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HomeMy WebLinkAboutPZpkt2019-04-01THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION April 1, 2019 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on April 1, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum 2. Invocation and Pledge of Allegiance Location Map 3. Consider/Discuss/Action on recommendation regarding the PPROM Concrete Recycling Development Plat. 4. Consider/Discuss/Action on recommendation regarding the Gonzalez Development Plat. 5. Consider/Discuss/Action on recommendation regarding the Robertson Estates Minor Plat. 6. Consider/Discuss/Action on recommendation regarding the West Crossing Phase 8, 10, & 12 Preliminary Plat. 7. Consider/Discuss/Action on recommendation regarding the One Anna Two Addition Final Plat. 8. Consider action to approve minutes of the March 4, 2019 Planning and Zoning meeting. 9. 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. March 29, 2019. 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 04-01-19 Page 1 of 1 Posted 03-29-19 THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Upload Date Type 3/28/2019 Exhibit HURSTWOOD COURT CAMILE DRIVE C I T Y L I M I T S C I T Y L I M I T S C I T Y L I M I T S C I T Y L I M I T S C I T Y L I M I T S SEPHORA CT. W I L D R O S E L A N E WILD ROSE LANE G L E N W O O D L A N E SHEFFIELD DRIVE B R O O K L A N E 4 5 5 5 0 7 5 0 9 4 2 4 4 7 7 4 7 8 4 5 5 3 1 3 3 4 8 0 2 8 6 2 5 1 1 1 2 1 WILD ROSE LN. S A M R A Y B U R N M E M O R I A L H I G H W A Y P E C A N H O L L O W C I R C L E P E C A N H O L L O W C I R C L E C O L L I N C O U N T Y A D V E N T U R E C A M P 4 2 4 S I S T E R G R O V E C R E E K 284 4 2 4 4 2 7 WILDWOOD TRAIL HURRICANE CREEK CIR.COTTONWOODCONWAY EASTON STREET F I R S T S T . E I G H T S T R E E T WHITE S T R E E T ( F . M . 4 5 5 ) SMITH STREET WORTHAM ST. EASTON STREET S I X T H S T R E E T RIGGINS STREET SOUTHERN PACIFIC RAILROADSHERLEY AVENUE F O U R T H S T R E E T THOUSAND OAKS DRIVE368 3 7 6 4 2 7 37137075 4 5 5 455PIN OAK TRAILMANDARIN WAY HICKORY TRAIL HAWTHORNE RD.SYCAMORE ST.OAK HOLLOW LANEPOST OAK TRAILASH STREETCHERRY LN.ELM STREET CHESTNUT STREET WILLOW WAY CRESTWOOD DRIVE WESTGATE COURTWESTWOODCOURTBEN'S DRIVEHAZEL'S WAY WESTFIELD DRIVE PENTON LINNS DR.HILLTOP DRIVESTANLEY FALLS DRIVENIAGARA FALLS DRIVEVICTORIA FALLS DRIVE RHYMERS GLEN DR.KAIE TEUR DRIVE TANUR CASCADE DRIVE S T A T E H I G H W A Y N O . 5 M E A D O W R I D G E D R I V E MEADOW LARK L A N E SKYVIEW DRIVE MEADOW GLEN ROADMEADOW VIEW L A N E HILLTOP DRIVEHILLSIDE DRIVEWILEY FARMCREEKSIDE DRIVE CREEKVIEW DRIVECREEKVIEW DRIVEWYATT EARPBUFFALO BILL DOC HOLLIDAY BAT MASTERSON ANNIE OAKLEY BUTCH CASSIDY BAMBOO DRIVEWILLOW CREEK ALDER DRIVE SEQUOIA DRIVEDOGWOOD DRIVEMIMOSA DRIVE MAHOGANY DRIVE ACACIA DRIVEPOST OAK TRAILLIVE OAK DRIVEWHITE OAK ROAD BLACK OAK COURTRED OAK TRAILWATER OAK WAYRED PINE RD.NIAGRA FALLS DRIVESTANLEY FALLS DRIVEATHABASCA FALLS DRIVE HANAKOA FALLS DRIVE HELMOKEN DRIVE FALLSWALNUT WAY BLACK MAPLE DRIVEBLACK WILLOW TRAIL WHITE PINE TRAILBIRCH WOOD ROADSABLE WOOD DRIVECEDAR WOOD TRAIL PLANTATION DRIVE O'HARACHARLESTON DRIVE MELANIE DRIVERHETT ROADMARGARET LANEMITCHELL LANE SCARLET VIEW MAGNOLIA ST.BONNIE CT.BELLE E I G H T S T R E E T S E V E N T H S T R E E T RIGGINS STREET INTERURBAN STREET LOCKHURST DR.ACKLINGTON DR.GRANGEWOOD DR.DURHAM DR.AINSWORTH DR.HONEYWELL DR.BIRDBROOK DR.MELBOURNE DR. POWELL PARKWAY ( S . H . 5 ) COUNTY RD. 371 OLIVIA LN.ASHLEY LANEMEADOW DRIVE BRYANT FARM ROADSPRUCE STREET CYPRESS WAY CEDAR TRAIL PINE KNOLL WAYMAPLE WOOD TR. OAK CIRCLE T E N N Y S O N S T R E E T O R I O L E D R I V E M I L L S T R E E T P E R K I N S C T GRANDVIEW AVENUE N A S H C T PHILLIPS STREET RANCHVIEW DRIVE URBAN WAYCROSSING DRIVECROSSING DRIVEACACIA DRIVEPARKVIEW DR.JONES CIR.NORMAN CIR.HURRICANE CREEK LN.CENTRAL EXPRESS WAY (U.S. 75)TAYLOR BLVD FERGUSON PARKWAY WHITE STREET (F.M. 455) E D W A R D S S T R E E T T H I R D S T R E E T POWELL PARKWAY (S.H. 5) JAMES DRIVE HARPER DR. AMORET CIRCLE AVIS CI R C L E H A C K B E R R Y L A N E 2 8 6 2 RIGGINS STREET POWELL PARKWAY ( S . H . 5 ) S E V E N T H S T R E E T F I F T H S T R E E T W H I T E S T R E E T ( F . M . 4 5 5 ) INTERURBAN STREET S E C O N D S T R E E T SABLE WOOD DRIVE MULBERRY DRIVEREDBUD DRIVESWEET GUM DRIVESWEET GUM DR.MESQUITE LANE SALISBURY DR.DRAYTON DRIVEPAGODA DRIVEBONSAI DRIVEWEST CROSSINGBOULEVARD HACKBERRY LN.ROCHDALE DR.LANGFORD CT.FULBOURNE DR.HONEYWELL DR.ANDREWS CT.CHATSWORTH DRIVEKELVINGTON DRIVECALDER CT.OLIVE LANE PERSIMMON DRIVE EASTBROOK DRIVEBAMBOROUGH DRIVE ROSAMOND PARKWAY F A R M T O M A R K E T H I G H W A Y N U M B E R 2 8 6 2 A N T H O N Y D R . F E R N S T R E E T 4 2 5 5 POWELL PARKWAY (S.H. 5) R O S A M O N D P A R K W A Y C H A L K R O A D WHITE ROCK I N D I A N C R E E K G R O V E C I R . E L M G R O V E RODEO DRIVE W E S T C H A L K R O A D BOULEVARD POWELL P A R K W A Y ( S . H . 