintain all lawn areas until final acceptance. This shall include but not be limited to: mowing, watering, weeding, cultivating, cleaning, and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 12. Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply as necessary. SOLID SOD NOTES 1. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and 1 " below final grade in turf areas. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1" below final finish grade. Contractor to coordinate operations with on -site Construction Manager. 4. Contractor to coordinate with on -site Construction Manager for availability of existing topsoil. 5. Plant sod by hand to cover indicated area completely. Insure edges of sod are touching. Top dress joints by hand with topsoil to fill voids. 6. Roll grass areas to achieve a smooth, even surface, free from unnatural undulations. 7. Water sod thoroughly as sod operation progresses. 8. Contractor shall maintain all lawn areas until final acceptance. This shall include, but not limited to: mowing, watering, weeding, cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 9. Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply if necessary. 10. If installation occurs between September 1 and March 1, all sod areas to be over -seeded with Winter Ryegrass, at a rate of (4) pounds per one thousand (1000) square feet. DECOMPOSED GRANITE NOTES 1. Provide Decomposed Granite with 'Stabilizer' Binder additive surfacing as indicated on drawings. 2. Submit representative samples of items specified for approval by Landscape Architect, Architect and Owner. 3. Decomposed Granite base material shall consist of a natural material mix of granite aggregate not to exceed 118" diameter in size and various stages of decomposed earth base. 4. Filter Fabric: Fabric shall be 'Mirascape', non -woven needle punched fabric made from polypropylene, non -biodegradable, inert to soil chemicals, acids and alkalines over a pH range of 3 - 12, as manufactured by MIRAR Inc., or approved equal. 5. 'Stabilizer' Binder additive to be provided by: Stabilizer Solutions 1(800) 336-2468; www.stabilizersolutions.com Blend to be 12 - 16 tbs. of Stabilizer per ton of Decomposed Granite, thoroughly mixed throughout. 6. Provide grade stakes at 10 foot centers to insure grade points indicated on drawings are met. Insure scope of subgrade and finish surface meets cross sections indicated in details. 7. Prepare subgrade by excavating existing material soils to a maximum depth of 4". 8. After excavation, rototill or scarify top 1 inch of subgrade and compact to 95% standard proctor using double drum, single drum or automatic hand tampers. 9. Install filter fabric in bottom of excavation to limits of path. 10. Place four (4) inches of Decomposed Granite with 'Stabilizer' Binder over a dry sub -base Do not install on wet sub -base. Provide compaction of material to maximum limits with automatic hand tampers in one inch lifts, unless noted otherwise on details. Compact to achieve a tight material matrix. 11. Provide two (2) 20 lbs. bags of pre -mixed Decomposed Granite for future use in repair and maintenance. 12. The Contractor shall construct a sample panel X-0" x X-0" on site, at no expense to the Owner, for approval by the Landscape Architect/Owner prior to commencing work. CURTIS GROUP ARCH ITECTS Q X W Z O z � Q o X w � a z W z z W U W 0 C!� I ISSUE FOR PERMIT 28 AUGUST 2018 PROJECT #CGA 1721 Landscape Details S H E E T Ll m02 EXTERIOR DESIGN SELECTIONS AS01 ALUM NUMFRAMED STOREFRONT FINISH: DARK BRONZE CLAY FACING BRICK BROI MANUFACTURER: HEBRON SIZE: UTILITY COLOR: SILVERADO-VELOUR FINISH BONDPATtERN STACK BOND JOINT SPACING. 3R' GROURCOLOR.CUSTOM.TBD GL01 1' INSUTATEU GLAZING: VISION MANUFACTURER. GUARDIAN PRODUCT SUMMAND SN540N GRAY GU02 1' INSULATED GLAZING: SPANDREL MANUFACTURER: GUARDIAN PRODUCT SUNGUARD SN56 ON GRAY FRIT: WARM GRAY FRR; 100% COVERAGE ON IN SURFACE WWI METALCOMPoSITEMNTERALWALLPANELS MANUFACTURER REYNOBOND INSTALLATION RANSOMER SYSTEM FINISH COLOR CLASSIC BRONZE MPOI CONCEALED FASTENER METAL PANEL SYSTEM FOR SOFFITS MANUFACTURER PACLLAO PRODUCT. FLUSH NARROWVENTPANELS SIZE: P DEEP; IT VIDE PANELS FINISH COLOR: STONE WHITE WON MANUFACTURED STONE VENEER MANUFACTURER: CREATIVE MINES STYLE: CRAFT INNER PIECE COLOR: ENLIGHTEN BONDPATTERN: SEE ELEVATIONS JOINT SPACING: LB' GROUT COLOR: CUSTOM -TSO MEDZ MANUFACTURED STONE VENEER MANUFACTlI2ER: CREATIVE MINES STYLE: CRAFT SPLIT MODULAR COLOR: POWDER JOINT SPACING:17-MRY STACK) GROUTCOLOR: CUSTOM-TBD MI EXTERIOR PAINT COLOR: MATCH DARK BRONZE ALUMINUM BUSH SHEET METAL TRIM- PREFINISHED ALUMINUM FINISH: DARK BRONZE (MATCH AS01) SM02 SHEET METAL TRIM- PREFINISHED ALUMINUM FINISH: CUSTOM COLOR TED-MATCH MSOL TIMM THIN BRICK VENEER MANUFACTURER: ENDICOTT SIZE: NORMAN-SIB'THICK COLOR: MEDIUM IRON$POT#T]-SMOOTH FINISH BOND PATTERN: VERTICAL I. 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I GL-._ - 8 xxx-------= ... !ICI IIIIIIII I:� ----x==-==_= Y E _ p�s =0°sez -- --e__ x� EE---_E - ssi-- FEexelm:E--:hi --- ":E3- iE-:I i':E3i hi 6i: oc-�i_I_. - dl 1�141 ����■ . ,I ��'=■'ll 'LLLLL ■ _ Y_I ■�� :.u1■i■'■!''::SIIIIIII11111151 =�� Illldly�x�,-■FEE 1-= gExxx■-= _ x�� ='i■-!'c:E3i■-i2a° -- - _��!•�II ___ i■-=:__�E_■ail■ii■i3B_E_�_ y-`b ,. .. 9011t4 tl`'61i�=lhhhllil4l.-- 111:3= eE E:IxEx_r -1-= - _ e �" e ivxo--.___•- ! -ei '--• iE3 =s �I. �I . I■I� x�xoa xx e_ u■ 4h. :■■IIIII ��I�' ■IIhryI I'---=_ Fail _E cxxs e-E-= EEEE� ' a a 1•oi IE_ci 3 :cx c _-•iIIII I-_ xxx- -__x_x____ ' Illh eEF•®'.I..I--.II _ - __ ,� �.I -;.:fll xxxx=c• III®?c==_ !"�OOy�Fi■■I Ls�g�=®_m i�E'®IFEell®:3e =-�■�I _E'®i:xxx_x _ O e=_=_e EXTERIOR ..• sa>..hi ,i, Isle' lug" - EE5E _ I _- Il i-e=x ■� ■ '�I■ Eli'■ ilililllklil I ='i'----E�isw.l �:_.. �'..'■_ I I • • 1 THE CITY OF Aiftha AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Anna 455 Addition Blk A, Lot 2 Final Plat. SUMMARY: The Anna 455 Addition Blk A, Lot 2 Final Plat is located in the F. Daffau Survey, Abstract No. 288. The plat contains approximately 1.722 acres covering a section of land to the East of the Victoria Falls Center, just north of FM 455. The plat contains one lot that will be the future site of the Deep Roots Montessori School. A drainage letter from the engineer is attached which states that no downstream drainage impacts exists. STAFF RECOMMENDATION: Approval of the Anna 455 Addition BlkA, Lot 2 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 11/9/2018 Exhibit 11/9/2018 Exhibit 11/9/2018 Exhibit R OWNER'S CERTIFICATE 0 0 30 0 15 30 60 1 inch = 30 ft. Basis of bearing derived from the State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983, (2011). LOCATION MAP LEGEND 0 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND CM CONTROL MONUMENT Esmt. EASEMENT (BTP) BY THIS PLAT R.O.W. RIGHT-OF-WAY Cab. CABINET Vol. VOLUME Pg. PAGE No. NUMBER FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM FLOOD INSURANCE RATE MAP Inst./Doc. INSTRUMENT OR DOCUMENT DRCCT DEED RECORDS, COLLIN COUNTY, TEXAS PRCCT PLAT RECORDS, COLLIN COUNTY, TEXAS OPRCCT OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS NOTES: 1. Basis of bearing derived from the State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983, (2011). 2. Selling a portion of this addition by metes and bounds is a violation of City ordinance and state law and is subject to fines and withholding of utilities and building permits. SURVEYOR'S CERTIFICATE I I � g I I�� Lot 1, Block N VICTORIA FALLS w Anna 455 Commercial, LP CENTER ADDITION Doc. No. 20121119001473760 DRCCT Doc. No. 2018-_ OPRCCT o 0 I� o I Iz" I 24' Firelane, Access, _ _ 5 88°5928" E 250.00' Utility, & Drainage Esmt. - - - - - _ _ _ Doc. No. 2018-____ 112" CIRF - - OPRCCT 15' Water Esmt. 116.05' L 12 20' Drainage & Water Esmt. 15' Water I L15 ------ Esmt. I -9 I I L10 I I I I �r I 15' Water Esmt. I Drainage & Detention Esmt. (Maintained by Property Owner) I I I L16 N F, DEF�A� �, 288 I I .t�ACT Sanitary Sewer Esmt. � L18 Doc. NOPRCC8 Drainage Esmt. 15' x 36' permanent water, - drainage, & son. sewer esmt. Doc. No. 20160923001277520 DRCCT I I I I in I i I O cc I Ln OI I JI 10 I LU I I -Q I Lot 2, Block A 3 `T 1.722 Ac. o� (75,001 S.F.) I Anna 455 Commercial, LP O i I l OO Doc. No. 20121119001473760 DRCCT Z I Firelane, Access, L5 and Utility Esmt. Lot 5, Block A I - VICTORIA FALLS CENTER ADDITION Advilas, LLC Doc. No. 2018- OPRCCT Doc. No. 20180131000125100 DRCCT 15' Sanitary I I Sewer Esmt. I I 24' Firelane, Access, Drainage, & Utility Esmt. I / Doc. No. 2018-____ OPRCCT / \ 15' 24' permanent fire lane, access, & utilities esmt. , 10.45' Doc. No. 20160106000016870 DRCCT N -T---------------------- 15' permanent water esmt. \ Ci �5 Wtr. _- EsmWatet Doc. No. 20160106000016850 �\ -L3� Esmt. DRCCT Firelane, Access, L4 o 20' Water Esmt. I- _ o Doc. No. 2018-____ and Utili Esmt OPRCCT Bross Mon. �, tr. Esmt. - - - - - _ v� 33.10' 25.22' N 88°59'28" W - 250.00' R.O.W. Dedication to State of Texas Doc. No. 20120420000461300 DRCCT R.O.W. Dedication to State of Texas Doc. No. 20120625000756960 DRCCT That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Anna, Texas. Dated this the day of , 2018. DARREN K. BROWN, R.P.L.S. NO. 5252 STATE OF TEXAS § COUNTY OF COLLIN § DARREN K. BROWN <.................... 5252_..................... ro O "S U R�•� BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. POINT OF BEGINNING CERTIFICATE OF APPROVAL WHITE STREET FARM TO MARKET ROAD 455 variable width R.O.W. Line Table Line # Bearing Distance L1 S 00'14'48" W 128.19' L2 N 01'00'32" E 25.00' L3 S 88'59'28" E 10.45' L4 N 00°14'48" E 10.59' L5 S 88'59'53" E 24.00' L6 N 01 °00'07" E 35.00' L7 S 01'00'32" W 35.00' L8 N 00'14'48" E 207.78' L9 N 88'59'28" W 114.23' L 10 N 43' 16'20" E 9.24' L I I N 43' 16'20" E 25.67' L 12 N 88'5928" W 105. 12' L13 S 00'15'33" W 56.84' L 14 N 00' 14'48" E 58.86' L 15 S 88'59'28" E 1 16.57' L 16 N 89'45' 12" W 1 15.80' L 17 S 01'00'32" W 57.32' L 18 S 45° 14'48 " W 13.61 ' APPROVED this day of 2018, by the City Council of the City of Anna, Texas GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2018. Mayor, City of Anna, Texas City Secretary Curve Table Curve # Length Radius Delta Chord Bearing Chord Dist. C 1 38.24' 30.00' 73'02'20" N 52'28' 17" W 35.71 ' C2 11.84' 20.00' 33°55'19" N 01'00'32 E 11.67' C3 7.80' 30.00' 14'53'56" N 25'25'10 E 7.78' C4 7.76' 30.00' 14'49'17" S 23'40'26" E 7.74' C5 2.06' 20.00' 34'32'40" S 01'00'32 W 11.88' C6 37.36' 30.00' 71'20'35" S 53'57'10 W 34.99' C7 47.13' 30.00' 90'00'26" N 46'00'20" E 42.43' C8 41.55' 30.00' 79'20'58" S 38'39'57" E 38.31 ' STATE OF TEXAS § COUNTY OF COLLIN § BEING a tract of land situated in the F. Deffau Survey, Abstract No. 288, City of Anna, Collin County, Texas, the subject tract being all of a tract conveyed to Advilas, LLC according to the deed recorded in Document Number 20180131000125100 of the Deed Records, Collin County, Texas (DRCCT), with the subject tract being more particularly described as follows: BEGINNING at a brass TxDOT monument found on the east line of Lot 9, Block B, The Falls Phase IA, an addition recorded in Cabinet 0, Page 615, Plat Records, Collin County, Texas, for the northwest corner of a right-of-way dedication to the State of Texas for Farm to Market Road 455, conveyed by deed recorded in Document No. 20120625000756960 DRCCT; THENCE N 00°14'48" E, 300.03 feet along the east line of Lot 9 to a 1/2" iron rod with plastic cap found at the subject tract northwest corner, and from said subject tract corner a 1/2" iron rod with plastic cap was found at the northeast corner of Lot 9 and bears N 00°09'55" E, 243.63 feet; THENCE S 88°59'28" E, 250.00 feet departing the east line of said Lot 9 to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set at northeast corner of the subject tract; THENCE S 00°14'48" W, 300.03 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set at southeast corner of the subject tract and being in the north line of said Farm to Market Road 455; THENCE N 88°59'28" W, 250.00 feet along the north line of said right-of-way to the POINT OF BEGINNING with the subject tract containing 75,001 square feet or 1.722 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT Advilas, LLC, acting herein by and through its duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA 455 ADDITION, LOT 2, BLOCK A, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and that he (they) shall maintain the some in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use. The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises, with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas WITNESS our hands this the day of 2018. ADVILAS, LLC By: Name: Title: STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the Notary Public, State of Texas OWNER/APPLICANT Advilas, LLC 905 St. Mark Drive Murphy, Texas 75094 Telephone: (817) 807-8080 Contact: Aruna Karthick ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, Texas 75075 Telephone: (972) 422-0077 TBPE No. F-2121 / TBPLS No. F-10043100 Contact: David Bond day of , 2018. FINAL PLAT ANNA 455 ADDITION LOT 2, BLOCK A 1"722 ACRES in the F. DA F]FAU SURVEY, ABSTRACT NO. 288 CITY OF ANNA, COLLIN COUNTY, TEXAS Current Zoning: PD for commerical uses Notary Public, State of Texas Scale: 1" = 30' March, 2018 SEI Job No. 17-138 NSPIRRS , E N G I N E E R I N G June 19, 2018 Mr. Joseph Johnson City of Anna — Public Works 3223 N. Powell Pkwy. Anna, TX 75409 RE: Drainage Certification Deep Roots Montessori Anna 455 Addition, Lot 2, Block A SEI Job No: 17-138 Dear Mr. Johnson: 765 CUSTER ROAD, SUITE 100 1 PLANO, TEXAS 75075 972.422.0077 I FAX 972.422.0075 TBPE NO. F-2121 I TBPLS NO. F-10043100 This letter addresses the above referenced