5 ) O A K R O S E W A Y M A P L E Q U A I L R O S E W A Y BOULEVARDWEST CROSSING WEST CROSSING C O L L I N C O U N T Y A D V E N T U R E C A M P 2 8 6 2 SANDALWOOD LANECHERRY HILL DRIVE ROCKRIDGE TR.SHERWOOD DRIVE BRIDGEPORT DR.BEAR CREEK DR.CANDLEWOODDR.HACKBERRY DR286FOXTAIL DRBANKHURST DR FULBOURNE DRKINGSTON CT NORWOODDR 2 8 6 2 HACKBERRY DRIVECRESCENT VIEW DR.CROSSVINE DR COPPER SWITCH DR RYEDALE LN FERGUSON PARKWAYAVERY POINTE DR TIMBERFALLSDR CEDAR CANYON DR.DEERFIELD DR E L M G R O V E R E N D Y N S T . CLARK ST M A E S T . C U R T S T . L A M O N T R D , D U S T I N T R A I L A A R O N S T . KYLE ST.TIMBERFALLS DRBROOK VIEW CT FOREST HAVEN DR CHAPEL HILL DR.MILLS DR.HAYES DR.HAYES DR. LEONARD DRIVE F I N L E Y B O U L E V A R D C O W B O Y W A Y ABI G A I L L A N E S T A R S D R I V E M A V E R I C K S T S T A R S D R I V E BURN STREET C O D Y D R I V E M A V E R I C K S T B R I T T A N Y D R I V E K A T E L Y N N L A N E GLENDALE DRIVE LYNDHURST DRIVE EDINBURGH DRIVEBANBURY DRIVE MORLEY DRIVEWATERTON DRIVE WESTFALL DRWESTPARK DR FIELDS VIEW DR STONEFIELD DRLAURENBROOKE DR MADISON DR 369MARKHAM DR.PEMBERTON DR. LEONARD DRIVE F I N L E Y B O U L E V A R D C O W B O Y W A Y ABI G A I L L A N E S T A R S D R I V E S T A R S D R I V E BURN STREET C O D Y D R I V E A L L Y S S A S T R E E T L U P T O N S T S T E F A N I S T W O O D L A N D S T C Y R U S S T T R I S T O N S T P A R K A V E F A L L C T L A M O N T R O A D CHATSWORTH DRSHELDON DRWHITE STREET (F.M. 455) D E S C O E S T 7 3 4 5 6 THE CITY OF Aiftha AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the PPROM Concrete Recycling Development Plat. The development plat for your review is located within Anna's extra territorial jurisdiction and is generally known as 4745 FM 2862. The tract is in the Mark Roberts Survey, Abstract No. 742 and contains 34.485 acres of land. The owner is proposing to build a Concrete Recycling facility that will include an office, parking, maintenance and repair shop, and a trailer for an additional office. We do not have any land use control in the ETJ, however we want to point out that the proposed buildings are being built within the floodplain-Zone A. Regardless, the submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the PPROM Concrete Recycling Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 3/19/2019 Exhibit 3/18/2019 Exhibit 4 7 7 4 2 7 376427STATE HIGHWAY NO. 5MEADOW RIDGE DRIVE OAK CIRCLE TENNYSON STREET ORIOLE DRIVEGRANDVIEW AVENUERANCHVIEW DRIVE2 8 6 2 ANTHONY DR.425POWELL PARKWAY (S.H. 5)ROSAMOND PARKWAY CHALK ROADWHITE ROCK INDIAN CREEKGROVECIR.ELM GROVE RODEO DRIVEWEST CHALK ROAD 2 8 6 2 ELM GROVE LUPTON STSTEFANI STWOODLAND ST CYRUS ST TRISTON STPARK AVE FALL CTDESCOE ST S I T E 13 0 )(-mac x - X-= =mac - X -�- x X X X Xx-= X X I I 1 C.M.F BARBWIRE FENCE /�---- TORREY LESTER ZONE,X'''''��� VOLUME 5112, PAGE 2952 - A D.R.C.C.T. - ZONE / / / / POB N 0004328" E 1684.26' CIF I ! / I 60 A I to Cp ZONE A 15' ROW RESERVATION �� FLOOD INSURANCE RATE MAP 1 PANEL NO. 48085CO160J MAP REVISED JUNE 2, 2009 ZONE X j PUBLISHED BY THE FEDERAL FLOOD INSURANCE RATE MAP EMERGENCY MANAGEMENT AGENCY PANEL NO. 48085CO160J MAP REVISED JUNE 2, 2009 PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY i i 34.485 ACRES ' CIDRAX TEXAS LLC 1 C.C. NO. 20170623000818550 =l ti D. R. C. C. T. ti EXISTING / POND / i PROPOSE 8' CHAINLINK FENCE - EXISTING 8' �� SCALES OFFICE - CHAINLINK FENCE �� 8'X40' TRAILER GRAVEL DRIVE X X X L X X X S 01 °5224" W 833.40' 143.0' ��� 42.5 - - CIRF 7, ---1 1 SCALES GATE LEGAL DESCRIPTION 1/2"IRF C.M. IL' CQ m 1/2 wr C.M. 75.0 PROPOSED 3^ ,,- _ OFFICE -''� & PARKING I POWER SCREEN ZONE X ��ZONE A /�� " 2 EXISTING N JOB TRAILERS X w LYNN MARSH HALL / I i CRUSHER C.C. NO. 20161027001461840 /cz TEMP. OFFICE D.R.C.C.T. �� 107.0' 8'x20' U I � PROPOSED o N l�\ MAINTENANCE & REPAIR SHOP ED \� 24.0' X X X �E '� x IRF ------- J 796' BARBWIRE FENCE S 0105224" W 1515.71 ' 30.0' r/ i i RANCH LLC C.C. NO.FRON 20131025001464080 i � i i D. R. C. C. T. BEING a tract of land situated in the Mark Roberts Survey, Abstract No. 742, Collin County, Texas and being all of a tract conveyed to Cidrox Texas LLC as recorded in County Clerks No. 20170623000818550, Land Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a capped 112" iron rod found for corner in the north ROW of F.M. No. 2862 and also being in the west line of said Tract 1; THENCE N 00°43'28" E a distance of 1684.26' to a 12" tree found at the corner, THENCE S 89° 13'07" E a distance of 315.59' to a 112" iron rod found for corner, THENCE N 00°26'59" E a distance of 635.16' to the north top of bank of a branch; THENCE following the north top of bank of said branch the following calls: N 86'28'04" E a distance of 23.68'; N 49°20'55" E a distance of 41.78'; N 1 