project's impact on off -site drainage as required by City Ordinance, Part III A — Subdivision Regulations, Section 11.03(b). The drainage design of Deep Roots Montessori, Anna 455 Addition, Lot 2, Block A, will not exceed the design capacity in the post -development condition of the existing downstream system proposed in the Victoria Falls Center Addition project. The drainage design for the site has been completed in a manner compliant with City of Anna regulations and criteria. Therefore, the Deep Roots Montessori development, as designed, will not increase flood related damage on downstream properties during the 100-year design storm due to the development's impact on offsite drainage. Damage that may have occurred before the development was in place may still occur. This analysis does not consider other design storm frequencies. Please feel free to contact me if any questions at (972) 422-0077 or david.bond(o-)_spiarsengineerin_q com . Sincerely, Spiars Engineering, Inc. r David J. Bond, P.E. THE CITY OF Aiftha AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Anna Town Center Addition Block A, Lots 5-8 Final Plat. SUMMARY: The Anna Town Center Addition Block A, Lots 5-8 Final Plat is located in the Thomas Ratton Survey, Abstract No. 782, the W.S. Ratton Survey, Abstract No. 752, and the F.T. Duffau Survey, Abstract No. 288. The plat contains approximately 76.290 acres covering a section of land to the North of Walmart, on the East side of Highway 75. The plat contains four lots for future development. A drainage letter from the engineer is attached that no additional downstream impact are being created by this development. STAFF RECOMMENDATION: Approval of the Anna Town Center Addition Block A, Lots 5-8 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 11/20/2018 Exhibit 11/20/2018 Exhibit 11/20/2018 Exhibit I I I I PARCEL14 STATE OF TEXAS INST. NO. 20150213000160620 O.P.R.C.C.T. I 1/2" IRFC (GEER 4117) I I I I ALUM.TXDOT MON. FIND. I J I I a Z I W IN w a ,CC co UJ I z w a O I N LI m �I r-I N L18 L19 24' F.A.U.D.E. L8�� G22 L16 L22 G�� 117.71' Q V2" IRFC I L20 L10'X10' (GEER 4117) I W.E. BRS. N84°29'E, 2.74' I rnl I 10'X10'-) I rn W.E. 1/2" IRFC (GEER 4117) REMAINDER OF A CALLED 38.15 ACRES MJLA ADAMS, LTD. INST. NO. 20110505000462590 O.P.R.C.C.T. N89018'53"E 922.82' 862.81' BLOCK A, LOT 8 14.895 ACRES (648,821 SQ. FT.) CALLED 107.52 ACRES Q SEMINOLE ANNA TOWN CENTER, L.P. INST. NO. 20080128000100640 O.P.R.C.C.T. o � I m J I 24' F.A.U.D.E. INJ J to I 24' F.A.E. 10, X 10, I Cfl I W.E. L23 2.50' I _N I L27 10, W.E. L24 L 14 C, CID 17.11' L11 o G�0 5.00' IW o F.A.U.D.E. z I" I �co F.A.U.D.E I I V.A.M. LO Q I IN Q) l (B O C: C7 -_ LL !=n _V r C I_ LU I O co � c > � z Z W W U) W I w CALLED 4.068 ACRE I 3 STATE OF TEXAS INST. NO. 20170406000440860 io R.P.R.C.C.T. I I I o I I I 7 CD I oLID I UJ I "' I I 00 I `� I I z I I I 1 I I UJ I I I a U I I I w L38 I L37 I 10' D.E. w L36 J C24 / N / o/ G0 6 C36 GGJ X46.35' i � \I 6 '7.89' L 25' B.L. / o � 19.59 33.82' - �G�R/�N I N820 23 04 W 40.0' 100.47' G3 ELECTRIC AND ACCI I 25. B'L CITY C INST. NO. 201 V. . M .I N82°23'04"W I 100.47' 20' PERMANENT WATER EASEMENT CITY OF ANNA, TEXAS I INSTR. NO. 20150623000757320 R.P.R.C.C.T. i I M0) LIJ Z Cro I w I a I a I U I o I I N I I ALUM.TXDOT MON. FIND. in In 20' PERMANENT WATER EASEMENT CITY OF ANNA, TEXAS INSTR. NO. 20150623000757320 R.P.R.C.C.T. ALUM.TXDOT MON. FIND. 0 N I CALLED 107.52 ACRES Q SEMINOLE ANNA TOWN CENTER, L.P. INST. NO. 20080128000100640 O.P.R.C.C.T. BLOCK A, LOT 6 38.855 ACRES (1,692,504 SQ. FT.) 60.01' III �o II ne, II > I1 w o Uj o III III Im 0 r II ~ I� 0 75 -�I L'?1 ry C IN to of cn N II UD II �� �1100 o I 04 L, III CD U) J II " II II II III � -L34 _ L32 10'D.E. 10'D.E. 20'L.E L3 30.0' '- Lo 25' B.L. M - 14.16' N89°20'25"W 380.60' -26.08 61.20' 42.10' 230.10' V.A.M 30. 30.00' 0 5.8187 ACRES _ _o N89°20'59"W 410.23' -253,462 SQ. FT. o a 28.92' S89°20'59"E 380.35' 30.00' Oy.00 :32U.t9U' 3U.U1' ry 3/8" IRF W Q X w m �Z� Z �Qo >Q w CD > N Z}o Z � Lo LU Z N F-� UJ Z U aw13� WCOa O W Z 0 1.11' J Zl'191 R.O. W. CD 0.092 ACRE (4,001 SQ. FT.) V.A.M 30.0' 30,0' r RIGHT OF WAY 0)/ rn w I DEDICATION U� LID o I 0) (M CALLED 1.809 ACRES CITY OF ANNA, TEXAS 6 1 / o INST. NO. 20150623000757290 Z O.P.R.C.C.T. 110 1 V / 4 iS EASEMENT BLOCK A LOT 7 I / N ANNA, TEXAS )623000757300 / 1.724 ACRES / o CO O.P.R.C.C.T. o (75,105 SQ. FT.) �`- 71�/- /I/�6'° 10' D.E. L39 / }� 25.27' / I w C)Z �T C� / ZvU Q Z r IY o�Z0 0 }2Co / /Q5 I OQo w W F- m ^ / N / � Q)ILL I wCO 1 wui II II Zo I II II J m 60.0' R.O.W. I I }r o I 30.0' 30.0' I I N < 6 Z oEb .0 Ill 1 1 1 3r a_ Z z ui zO oa oIW0< I II Y UJ II II C) S II 10'D.E. L It' �Im I I I L �] 1:III BLOCK A, LOT 5 III III 14.894 ACRES CALLED 51.195 ACRES TWO-J PARTNERS, LLLP INST. NO. 20080509000562500 O.P.R.C.C.T. WOODEN POST S89020'45"E 3/8" IRF 165.07' (648,794 SQ. FT.) LO II II I I Lv I I 1 II _ao II I I J III ; III I N III 'b III II Z II II II I II I II I II II I C>; II, Ilm MATCH LINE - SEE SHEET 2 W I U N co LOT 3 BLOCK G CREEKSIDE PHASE 3 CAB. P, PG. 623 P.R.C.C.T. SHEET: SHEET 2 SHEET LAYOUT LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP INST. NO. INSTRUMENT NUMBER NTS NOT TO SCALE FIND. FOUND B.L. BUILDING LINE P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT V.A.M SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT F.A.U.D.E. FIRE LANE, ACCESS, UTILITY AND DRAINAGE EASEMENT F.A.E. FIRE LANE AND ACCESS EASEMENT L.E. LANDSCAPE EASEMENT GRAPHIC SCALE IN FEET 100 0 50 100 200 1" = 100' @ 24X36 VICINITY MAP GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. 3. See Sheet 2 of 3 for Line and Curve Data. FLOOD STATEMENT: According to Map No. 48085CO155 J dated June 2, 2009, of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, a portion of this property is located in Zone A, defined as a Special Flood Hazard Area (SFHA) Subject to Inundation by the 1 % Annual Chance Flood with No Base Flood Elevations determined. If this site is within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. Non -Residential Lot Table Lot No. Acreage 5 14.894 6 38.855 7 1.718 8 14.895 ROW DEDICATION 5.928 Total 76.290 BENCH MARK LIST TBM #1: Square with "X" cut on the northeast corner of a headwall at the northeast corner of the intersection of F.M. 455 (White Road) and the northbound frontage road of U.S. Hwy. 75 Elev. = 709.11 TBM #2: Railroad spike on the south side of a power on the east side of the northbound frontage road of U.S. Hwy. 75 approximately 1115 feet north of F.M. 455 (White Road). Elev. = 726.39 ANNA TOWN CENTER ADDITION FINAL PLAT OF BLOCK A, LOTS 5 - 8 76.290 ACRES OUT OF THE THOMAS RATTON SURVEY, ABSTRACT NO. 782, W.S. RATTON SURVEY, ABSTRACT NO. 752 AND F.T. DUFFAU SURVEY, ABSTRACT NO. 288 CITY OF ANNA, COLLIN COUNTY, TEXAS APRIL 2018 LO 0 M APPLICANT: Kimley-Horn and Associates, Inc. 13455 Noel Road, Suite 700 Dallas, TX 75240 Ph: 972.770.1300 Fax: 972.239.3820 Contact: Joe Fraccaro, PE I I I co I I I C') LJ j cc) I O I O I I z I I I I I CALLED 4.068 ACRE STATE OF TEXAS I INST. NO. 20170406000440860 I R.P.R.C.C.T. I I I I P.O.B. 5/8" IRFC "KHA" I I CALLED 4.068 ACRE STATE OF TEXAS INST. NO. 20170406000440860 I R.P.R.C.C.T. GENERAL NOTES: 5/8" IR ro c to MATCH LINE - SEE SHEET 1 C• 7 I_ I `' 1 v I In L6 I I I I I C) CD00 l 00 I I I I I � IMI lol I ��� I I a w I aco II II II II CO � CD II Z II J LU 0 0 WT N ffi1 � co b III N wal- I Ui co " I w 11 2Iw II W z� o CALLED 107.52 ACRES I I Y O I I Q o o Q SEMINOLE ANNA TOWN CENTER, L.P. I I O INST. NO. 20080128000100640 r O.P.R.C.C.T. I I 2 m I I a c~Q n Q I 1 1 1- III 0- ER _ 1 0' MANENT WATER v C ALLJ SEMENT CITY OF ANNA, TEXAS L45 R.P.R.C.C.T. R.C. 0. 0150623000757320 10' D.E. 1 k 60.0' R.O.W.JN I I I I F 30.0' 30.0' I� I� BLOCK A, LOT 5 14.894 ACRES (648,794 SQ. FT.) 1 ok �� I BLOCK A, LOT 6 38.855 ACRES \0 \\ w I (1,692,504 SQ. FT.) \�\ \ n C \ \\ Z Oz `o 0 0 \ m m \\ \ \\/� 20' L.E Y a I 10' D.E. e� �� W W' 5/8" IRFC "KHA" 20' WATER EASEMENT INST. NO. 20151103001390320 ----O.P.R.C.C.T. --------- - / /--- -N89°46'13"W-452.85' - - N89046'13"W 229.49' / / 1-----------_ _ SO013'47"W I I --� 13.00' 5/8" IRFC I I "KHA" I I LOT 2, BLOCK A I WALMART ANNA ADDITION VOL. 2017, PG. 549 P.R.C.C.T. I 1 LOT 3, BLOCK A WALMART ANNA ADDITION VOL. 2017, PG. 549 P.R.C.C.T. 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. FLOOD STATEMENT: According to Map No. 48085CO155 J dated June 2, 2009, of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, a portion of this property is located in Zone A, defined as a Special Flood Hazard Area (SFHA) Subject to Inundation by the 1 % Annual Chance Flood with No Base Flood Elevations determined. If this site is within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 10' ELECTRIC EASEMENT INSTR. NO. 20150602000647420 R.P.R.C.C.T. XF 20' L.E 10' W.E. �j\\ 20' WATER EASEMENT INST. NO. 20151103001390320 O.P.R.C.C.T. \ ' 5/8" IRFC I "KHA" - - - - - - - - - - - - - - - - - - - - - - 498.17' I 60.00' I I -_--------N89°46'13"W -773.34'-----I / I L �S0013'47"W 86.00' IAI ON SURVEY, ABSTRACT NO.75 THOMAS RATTON SURVEY, ABSTRACT NO. 782 APPROXIMATE LOCATION XF OF ABSTRACT LINE LOT 1, BLOCK A WALMART ANNA ADDITION VOL. 2017, PG. 549 P.R.C.C.T. I I� �I W J } � Q> m LLL IZO W �LD OCR G 0 se co 0 I= LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L3 N47°32'33"E 81.01' L15 N07°36'56"E 183.39' L30 N89°31'12"W 13.46' L42 N89°25'12"W 31.82' L4 N47°32'33"E 81.01' L16 N89°18'53"E 132.71' L31 N00°28'48"E 10.00, L43 N00°34'48"E 10.00, L5 N47°32'33"E 121.98' L17 S00°41'07"E 181.47' L32 S89°31'12"E 23.49' L44 S89°25'12"E 31.82' L6 N19°25'40"W 65.56' L18 N79°26'07"W 24.18' L33 N00°39'01"E 25.00' L45 S89°25'12"E 39.09' L7 N07°36'56"E 311.24' L19 S89°18'53"W 21.09' L34 S89°20'59"E 10.00, L46 N00°34'48"E 10.00, L8 N89°18'53"E 132.71' L20 S89°18'53"W 9.41' L35 S00°39'01"W 25.00' L47 S89°25'12"E 39.09' L9 S00°41'07"E 296.75' L21 N07°36'56"E 452.27' L36 S88°54'28"W 34.94' L48 N46°58'24"E 30.28' L10 S00°41'07"E 31.28' L22 N79°26'07"W 25.27' L37 N01°05'32"W 10.00, L49 N43°01'36"W 10.00, L11 N89°18'53"E 159.44' L23 N89°18'53"E 10.00, L38 N88°54'28"E 32.89' L50 S46°58'24"W 30.31' L12 N07°36'56"E 42.97' L24 N00°41'07"W 10.00, L39 S78°57'51"W 15.36' L13 N19°25'40"W 103.49' L27 N82°23'04"W 30.50' L40 N11°02'09"W 10.00, L14 N89°18'53"E 159.18' 1 L29 N07"36'56"E 333.90' L41 N78°57'51"E 1 25.58' 0 D o �� z OOLU F LL J J 7 'U I O < U o� �m LL a Qo I 40' DRAINAGE I EASEMENT 1 215.17" I 5/8" IRSC J 5/8" IRFC "KHA" I I CALLED 107.52 ACRES Q SEMINOLE ANNA TOWN CENTER, L.P. INST. NO. 20080128000100640 O.P.R.C.C.T. N LOT 3 BLOCK G CREEKSIDE PHASE 3 CAB. P, PG. 623 P.R.C.C.T. 100,00, / 000, / / I 00 \� N ^ ZONE A 04 / (1 % ANNUAL / CHANCE FLOOD j PLAIN) M / o / LOT 3 BLOCK G (/ CREEKSIDE PHASE 3 do CAB. P, PG. 623 / P.R.C.C.T. / I � / I / 1 � 1 ` 3 / 36 / 35 34 1 I I � � I I I � I / I / ZONE A / (1%ANNUAL \ 31 / CHANCE FLOOD PLAIN) I ` 30 I � I LOT 2 BLOCK G 1 29 �\ CREEKSIDE PHASE 2 CAB. P, PG. 60 P.R.C.C.T. % t'OV27 1 � / 26 �) J 25 ' ` 1 24 \ II 1 i SHEE SHEET 2 SHEET LAYOUT VICINITY MAP GRAPHIC SCALE IN FEET 100 0 50 100 200 1 " = 100' @ 24X36 CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 44°10'38" 325.00' 250.59' N75°31'37"E 244.43' C26 13'27'18" 66.00' 15.50' S25°43'38"E 15.46' C2 44'10'38" 365.00' 281.43' N75°31'37"E 274.51' C27 20"19'53" 103.47' 36.72' S08°39'25"E 36.52' C3 44'10'38" 405.00' 312.27' N75°31'37"E 304.59' C28 90°00'00" 30.00' 47.12' N45°41'07"W 42.43' C4 37'12'43" 325.00' 211.08' S72°02'39"W 207.39' C29 81°41'57" 30.00' 42.78' S48°27'54"W 39.24' C5 37'12'43" 365.00' 237.06' S72°02'39"W 232.91' C30 27°02'36" 30.00' 14.16' S05°54'22"E 14.03' C6 3712'43" 405.00' 263.04' S72°02'39"W 258.44' C31 26°34'28" 30.00' 13.91' S32°42'54"E 13.79' C7 47°16'06" 335.00' 276.37' N23°54'30"E 268.60' C32 98'18'03" 30.00' 51.47' S41°32'06"E 45.39' C8 47°03'45" 365.00' 299.81' N24°00'40"E 291.45' C33 81 °41'57" 30.00' 42.78' S48°27'54"W 39.24' C9 47°03'45" 395.00' 324.45' N24°00'40"E 315.41' C34 90°00'00" 30.00' 47.12' N45°41'07"W 42.43' C10 46°57'45" 335.00' 274.58' S24°03'40"W 266.96' C35 90°00'00" 30.00' 47.12' N44°18'53"E 42.43' C11 46°57'45" 365.00' 299.17' S24°03'40"W 290.87' C36 44°36'19" 30.00' 23.36' N10°09'07"W 22.77' C12 46°57'45" 395.00' 323.76' S24°03'40"W 314.77' C13 48°52'40" 335.00' 285.78' S23°51'32"E 277.19' C14 48°52'40" 365.00' 311.37' S23°51'32"E 302.02' C15 48°52'40" 395.00' 336.97' S23°51'32"E 326.84' C16 48°31'39" 335.00' 283.74' N24°02'02"W 275.33' C17 48°31'39" 365.00' 309.14' N24°02'03"W 299.98' C18 48°31'41" 395.00' 334.55' N24°02'02"W 324.64' C19 42°28'31" 335.00' 248.35' N26°18'17"E 242.70' C20 72°49'24" 30.00' 38.13' N16°59'02"E 35.61' C21 27°02'36" 54.00' 25.49' S05°54'22"E 25.25' C22 81 °41'57" 54.00' 77.00' S48°27'54"W 70.64' C23 90°00'00" 54.00' 84.82' N45°41'07"W 76.37' C24 12°44'09" 100.00' 22.23' S07°03'12"E 22.18' C25 60°54'08" 30.00' 31.89' S43°52'20"E 30.41' LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND IRFC IRON ROD FOUND WITH CAP IRSC IRON ROD SET WITH CAP INST. NO. INSTRUMENT NUMBER NTS NOT TO SCALE FIND. FOUND B.L. BUILDING LINE P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS XS "X" CUT IN CONCRETE SET XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT V.A.M SIGHT VISIBILITY EASEMENT U.E. UTILITY EASEMENT F.A.U.D.E. FIRE LANE, ACCESS, UTILITY AND DRAINAGE EASEMENT F.A.E. FIRE LANE AND ACCESS EASEMENT L.E. LANDSCAPE EASEMENT APPLICANT: Kimley-Horn and Associates, Inc. 13455 Noel Road, Suite 700 Dallas, TX 75240 Ph: 972.770.1300 Fax: 972.239.3820 Contact: Joe Fraccaro, PE ANNA TOWN CENTER ADDITION FINAL PLAT OF BLOCK A, LOTS 5 - 8 76.290 ACRES OUT OF THE THOMAS RATTON SURVEY, ABSTRACT NO. 782, W.S. RATTON SURVEY, ABSTRACT