1 *47'1 1" E a distance of 6.32'; N 85*29'10" W a distance of 2.59'; S 87° 15'04" W a distance of 31.36'; N 22°01 '48" W a distance of 69.77'; N 09° 12'47" E a distance of 20.02'; N 66°41 '07" E a distance of 33.47'; S 60'22'57" E a distance of 30.02'' S 35°15'52" E a distance of 74.88'; N 02*05'16" E a distance of 76.03'; N 40°05'32" E a distance of 63.70'; S 36"06'05" E a distance of 33.40'1 S 36°06'05" E a distance of 64.08'; S 36°06'05" E a distance of 38.71 '; N 66°38'05" E a distance of 60.95'; S 88"34'43" E a distance of 53.78'' S 42°34'13" E a distance of 61.23'; S 25°00'15" W a distance of 107.65'; S 72°07'19" W a distance of 60.39'; S 58°53'35" E a distance of 86.33' N 45°54'23" E a distance of 150.02'; N 24'18'54" E a distance of 48.51'' N 76*43'13" E a distance of 34.23'; S 35° 15'41 " E a distance of 36.60'; S 01 °52'24 W a distance of 1515.71 ' to a capped 112" iron rod found for corner, THENCE N 88*36'1 1 " W a distance of 274.00' to a capped 112" iron rod found for corner, THENCE S 01 °52'24" W a distance of 833.40' to a capped 112" iron rod found for corner in the north ROW line of F.M. No. 2862; THENCE N 88°36'1 1 " W following the north ROW line of F.M. No. 2862 a distance of 519.37' to the POINT OF BEGINNING and containing 1,502,146 square feet or 34.485 acres of land. NEAL HUNTER C.C. NO. 20170511000607110 D.R.C.C.T. N QO°26 , 59 "JE 635.16' BARBWIRE FENCE ZONE A FLOOD INSURANCE RATE MAP PANEL NO. 48085CO160J MAP REVISED JUNE 2, 2009 PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FM 3133 CR 1106 v 3E CD CR 429 +i4 N NORTH U 00 CR 376 U � SITE v U ct U CR 427 FM 2862 FM 2862 Ln � 1�1 CITY OF 5� ANNA CR 424 FM 455 LOCATION MAP LINE TABLE LINE BEARING DISTANCE L 1 N 86'28'04" E 23.68 L2 N 49'20'55" E 41.78 L3 S 87' 15'04" W 31.36 L4 N 22'01 '48" W 69.77 L5 N 09' 12'47" E 20.02 L6 N 66'41'07" E 33.47 L7 S 60'22'57" E 30.02 L8 S 35' 15'52" E 74.88 L9 N 02*05'16" E 76.03 L 10 N 40'05'32" E 63.70 L 1 1 S 36'06'05" E 136.19 L 12 N 66'38'05" E 60.95 L 13 S 88'34'43" E 53.78 L 14 S 42'34' 13" E 61.23 L 15 S 25'00' 15" W 107.65 L16 S 72'07'19" W 60.39 L 17 S 58'53'35" E 86.33 L 18 N 45'5423" E 150.02 L 19 N 24' 18'54" E 48.51 L20 N 76'43' 13" E 34.23 L21 IS 35' 15'41 " E 1 36.60 PA 617 1/' 0 'D'ARC POST 0 TOP BANK �� C- M to 0 100 200 300 NORTH SCALE 1"= 100' LEGEND C.M. = CONTROLLING MONUMENT CIRF = CAPPED 1/2" IRON ROD FOUND STAMPED (4613) IRF = IRON ROD FOUND = POWER POLE ♦ = SIGN m = TELEPHONE BOX ,L = GUY WIRE ® = WATER METER po = WELL o = LP TANK BASIS OF BEARING The basis of bearings, horizontal and vertical position are derived from Texas WDS RTK Network, Texas State Plane Coordinates System, Nod83, North Central Zone, Nod 83 (CORS96) Epoch 2002.0, Vertical position are referenced to NAVD88 using (GEIOD03). BOUNDARY OVERLAP LINE CALLED �3 ACRES CREEK NEAL HUNTER C.C. NO. 20170511000607110 D. R. C. C. T. PPROM CONCRETE RECYCLING DEVELOPMENT PLAT 34.485 ACRES MARK ROBERTS SURVEY ABSTRACT NO. 742 COLLIN COUNTY, TEXAS OWNER CIDRAX TEXAS, LLC P.O. BOX 1296 ANNA, TEXAS 75409 (817) 510-3004 SURVEYOR SURDUKAN SURVEYING, INC. P.O. BOX 126 ANNA, TEXAS 75409 (972) 924-8200 SCALE 1 " = 100' DATE: FEBRUARY 26, 2019 JOB No. 2013-38 THE CITY OF Aiftha AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Gonzalez Development P lat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is located on the South side of FM 2862. The tract is in the James Fisher Survey, Abstract No. 305 and contains 30.649 acres of land. The owner is proposing to put a new home on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Gonzalez Development Plat. ATTACHMENTS: Description Location Map Development Plat Upload Date Type 3/22/2019 Exhibit 3/22/2019 Exhibit 4 7 7 4 7 9 4 7 8 4 2 9 4 2 7 3 7 6 376427 426STATE HIGHWAY NO. 5MEADOW RIDGE DRIVEOAK CIRCLE TENNYSON STREET ORIOLE DRIVE MILL STREET PERKINS CTGRANDVIEW AVENUE RYAN STNASH CTPHILLIPS STREET2862425POWELL PARKWAY (S.H. 5)ROSAMOND PARKWAY CHALK ROADWHITE ROCK INDIAN CREEKGROVECIR.ELM GROVE RODEO DRIVEWEST CHALK ROAD 2 8 6 2 ELM GROVE LAMONT RD,COLLIN ST AXTON AVENUEGRANDVIEW AVENUELUPTON STSTEFANI STWOODLAND ST CYRUS ST TRISTON STPARK AVE FALL CT LAMONT ROAD CURT ST AARON ST CODY CTDALE RD EARL RDPARKER DRDESCOE ST S I T E LEGEND CM CONTROLLING MONUMENT CONCRETE ® WOOD EE 0 5/8" IRON ROD FOUND (5256) ® 5/8" IRON ROD SET (5256) COVERED CARPORT, ® PORCH, DECK, ETC O POINT FOR CORNER OHT - OVERHEAD TELEPHONE O 1/2" IRON PIPE FOUND OHP - OVERHEAD ELECTRIC • POWER POLE -� PIPE FENCE METAL FENCE A/C AIR CONDITIONING -e-„- WOOD FENCE © WATER METER -x-x-z- BARBED WIRE FENCE e CONCRETE R.O.W. MON --o-o- CHAINLINK FENCE A OVERHEAD ELECTRIC 120D NAIL FOUND � GUY WIRE ® "X" FOUND IN CONCRETE Q ELECTRIC PEDESTAL UNDERGROUND ELECTRIC T❑ TELEPHONE/FIBER OPTIC PED. FH FIRE HYDRANT © CLEANOUT Q SEPTIC TANK © GAS METER ASPHALT PAVING GRAVEL/ROCK WATER VALVE ®s ® ® ROAD OR DRIVE 0=38e55'00" I R=671.20' F.M. HIGHWAY NO. 2862 L=455.90' _ (90' RIGHT-OF-WAY) CB=N71 e55'30"E C D=447.18' _ S88e37'00"E PASS 438.09' @ 430.49' -� VAULT I PASS 50' BUILDING LINE 15' WESTMINSTER WATER SUPPLY CORP. @ 201.50' CLERK'S FILE NO. 2004-0052267 VOLUME 4964, PAGE 2493 CM / C.C.D.R. VOLUME 4964, PAGE 2495 ore / C.C.D.R. �rn VAULT �. 15' R.O.W. RESERVATION T❑ � / 0=2e24'53" / / D R=761 .20' I O / TRANSFORMER CB=N53e40'27"E CD=32.08' I CV 20' UTILITY & DRAINAGE EASEMENT / CLERK'S FILE C C. DR O.2004-0052267 / 101 Z o�Q V NT OF NNING ROSEMOND BAPTIST CHURCH PASS FCP @ 659.0' EXISTING METAL BLDG. CALLED 10.489 ACRES CLERK'S FILE NO. 20111103001186170 C.C.D.R. 1�_ 5' BUILDING LINE CLERK'S FILE NO. 2004-0052267 C.C.D.R. TRACT ONE I CALLED 73 ACRE TRACT VOLUME 2842, PAGE 248 C.C.D.R. I I I I I Flood Statement According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map Panel No. 48085CO160J, effective June 2, 2009, no portion of this property Ices within a special flood hazard area (Zone A) inundated by 100-year flood. Bearing Basis North line of 70.489 care tract described in a Special Warranty Deed With Vendor's Lien recorded in Volume 5192, Page 3170 C.C.D.R. - Corresponding with Texas Department of Transportation ROW Strip Map. Control Monuments 5/8 inch iron rods found capped "5256" along the northwesterly line of said 70.489 core tract at P.T. Sta. 177+10.37 and P.C. Sta. 180+82.94 » The 5 foot, 50 foot and 80 foot Building Setback Lines, and the 5 foot and 20 foot Utility and Drainage Easements shown on this plat are located as described in the Declaration of Protective Covenants (Article I, Section A., Item 8.) recorded at County Clerk File No. 2004 - 0052267 C.C.D.R. The easement granted to Southwestern Bell Telephone Company recorded in Volume 383, Page 453 C.C.D.R. may affect this tract but cannot be located as described. This Development Plat was prepared In conjunction with a survey of the property completed on March 7, 2019. Some of the improvements are proposed and are depicted for the purpose of this plat as required by the City of Anna. 5' UTILITY & DRAINAGE EASEMENT CLERK'S FILE NO. 2004-0052267 C.C.D.R. 5' BUILDING LINE CLERK'S FILE NO. 2004-0052267 C.C.D.R. PASS NEAR - @ 682_04' ASS NEAR @ 1011.4' TRACT ONE CALLED 73 ACRE TRACT VOLUME 2842, PAGE 248 C.C.D.R. -PROPOSED 40' X 40' BUILDING SITE 30.649 ACRES JAMES FISHER SURVEY ABSTRACT NO. 305 PASS FCP- 553.65' @ N88e46'00"W 5' UTILITY & DRAINAGE EASEMENT CLERK'S FILE NO. 2004-0052267 C.C.D.R. 569.5' CALLED 0.16 ACRES CLERK'S FILE NO. 20150623000758050 C.C.D.R. CALLED 20.000 ACRES CLERK'S FILE NO. 20121012001300940 C.C.D.R. 5' BUILDING LINE--, CLERK'S FILE NO. 2004-0052267 C.C.D.R. O N 00 N CALLED 27.840 ACRES CLERK'S FILE NO. 20150518000577840 C.C.D.R. LO d' M a O fN PROPERTY DESCRIPTION BEING all of that certain 30.649 acre tract of land situated in Collin County, Texas, in the James Fisher Survey, Abstract No. 305, and being a re -survey of a called 10.489 acre tract of land described in a Special Warranty Deed With Vendor's Lien recorded at County Clerk File No. 20111103001186170 in the Collin County Deed Records, a called 20.000 acre tract of land described in a General Warranty Deed recorded at County Clerk File No. 20121012001300940 in said deed records and a called 0.16 acre tract of land described in a Warranty Deed recorded at County Clerk File No. 20150623000758 050 in said deed records, and being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found capped "5256" on the west side of a 5 inch diameter pipe fence corner post at the northwest corner of said 10.489 acre tract, being in the east line of the Rosemond Baptist Church property and the south line of F.M. Highway No. 2862 (90' right-of-way) and being the beginning of a curve to the left having a central angle of 2 deg. 24 min. 53 sec., a radius of 761.20 feet and a chord bearing North 53 deg. 40 min. 27 sec. East, 32.08 feet, said found capped iron rod being the northwest corner hereof; THENCE in a northeasterly direction along said curve to the left on the southeasterly line of F.M. Highway No. 2862 and the northwesterly line of said 10.489 acre tract an arc distance of 32.08 feet to a 5/8 inch iron rod found capped "5256" at the end of said curve for a northerly corner hereof; THENCE North 52 deg. 28 min. 00 sec. East along the southeasterly line of F.M. Highway No. 2862 and the northwesterly line of said 10.489 acre tract a distance of 372.57 feet to a 5/8 inch iron rod found capped "5256" at the beginning of a curve to the right having a central angle of 38 deg. 55 min. 00 sec., a radius of 671.20 feet and a chord bearing North 71 deg. 55 min. 30 sec. East, 447.18 feet, said found capped iron rod being a northerly corner hereof; THENCE in a northeasterly direction along said curve to the right on the southeasterly line