NO. 752 AND F.T. DUFFAU SURVEY, ABSTRACT NO. 288 CITY OF ANNA, COLLIN COUNTY, TEXAS APRIL 2018 a LO 0 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF COLLIN WHEREAS Q SEMINOLE ANNA TOWN CENTER, LP and the CITY OF ANNA, TEXAS are the sole owners of the following described tract of land: BEING a tract of land situated in the Thomas Ratton Survey, Abstract No. 782, and the W.S. Ratton Survey, Abstract No. 752, City of Anna, Collin County, Texas, and being a portion of a called 107.52-acre tract of land conveyed to Q Seminole Anna Town Center, L.P., as evidenced in Special Warranty Deed with Vendor's Lien recorded in Instrument No. 20080128000100640, Official Public Records of Collin County, Texas and all of a called 1.809-acre tract of land conveyed to the City of Anna, Texas, as evidenced in a Deed of Dedication of Land for Public Use, recorded in Instrument No. 20150623000757290, Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with plastic cap stamped with "KHA" found for the northwest corner of Lot 1, Block A of Wal-Mart Anna Addition, an addition to the City of Anna according to the plat thereof recorded in Volume. 2017, Page 549 of the Plat Records of Collin County, Texas, same being on the easterly right of way line of U. S. Highway 75 as described in an Agreed Final Judgement to the State of Texas, Case No. 002-00750-2015, recorded in Instrument No. 20170406000440860, Real Property Records of Collin County, Texas; THENCE along the easterly right-of-way line of said U.S. Highway No. 75 as described in said Judgement, the following courses: North 07°36'56" East, a distance of 544.30 feet to a 5/8-inch iron rod found for corner; North 09°1 T08" East, a distance of 600.56 feet to an aluminum TXDOT right-of-way monument found for corner; North 05°48'36" East, a distance of 500.10 feet to an aluminum TXDOT right-of-way monument found for corner; North 07°36'48" East, a distance of 1,262.58 feet to an aluminum TXDOT right-of-way monument found for the northeast corner of said 4.068-acre tract, same being on the northerly line of said 107.52-acre tract, same being on the southerly line of a called 38.15-acre tract of land conveyed to MJLA Adams, Ltd., as evidenced in Special Warranty Deed recorded in Instrument No. 20110505000462590 of the Official Public Records of Collin County, Texas, same being the southeast most corner of a tract of land described as Parcel 14, conveyed to the State of Texas, as evidenced in Deed recorded in Instrument No. 20150213000160620 of the Official Public Records of Collin County, Texas; THENCE North 89018'53" East, departing the easterly right-of-way line of said U.S. Highway No. 75, along the northerly line of said 107.52-acre tract, and along the southerly line of said Parcel 14 and said 38.15-acre tract, a distance of 922.82 feet to a 3/8-inch iron rod found for the northerly northeast corner of said 107.52-acre tract, same being the southerly southeast corner of said 38.15 acre tract, on the westerly line of a called 51.195-acre tract of land conveyed to Two-J Partners, LLLP, as evidenced in Quitclaim Deed recorded in Instrument No. 20080509000562500 of the Official Public Records of Collin County, Texas; THENCE South 00°28'48" West, along the easterly line of said 107.52-acre tract and along the westerly line of said 51.195-acre tract, a distance of 1549.17 feet to a wooden corner post found for an ell corner on the easterly line of said 107.52-acre tract, same being the southwest corner of said 51.195-acre tract; THENCE South 89020'45" East, along the northerly easterly line of said 107.52-acre tract, and along the southerly line of said 51.195-acre tract, a distance of 165.07 feet to a 3/8-inch iron rod found for the easterly northeast corner of said 107.52-acre tract, same being the northwest corner of Lot 3, Block G of Creekside Phase 3, an addition to the City of Anna according to the Plat thereof recorded in Cabinet P, Page 623 of the Plat Records of Collin County, Texas; THENCE South 00'13'51" West, departing the southerly line of said 51.195-acre tract, along the easterly line of said 107.52-acre tract, and along the westerly line of said Lot 3, Block G, the westerly line of Lot 2, Block G of Creekside Phase 2 an addition to the City of Anna, according to the Plat thereof recorded in Cabinet P, Page 60 of the Plat Records of Collin County, Texas, a distance of 1248.17 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for a corner; THENCE North 89'46'13" West, departing the easterly line of said 107.52-acre tract, the westerly line of said Lot 2, Block G, crossing said 107.52-acre tract, passing at a distance of 215.17 feet, a 5/8-inch iron rod with plastic cap stamped "KHA" found for the northeast corner of Throckmorton Boulevard, a 60' wide right of way as created in aforesaid Wal-Mart Anna Addition, continuing along the northerly terminus of said Throckmorton Boulevard and the northerly line of aforesaid Lot 1, Block A of Wal-Mart Anna Addition, a total distance of 773.34 feet to a 5/8 inch iron rod with plastic cap stamped with "KHA" found for corner; THENCE South 00°13'47" West, continuing along the northerly line of said Lot 1, Block A, a distance of 86.00 feet to a 5/8-inch iron rod with plastic cap stamped with "KHA" set for corner; THENCE North 89'46'13" West, continuing along the northerly line of said Lot 1, Block A, a distance of 452.85 feet to a 5/8-inch iron rod with plastic cap stamped with "KHA" set for corner; THENCE South 00°13'47" West, continuing along the northerly line of said Lot 1, Block A, a distance of 13.00 feet to a 5/8-inch iron rod with plastic cap stamped with "KHA" set for corner; THENCE North 89°46'13" West, continuing along the northerly line of said Lot 1, Block A, a distance of 229.49 feet to the POINT OF BEGINNING and containing 76.290 acres (3,323,171 square feet) of land, more or less. OWNER'S CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT Q SEMINOLE ANNA TOWN CENTER, LP and the CITY OF ANNA, TEXAS; acting herein by and through their duly authorized officers, do hereby adopt this plat designating the hereinabove described property as ANNA TOWN CENTER ADDITION, BLOCK A, LOTS 5-8, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface and that they shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating "Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire Department and emergency use. The undersigned does covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of General Public vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, and across said premises, with the right and privilege at all times of the City of Anna, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand at Q Seminole Anna Town Center, L.P. By: this the day of , 20 (Print Name) STATE OF TEXAS § § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Michael B. Marx