of F.M. Highway No. 2862 and the northwesterly line of said 10.489 acre tract, at 201.50 feet pass a 5/8 inch iron rod found capped "5256" at a pipe post at the northeast corner of said 10.489 acre tract, being the northwest corner of said 20.000 acre tract, and continuing along the southeasterly line of F.M. Highway No. 2862 and the northwesterly line of said 20.000 acre tract a total arc distance of 455.90 feet to a 120d nail found at the end of said curve for a northerly corner hereof; THENCE South 88 deg. 37 min. 00 sec. East along the south line of F.M. Highway No. 2862 and the north line of said 20.000 acretract, at 430.49 feet pass a 5/8 inch iron rod found capped "5256" at the northeast corner thereof, being the northwest corner of said 0.16 acre tract and continuing along the south line of F.M. Highway No. 2862 and the north line of said 0.16 acre tract for a total distance of 438.09 feet to a 5/8 inch iron rod found capped "5256" at the northeast corner thereof, being 1.10 foot east and 1.0 foot south of a pipe fence corner post, said found capped iron rod being the northwest corner of a called 27.840 acre tract of land described in a Warranty Deed With Vendor's Lien recorded at County Clerk File No. 20150518000577840 in said deed records and said found capped iron rod being the northeast corner hereof; South 01 deg. 34 min. 45 sec. West along the east line of said 0.16 acre tract and the west line of said 27.840 acre tract, generally east of a barbed wire fence, a distance of 1288.20 feet to a 5/8 inch iron rod found capped "5256" at the common south corner thereof, being 1.40 feet east of a pipe fence corner post and being in the north line of a called 30 acre tract of land described in a Warranty Deed recorded in Volume 655, Page 133 of said deed records, said found capped iron rod being the southeast corner hereof; THENCE North 88 deg. 46 min. 00 sec. West generally along a newer fence on the south line of said 0.16 acre tract and the north line of said 30 acre tract, at 3.20 feet pass over a 5/8 inch iron rod found capped "5256" at the southwest corner thereof, being the southeast corner of said 20.000 acre tract, and continuing along the south line of said 20.000 acre tract and the north line of said 30 acre tract, at 553.65 feet pass a fence corner post at the northwest corner thereof, being the most easterly northeast corner of a called 73 acre tract of land described as Tract One in a deed recorded in Volume 2842, Page 248 of said deed records, and continuing generally along a barbed wire fence on a north line of said 73 acre tract and the south line of said 20.000 acre tract at 682.04 feet pass near a 5/8 inch iron rod found capped "5256" at a pipe fence post at the southwest corner of said 20.000 acre tract, being the southeast corner of said 10.489 acre tract, and continuing generally along said fence on a north line of said 73 acre tract and the south line of said 10.489 acre tract, at 1011.4 feet pass near a 5/8 inch iron rod (displaced by fence construction) found capped "5256" and continuing for a total distance of 1011.85 feet to a 5/8 inch iron rod set capped "5256" at the original southwest corner of said 10.489 acre tract, said set capped iron rod being the southwest corner hereof; THENCE North 08 deg. 45 min. 00 sec. West generally along or near a fence on the west line of said 10.489 acre tract and an east line of said 73 acre tract, at 659.0 feet pass over a pipe fence corner post near a northeast corner thereof, being near the southeast corner of said Rosemond Baptist Church property, and continuing along or near said fence along the east line of said Rosemond Baptist Church property and the west line of said 10.489 acre tract a total distance of 902.28 feet to the place of beginning and being calculated to contain 30.649 acres of land. CERTIFICATION I, Jeff B. Durham, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that the plat and field notes shown hereon were prepared from a survey made on the ground on March 7, 2019. The corner monuments were found or set as shown and there were no encroachments, overlapping of improvements or conflicts found at the time of this survey, except as shown. Jeff B. Durham, R.P.L.S. No. 5256 5' UTILITY & DRAINAGE EASEMENT CLERK'S FILE NO. 2004-0052267 C.C.D.R. PASS _ @ 3.20' 1,01 1.85' x� i CALLED 30 ACRES Vicinity Map (Not to Scale) Gonzalez Development Plat VOLUME 655, PAGE 133 C.C.D.R. 30.649 Acre Tract James Fisher Survey, A-305 Collin County, Texas ° SITE Boundary Image Land Surveying 1322 Lochness Drive, Allen, Texas 75013 (214) 878-8811 boundatyimage@yahoo.com March 7, 2019 Firm No. 10044800 THE CITY OF Aiftha AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Robertson Estates Minor P lat. The minor plat for your review is located within Anna's extra territorial jurisdiction and is located off of the