Registered Professional Land Surveyor Texas Registration No. 5181 Kimley-Horn and Associates, Inc. 5750 Genesis Court, Suite 200 Frisco, TX 75034 (972) 335-3580 michael.marx@kimley-horn.com STATE OF TEXAS § § COUNTY OF § PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY �DOCUMENT Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Michael B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this 20 STATE OF TEXAS § Notary Public in and for the State of Texas § COUNTY OF § Printed Name Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared of Q Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this Notary Public in and for the State of Texas Printed Name My Commission Expires BY: City of Anna, Texas STATE OF TEXAS § COUNTY OF COLLIN § day of (Print Name) 20 Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared of Q Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this Notary Public in and for the State of Texas Printed Name My Commission Expires day of 20 My Commission Expires day of Approved this day of the City Council of the City of Anna, Texas. Mayor City Secretary 2018, by ANNA TOWN CENTER ADDITION FINAL PLAT OF BLOCK A, LOTS 5 - 8 76.290 ACRES OUT OF THE THOMAS RATTON SURVEY, ABSTRACT NO. 782, W.S. RATTON SURVEY, ABSTRACT NO. 752 AND F.T. DUFFAU SURVEY, ABSTRACT NO. 288 CITY OF ANNA, COLLIN COUNTY, TEXAS APRIL 2018 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved APPLICANT: Kimley-Horn and Associates, Inc. 13455 Noel Road, Suite 700 Dallas, TX 75240 Ph: 972.770.1300 Fax: 972.239.3820 Contact: Joe Fraccaro, PE Kimley O Horn October 5, 2018 Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway P.O. Box 776 Anna, TX 75409 RE: Anna Town Center, Phase 2 Infrastructure Plans — Response to City Ordinance 11.03(b) — Off -Site Drainage Dear Mr. Johnson This letter is in response to City comments submitted via email on May 31, 2018. Specifically, this letter addresses the above referenced project's impact on off -site drainage as required by City Ordinance 11.03(b). Kimley-Horn prepared "Chief Partners Drainage Study" (October 20, 2014) in accordance with City of Anna drainage requirements (which references the City of Plano Drainage Manual). The design storm included in the analysis is the 100-year storm with a 24-hour duration, with a frequency storm distribution. The analysis does not consider other rainfall event frequencies or durations. Anna Town Center Phase 2 Infrastructure improvements are located within the study area. The "Chief Partners Drainage Study" shows no increases in peak flows, velocities, or water surface elevations are expected downstream of the development during the design storm. Therefore, the development as designed will not increase flood -related damage on downstream properties during the design storm due to the development's impact on off -site drainage. Damage that may have occurred before the development was in place may still occur. In addition to the above, Anna Town Center Phase 2 Infrastructure is designed to convey storm water runoff to a proposed 10'x8' storm drain outfall to Throckmorton Creek. The proposed improvements include permanent erosion control measures at the storm sewer outfall. Hydraulic calculations for the storm sewer system are included within the plan to illustrate the system is adequately sized to accept undetained runoff of a similar or lesser storm from future development within the Anna Town Center Phase 2 development. Kimley-Horn understands that the analysis summarized above and included in the "Chief Partners Drainage Study" is sufficient to meet the requirements of City of Anna Ordinance 11.03(b). Please contact me at (972) 770-1368 or ioe.fraccaroO-kimlev-horn.com should you have any questions. Joseph A. Fraccaro, P.E. Project Manager THE CITY OF Anha AGENDA ITEM: Item No. 10. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke A) Conduct a public hearing to consider public comments regarding a request by Clint Richardson, the representative for Craig Curry, the owner of the property. The property is currently zoned Agriculture (AG). The owner requests to replace the existing zoning to a proposed Planned Development for mixed use. The property is located at the Northwest corner of Highway 5 and Rosamond Pkwy. B ) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owner of the property to replace the existing zoning with a new Planned Development zoning. �411IT, IL The proposed zoning case is a mixture of three different lots sizes. A maximum of 40 percent are 6,000 sq. ft., a maximum of 45 percent are 7,200 sq. ft. and the remainder are 8,400 sq. ft. or larger. A retail component is also present at the intersection of Powell Parkway with Rosamond Pkwy. and at the intersection of West Crossing Blvd with Rosamond Pkwy. The applicant is committing significant elements that conform to the Neighborhood Design Committee work to date such as divided landscape entrances, an amenity center as an interior subdivision focal point and landscape strips adjacent to thoroughfares. STAFF RECOMMENDATION: Approval of the proposed Planned Development. ATTACHMENTS: Description Upload Date Type Location Map 11 /20/2018 (Exhibit Proposed Planned Development 11/29/2018 Exhibit Concept Plan 11/29/2018 Exhibit EXHIBIT "C" STATE HIGHWAY 5 / ROSAMOND PLANNED DEVELOPMENT DISTRICT PLANNED DEVELOPMENT STANDARDS Except as otherwise set forth in these Development Standards, this Planned Development District shall conform to any and all applicable articles and sections of the Anna Zoning Ordinance as it presently exists or may be amended. A. Single Family Residential Permitted Uses: Uses shall be permitted according to Appendix 2 of the City of Anna Zoning Ordinance, Schedule of Uses for the SF-72 Single Family Residential zoning district. Total Permitted Units: The maximum number of Single Family Residential units permitted within the property shall be four hundred eighty (480). Lot Types: A mix of Single Family Residential types shall be provided within the community to provide a variety of housing options. The community shall be developed utilizing the following Lot Types: • Type A Lots • Type B Lots • Type C Lots Area and Building Regulations: Type A Lots: A maximum of 208 lots of this type shall be allowed within the overall PD. 1. Size of Yards: Minimum Front Yard: Twenty-five (25) feet. Minimum Side Yard: Six (6) feet; fifteen (15) feet on corner adjacent to street. Minimum Rear Yard: Twenty (20) feet. 9 Si7P of I MR' Minimum Lot Area: Six thousand (6,000) square feet. Minimum Lot Width: Fifty-two (52) feet; except for lots at the terminus of a cul-de-sac, on a corner, or along a curve may have a width of forty-eight (48) feet at the front building line; provided all other requirements of this section are fulfilled. Minimum Lot Depth: One hundred ten (110) feet; for lots at the terminus of a cul-de- sac, on a corner, backing to a turn lane, or along a curve may be a depth of one hundred (100) feet, measured at the midpoints of the front and rear lot lines provided all other requirements of this section are fulfilled. 