North side of County Road 424. One of the proposed lots within the plat has an address of 6959 County Road 424. The tract is in the John Rowland Survey, Abstract No. 784 and contains 24.166 acres in total. The son of one of the owners of the property, Cody Robertson, has submitted a Minor Plat to create 4 lots on the property instead of 3 and to transfer some land between the owners for an access easement. This submittal meets the City of Anna requirements. STAFF RECOMMENDATION: Approval of the Robertson Estates Minor Plat. ATTACHMENTS: Description Location Map Minor Plat Upload Date Type 3/22/2019 Exhibit 3/22/2019 Exhibit C I T Y L I M I T S C I T Y L I M I T S CITY LIMITS 5 1 3 5 2 6 1 2 1 2 8 6 2 S A M R A Y B U R N M E M O R I A L H I G H W A Y 4 2 4 2 8 6 2 2862SIT E Tr 9 rN 0' 100' 200' Scale: 1 "=100' i r I 5herley Partners, LTD I (called 57. 10 Acres Vol. 4466, Pg. 753, CCLR Zoning: Not Zoned 1 I � I 5 / 8°ref.IRF bears I I 'S89°00'00 E 332.24� I N64°36'S2E 1.66' _ \ s Linda Miller called 2.00 Acres I04 4971, Pg. 2549, CCLR }// N `\ ,Zoning: Not Zoned ___- _- ___- -- S89�00'00"E 332.24' 1/2"ref.IRF bearsi 1 I I " S06°48'53"W 7.13' / I I, I I / 1/2ref.IRF bears , I / 1 S01°08'21"W 6.41-'- -- - v \ x�C / v I I l I I _ - - - - - - - -----640--- - - - - - - - - - Approximate location of --'-------- the limits of Flood Zone A ,' /' / / �"____-- as scaled from F.E.M.A. Panel No. 48085C 0180J '---- dated June 2, 2009. ; - LOT 4 .14.771 Acres ----------__ _ i Alan Robertson - / (called 15.166 Acres- �- CCf 20121219001617220, CCLR---- ,' Ffurther described in a Partition Deed'-_, / / Vol. 2138, Pq. 82, CCLR - \ /// -- /----- 66 \ o\ � �\ I � 11 � I i lvv v �� � v v v Robert A Gardner 111 00 (called 23.166 Acres Miller Living Trust v CC# 79950315000170090, CCLR (called 28166 Acres i i i i i ) i vvv A Zoning.' Not Zoned / / p Vol. 2738, Pq. 82, CCLR Zoning. Not Zoned / o RCIRS S89°07'55"E 208.71' 112'ref.IRS \ 5.86 short) v RCIRS/' '� S89° 12'00"E 405.79 F_ T I , Barn 12"reEIRS-I- ./I11 refCIRF (26.34 \ v v v vv (10.02' short) - �� w - � -% PP ,' a septic g / LOT 3 ''' ; / ,�' LOT 2 meti , 3.395Acres ,'' ; ' 2.293 Acres Alan Robertson ' X (called 5.00 Acres � o 'house Vol 5850, Pg. 862, CCLR i 20' ingress -Egress -� r out -door ,' / Easement o 9 kitchen / / ,! ' CD CD F71177� Vol, 5850, Pg. 862, CCLR Legend IRF Iron Rod Found RCIRS Roome Capped Iron Rod Set CCMR Collin County Map Records CCLR Collin County Land Records CM Controlling Monument (2)WM Water Meter E Guywire • PP Power Pole OH Overhead Lines _- o Sir j l PP ZJf__ 79.3 -v 00 -� I� o i -- -�-� - ' o CD CD - - -'� ,gravel drive Ln / �o 5/8"IRF 405.79' RCIRS 178.71 ' co PP---N899 00"W 20,4;83' 5/8"IRF / N89°12'00"W 379.67' RCIRS ,I w / I � o ' o I 1 \ v o / �v On off PP o PP 6r6 / LOT 1 9 N M 3.707A cres N b N r Douglas G. Rachunek ri i (called 4.00 Acres ' Matthew C Kunkle W i s CC# 19960501000.353840, --1 (called 2.00 Acres( Q v CCLR O i CCJ/ 20081027001264150, CCl N \I o M ` � - / 01\ \------- - - L 40' Road & s Utility Esm't (b)l this plat 5/8"ref.IRF passing @ PP 5 8"ref.IRF / 5/8"ref.IRF 40' Rood & passing, @ P 9 Utility Esm'1 5 8"ref.IRF �/Q John lowland Suwey� 8� 30.01'y passing wM3953@ - --sxq, 30.00'- - (by this plat) e sing \ passing @ / OH p- Q, aH OH S- OH Pp / , _ --- off -- OH OH OH 0 PIP OH OH OH �H 0 OH - _ PP - - 30. G� JGNei/ 5u�vey tt�V� / Mag Nail Set` N89°92'00"W 409.67' Mag Nail Set Mag Nail Set POINT OF N89°92'00"W 50.00' County Road 424 BEGINN/NG Mag Nail Set Reece Phillip Hamilton (called 48289 Acres Tract 7 of Cell 20180322000346.320, CCLR Zoning: Not Zoned Notes: 1) Bearings based on partition deed recorded in Volume 2138, Page 82 of the Collin County Land Records; (2) A portion of the subject property lies within a Special Flood Hazard Area inundated by 100-year flood per Map Number 48085C0180J of the F.E.M.A. Flood Insurance Rate Maps for Collin County, Texas & ncorporated Area dated June 2, 2009. (Zone X); 3) This survey was performed without the benefit of Title Commitment. And is subject to any all easements of record. Ln iOUSTON ST '���6' CR 526 Site G"'RC" ST CR 424 Z VICINITY MAP N. T.S. OWNER'S CERTIFICATION AND DEDICATION WHEREAS Alan Robertson is the owner of a 5.00 acre tract and a 15.166 acre tract, and Douglas G. Rachumek is the owner of a 4.00 acre tract situated in the State of Texas, County of Collin, being part of the John Rowland Survey, Abstract No. 784, being all of said 15.166 acre tract of land as recorded under County Clerk No. 20121219001617220 and being further described in a partition deed recorded in Volume 2138, Pager 82 of the Collin County Land Records, all of said 5.00 acre tract of land as recorded in Volume 5850, Page 862, and being all of said 4.00 acre tract of land as described under County Clerk No. 199605001000353840 of the Collin County Land Records with said