3. Minimum Dwelling Area: One thousand six hundred (1,600) square feet. 4. Maximum Building Height: Two and a half (2 '/2) stories, no greater than thirty-five (35) feet. 5. Maximum Lot Coverage: Fifty-five (55) percent. Type B Lots: A maximum of 234 lots of this type shall be allowed within the overall PD. 1. Size of Yards: Minimum Front Yard: Twenty-five (25) feet. Minimum Side Yard: Six (6) feet; fifteen (15) feet on corner adjacent to street. Minimum Rear Yard: Twenty (20) feet. 2. Size of Lots: Minimum Lot Area: Seven thousand two hundred (7,200) square feet. Minimum Lot Width: Sixty-two (62) feet; except for lots at the terminus of a cul-de-sac, on a corner, or along a curve may have a width of fifty-eight (58) feet at the front building line; provided all other requirements of this section are fulfilled. Minimum Lot Depth: One hundred ten (110) feet; except for lots at the terminus of a cul-de-sac, on a corner, backing to a turn lane, or along a curve may have a depth of one hundred (100) feet, measured at the midpoints of the front and rear lot lines provided all other requirements of this section are fulfilled. Page 1 of 4 3. Minimum Dwelling Area: One thousand eight hundred (1,800) square feet. 4. Maximum Building Height: Two and a half (2'/2) stories, no greater than thirty-five (35) feet. 5. Maximum Lot Coverage: Fifty (50) percent Type C Lots: The remaining lots within the overall PD shall be of this type. 1. Size of Yards: Minimum Front Yard: Twenty-five (25) feet. Minimum Side Yard: Six (6) feet; fifteen (15) feet on corner adjacent to street. Minimum Rear Yard: Twenty (20) feet. 2. Size of Lots: Minimum Lot Area: Eight thousand four hundred (8,400) square feet. Minimum Lot Width: Seventy (70) feet; except for lots at the terminus of a cul-de-sac, on a corner, or along a curve may have a width of sixty-five (65) feet at the front building line; provided all other requirements of this section are fulfilled. Minimum Lot Depth: One hundred ten (110) feet; except for lots at the terminus of a cul-de-sac, on a corner, backing to a turn lane, or along a curve may have a depth of one hundred (100) feet, measured at the midpoints of the front and rear lot lines provided all other requirements of this section are fulfilled. 3. Minimum Dwelling Area: Two thousand (2,000) square feet. 4. Maximum Building Height: Two and a half (2'/2) stories, no greater than thirty-five (35) feet. 5. Maximum Lot Coverage: Forty-five (45) percent. Additional Residential Standards: The following items shall be implemented for the Single Family Residential land area: 1. At least 40% of the total centerline length of all streets within the community shall be curvilinear in design. 2. A ten foot (10') privately maintained landscape buffer shall be provided outside of and along the right-of-way of all major thoroughfares. This landscape buffer shall be provided in lieu of additional lot depth for lots backing to the major thoroughfares. 3. A minimum six foot (6') tall masonry screening wall shall be constructed at the outside boundary of the landscape buffer adjacent to homes that back or side to major thoroughfares. A wall maintenance easement five (5) feet in width shall be dedicated on adjacent properties at the time of platting of these properties. 4. Wooden fencing of a uniform design shall be constructed along the rear or side lot lines of homes adjacent to streets within the interior of the community. 5. Ornamental metal fencing shall be constructed along the rear or side lot lines of homes adjacent to open space. Lots adjacent to linear open spaces along streets are exempt from this requirement. 6. The proposed planned development district will incorporate open space areas for the use and enjoyment by the residents of the development and the surrounding community. These open space areas shall have a minimum total of ten (10) acres and may be distributed throughout the development. The open space areas may include, but not be limited to, natural drainage ways, landscaped detention areas, amenity center facilities, open play areas, landscaped buffers, linear open spaces along streets, and linear pedestrian ways. 7. An amenity center facility shall be provided within the proposed community. Construction of the amenity center facility shall be completed prior to the issuance of a building permit for the two - hundred twentieth (220t") home within the community. The amenity center facility shall have a minimum site area of 1.3 acres and shall include a swimming pool, a bathroom facility, and convenience parking. The amenity center facility shall also include a minimum of three (3) of the following elements: • Playground facility • Pavilion, arbor, or pergola • Sports court • Open play area • Outdoor grilling station • Connections to trails within the community and the surrounding areas • Other amenities as approved by the Director of Planning Page 2 of 4 8. Driveways shall incorporate an enhanced paving treatment consisting of salt finished concrete and/or brick borders. 9. Garage doors shall contain a minimum of two (2) of the following enhancements: • Garage door recessed a minimum of twelve (12) inches from the garage face • Cedar / wood clad doors • Double doors • Decorative windows • Decorative hardware • Stamped reveals / texture B. Non -Residential Retail — Permitted at up to two (2) corners at the intersection of Rosamond Parkway and West Crossing, with a minimum total acreage of four (4) acres. If the Retail development area exceeds the minimum acreage, the Total Permitted Units shall be reduced proportionately at a rate of 3.5 units / net acre of Retail development for that portion above the minimum acreage. General Description: Retail may be developed at either or both corners at the intersection of West Crossing and Rosamond Parkway. These areas are primarily intended to accommodate retail, commercial and service centers that supply the surrounding residential areas with convenience goods and services. Permitted Uses: Uses permitted within the Retail tract(s) are those permitted within the "C-1 — Restricted Commercial' district of the current Zoning Ordinance at the time of adoption of this ordinance. Regulations: The Retail tract(s) shall be developed in accordance with the regulations established for the "C-1 — Restricted Commercial' district of the Zoning Ordinance, as presently existing or as they may be amended. Commercial — Permitted at the intersection of State Highway 5 and Rosamond Parkway with a minimum acreage of eight (8) acres and a maximum of twenty (20) acres. General Description: Commercial shall be