premises being more particularly descried as follows: BEGINNING at a Meg Nail set in the approximate centerline of County Road 424, being in the north line of a called 48.289 acre tract being described as Tract 1 under County Clerk No. 20180322000346320 of the Collin County Land Records, marking the southeast corner of a called 28.166 acre tract as recorded in Volume 2138, Page 82 of the Collin County Land Records, the southwest corner of said 15,166 acre tract, and the southwest corner of said premises; THENCE with the east line of said 28.166 acre tract, the west line of said 15.166 acre tract and said premises, North 01°31'00" East, passing at 30.01 feet a 5/8" iron rod found for reference, continuing for a total distance of 1,585.42 feet to a point for corner marking the most westerly northwest corner of said 15,166 acre tract, said premises, and the southwest corner of a called 2.00 acre tract as in Volume 4971, Page 2549 of the Collin County Land Records, from which a 1/2" iron rod found bears South 06°48'53" West, 7.13 feet; THENCE with the north line of said 15.166 acre tract, said premises, and the south line of said 2.00 acre tract, South 89°00'00" East 332.24 feet to a point marking an ell corner on the north line of said 15.166 acre tract, said premises, and the southeast corner of said 2.00 acre tract, from which a 1/2" iron rod found bears South 01°08'21" West, 6.41 feet; THENCE continuing with the north line of said 15.166 acre tract, said premises, and the east line of sold 2.00 acre tract, North 01°31'00" East, 262.22 feet to a point being in the south line of a called 57.10 acre tract as described in Volume 4466, Page 153 of the Collin County Land Records, marking an ell corner on the north line of said 15.166 acre tract, said premises, and the northeast corner of said 2.00 acre tract; THENCE continuing with the north line of said 15.166 acre tract, said premises, and the south line of said 57.10 acre tract, South 89°00'00" East, 332.24 feet to a point marking the northeast corner of said 15.166 acre tract, said premises, and the northwest corner of a called 23.166 acre tract as described under County Clerk No. 19950313000170090 of the Collin County Land Records, from which a 5/8" iron rod found bears North 64°36'52" East, 1.66 feet; THENCE with the west line of said 23.166 acre tract, the east line of said 15.166 acre tract, the east lines of the aforementioned 5.00 acre tract and a 4.00 acre tract, and being the east line of said premises, South 01°31'00" West, passing at 1,814.72 feet a 5/8" iron rod found for reference, continuing for a total distance of 1,845.32 feet to a Mag Nail set in the approximate centerline of County Road 424, the north line of the aforementioned 48.289 acre tract, marking the southwest corner of said 23.166 acre tract, and the southeast corner of said 4.00 acre tract; THENCE with the approximate centerline of County Road 424, the north Dine of said 48.289 acre tract, the south line of said 4.00 acre tract, and said premises, North 89°12'00" West, 409.67 feet to a Mag Nail set marking the southwest corner of said 4.00 acre tract and the southeast corner of a called 2.00 acre tract as recorded under County Clerk No. 20081027001264150 of the Collin County Land records; THENCE with the interior line of said premises, the west line of said 4.00 acre tract, and the east line of said 2.00 acre tract, North 01°31'00" East, passing at 30.00 feet a 5/8" iron rod found for reference, continuing for a total distance of 425.32 feet to a 5/8" iron rod found in the south line of the aforementioned 5.00 acre tract, marking the northwest corner of said 4.00 acre tract, and the northeast corner of said 2.00 acre tract; THENCE with the interior line of said premises, the south line of said 5.00 acre tract, and the north line of said 2.00 acre tract, North 89°12'00" West, 204.83 feet to a 5/8" iron rod being in the east line of the aforementioned 15.166 acre tract, marking the southwest corner of said 5.00 acre tract, and the northwest corner of said 2.00 acre tract; THENCE with the interior line of said premises, the east line of said 15.166 acre tract, and the west line of said 2.00 acre tract, South 01°31'00" West, passing at 395.23 feet a 5/8" iron rod found for reference, continuing for a total distance of 425.32 feet to a Mag Nail set in the approximate centerline of County Road 424, also being in the north line of said 48,289 acre tract, marking the most southerly southeast corner of said 15.166 acre tract, and the southwest corner of said 2.00 acre tract; THENCE with the approximate centerline of County Road 424, the north line of said 48.289 acre tract, the south line of said 15.166 acre tract and said premises, North 89°12'00" West, 50.00 feet to the point of beginning and containing 24.166 acres of land. CR 513 Certificate of Approval Approved this -day of 2019, by the City Council of the City of Anna, Texas. Mayor, City of Anna, Texas City Secretary Surveyor: Roome Land Surveying 2000 Ave G, Suite 810 Plano, Tx 75074 (972) 423-4372 Attn: Fred Bemenderfer emaibfredb@roomeinc.com NOW. THEREFORE. KNOW ALL MEAN BY THESE PRESENTS: THAT, Alan Robertson and Douglas G. Rachunek acting herein by and through it's duly authorized officers, do hereby adopt this plat designation the hereinabove described property as Lots 1-4, Robertson Estates, an addition to the E.T.J. 