developed at the northwest corner of State Highway 5 and Rosamond Parkway. This area is intended to establish the ability to develop significant retail, commercial, service, and offices uses serving regional and city-wide needs. Permitted Uses: Uses permitted within the Commercial tract are those permitted within the "C-1 — Restricted Commercial' district of the current Zoning Ordinance at the time of adoption of this ordinance as well as the following listed uses. Uses followed by an S may be approved as a Specific Use Permit. • Motel, motor hotel, or motor lounge • Hospital (acute care) • Rest home or nursing home • Auto repair, minor • Car wash • Tire dealer (no outside storage) • Discount, variety, or department store • Laboratory, medical or dental • Office -showroom / warehouse S • Service, retail • Veterinarian clinic (outside pens) S • Washateria Page 3 of 4 Commercial Regulations: Except as amended below, the Commercial tract shall be developed in accordance with the regulations established for the "C-1 — Restricted Commercial" district of the Zoning Ordinance, as presently existing or as they may be amended. 1. Maximum Building Height: Thirty-five (35) feet. 2. Maximum Lot Coverage: Seventy (70) percent. Additional Non -Residential Standards: The following items shall be implemented for the Non -Residential land area: 1. A minimum six foot (6') tall masonry screening wall shall be constructed along the common property line with the Single Family Residential district. A wall maintenance easement five (5) feet in width shall be dedicated on adjacent properties at the time of platting of these properties. 2. The construction of the masonry screening wall shall only be required adjacent to that specific property that is to be developed, whether the development is Non -Residential or Single Family Residential. Page 4 of 4 7p"10osed Hike and Bike Trail Extension a ANNA HIGH SCHOOL EST i • � • • i • ! • iP E LOTO N i i • i i 11111 LAND SOLUTIONS • a 16% • [Mon umentatian F jsam=ond Parkway CONCEPT PLAN Anna, Texas 158 Acres Greater Texas Land Resources R nary Mvnumentat1on ....... �XA J� 04014''�iA LYA ME I nII M IV FRIIUATIZ= ASV I JAB Ill I L- �5� H JC01 Qonumentation 0 200' 400' 600" GRAPHIC SCALE THE CITY OF Anna AGENDA ITEM: Item No. 11. Planning Commission Agenda Staff Report Meeting Date: 12/3/2018 Staff Contact., Maurice S chwanke Consider action to approve minutes of the November 5, 2018 Planning and Zoning meeting. STAFF RECOMMENDATION: Approve the minutes. ATTACHMENTS: Description Upload Date Type November 5, 2018 Meeting Minutes 11 /20/2018 Exhibit MINUTES PLANNING AND ZONING COMMISSION November 5, 2018 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on November 5, 2018, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:01 pm. Members present were Sandy Setliff, Don Callaham, Wayne Barton, Janine Johnson, Donald Henke, Leslie Voss, and Danny Ussery. Staff present was Maurice Schwanke and Alexis Vanderslice. 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 Chandler Development Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The Chandler development plat is located within Anna's extra territorial jurisdiction and generally known as 9165 Quail Creek Run. The tract is in the Joseph Slater Survey, Abstract No. 868 and contains 2.414 acres of land. The owner is proposing to put a manufactured home and a metal shop on the property. A motion was made by Commissioner Henke, seconded by Commissioner Ussery 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 Don Collins, the owner of the property. The property is currently zoned Agricultural (AG). The owner requests to replace the existing zoning to Light Commercial (C-1). The property is located at the Northwest corner of the intersection of Highway 75 and FM 455 (White St). It is on the East side of the future Standridge Blvd. The public hearing opened at 7:06 pm. Mr. Schwanke gave a brief presentation of the history of the property, the proposed plans for property and its surrounding tracts, and why the staff recommends approval of the zoning request. Brad Feldkamp represented the nearby gas station and truck stop and asked for clarification on what the proposed Light Commercial (C-1) zoning would allow for that area. The public hearing was closed at 7:10 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the owner of the property to replace the existing zoning with Light Commercial (C-1). A motion was made by Commissioner Callaham to approve the zoning request, seconded by Commissioner Setliff. The vote was unanimous. 5. Consider/Discuss/Action on recommendation regarding the Avery Pointe Phase 5 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the Francis T. Duffau Survey, Abstract No. 288. The plat contains approximately PZ Minutes 11-05-18 Page 1 of 2 11-05-18 24.509 acres covering a section of land on the Southwest corner of Ferguson Pkwy and Avery Pointe Dr, just north of FM 455, that will consist of 129 lots. A motion was made by Commissioner Ussery, seconded by Commissioner Voss to recommend approval of the final plat. The vote was unanimous. 6. Consider/Discuss/Action on recommendation regarding the West Crossing Phase 9 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the Henry Brantly Survey, Abstract No. 71. The plat contains approximately 21.854 acres covering a section of land to the North of West Crossing Ph 7 that will consist of 107 lots. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to recommend approval of the final plat. The vote was unanimous. 7. Consider/Discuss/Action on recommendation regarding the West Crossing Phase 11 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the Henry Brantly Survey, Abstract No. 71 and the G. Morrison Survey, Abstract No. 559. The plat contains approximately 17.798 acres covering a section of land to the North of West Crossing Phase 9 and that will consist of 88 lots. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to recommend approval of the final plat. The vote was unanimous. 8. Consider action to approve minutes of the September 10, 2018 Planning and Zoning meeting. A motion was made by Commissioner Henke, seconded by Commissioner Ussery to approve the September meeting minutes. The vote was unanimous. 9. Consider action to approve minutes of the October 1, 2018 Planning and Zoning meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Voss to approve the October meeting minutes. Commissioner Callaham abstained from the vote since he was not at the October meeting. The remaining Commissioners voted yes, approving the minutes with a vote of six yes and one abstained. 10. Adjourn A motion was made by Commissioner Johnson, seconded by Commissioner Callaham to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:26 pm. Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 11-05-18 Page 2 of 2 11-05-18