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 indicate on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removingall or arts of their respective systems without the necessit at an time of procuring permission from anyone. P P Y Y Y P 9 P Y 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. EXECUTED this -- -- day of -- - - - 2019. Alan Robertson ----------------------- Douglas G. Rachunek STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Alan Robertson, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this - - - - day of ----------, 2019. Notary Public for the State of Texas STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Douglas G. Rachunek, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this - - day of -- - - -- , 2019. Notary Public for the State of Texas SURVEYOR'S CERTIFICATE THA I I, F. E. Bemenderfer Jr., do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon shall be properly placed, under my personal supervision, in accordance with the subdivision regulations of the City of Anna, Texas. Dated this 25th day of February, 2019. OF T `piE\STf,F :E. BEMENDERFER Jf • 4051 \NFf O � ••'•• S 5 � Q- �••3UR�E F. E. Bemenderfer Jr. Registered Professional Land Surveyor No. 4051 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared F. E. Bemenderfer Jr, known to me to be the person whose name is subscribed to the foregoing instrument and aci<nowiedged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this 12th day of April, 2019 --------------- Notary Public for the State of Texas e�Y•��a�'' ORTENCIABORJAS *' My Notary ID # 128023878 '-;;,•oF �+;:� Expires August 25, 2021 Owner: Lot 1 Douglas G. Rachunek S Chestnut St. Suite 1 Lufin, Texas 75901-5704 (0) 936-676-8313 email: Minor Plat Lots 9-4 of Robertson Estates 24.166Acres John Rowland Survey, Abstract No. 784 E. T.J of the City ofAnna Collin County, Texas February 2019 Owner: Lots 2. 3 & 4 Alan Robertson 6959 County Road 424 Anna, Texas 75409 (M) 903-821-4241 emciil:(ir2101@cjtt.net Revised.• 03.14, 19 P: � AC � 201804 � AC848947 THE CITY OF Aiftha AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the West Crossing Phase 8, 10, & 12 Preliminary Plat. SUMMARY: The West Crossing Phase 8, 10, & 12 preliminary plat contains 49.916 acres located in the Henry Brantly Survey, Abstract No. 71 and the G. Morrison Survey, Abstract No. 559. This tract is located on the Southeast corner of Rosamond Pkwy and West Crossing Blvd, just North of West Crossing Phase 6. The preliminary plat is for 222 residential lots and 3 HOA lots. The tract of land is zoned as a Planned Development allowing for Single Family Residential Homes with a minimum lot size of 6,000 SF and 7,200 SF. STAFF RECOMMENDATION: Approval of the West Crossing Phase 8, 10, & 12 Preliminary Plat. ATTACHMENTS: Description Upload Date Type Location Map 3/19/2019 Exhibit Preliminary Plat 3/28/2019 Exhibit ROSAMOND PARKWAY in C OC Q W J 7 O m O Z H H O W u I- ca W F_ SHELDON DR FOXTAIL DR F Z m KINGSTON CT HONEYWELL DR. EDINBURGH DRIVE m Z a m GLENDALE DRIVE CHATSWORTH DRIVE OC m H J a !�-V-H HACKBERRY LN. � HONEYWELL DR. Z a O 70 W euucwnaru no I ,.. Q O m H Q W W J V H W 19 Q FIRST ST. F W W Ln H = SECOND O STREET ce N Z Q Q V' � U P U) GRAPHIC SCALE 1"=100' 0 100 200 300 1 L6 to Q ~ C L c cl: aM IL � o 0 w Z O O CV 410 C) w w cc w I 70' R/W - I I PROPOSED 10' SEWER EASEMENT I PROPOSED 20' PROPOSED 20'-------4—. R=50.00' DRAINAGE EASEMENT DRAINAGE EASEMENT o W PROPOSED 10' 1 I 2 w I L=215.37' WATER EASEMENT I I O w I A=246047'47" POINT OF a- W CB=S55°45'17"E 1/2"C.I.R.F. BEGINNING < \ I ui O 3 I I CL=83.49' TIPTON" 1 /2" C.I.R.F. "wEsrwooD" R=50.00' w 124.04' L=196.43' \\ I I I �� S 00°50'49" W \ \ �-_ I J L 124.04' -- 4=225°05'23" — —--- — — — U L 1 L=20.25' 18 0 CB=S66°36130"E T� — — — N 7,226 1/2" C.I..RR.S. I o SQ. FT. ° CL=92.36' S 00°5 '49" W 254.59' N o°50'49" E — — o v> a \1 139.59' 115.00' 0 t 120.00' 17 w0 6 0 O 0 19 0 0 0 6,000 ^ SQ. FT. 0 0 S 00050'49" W U L3 'O 7,960 24.70' SQ FT. ,00 ' sQ fT. 0o N 0°50'49" E 120.00 N 0°50'49" N 0°50'49" E I I 120.00, ^ J o cl?125.00' 5 115.00'TL,.S0' R/W b 0 16 0 o CITY OF ANNA 1/2" C.LR.S, N 6, 73 o O b O 22 10 7800 SQ. FT. I 10 INST. NO. 20101005001068790 N 120.00' 12 6124 � L=29.70' SO -FT- � � � `r' 8,325 m SQ.FT• o m t N 0°50'49" E D A d N SQ. m N O°50'49" N O°50'49" E - O D.R.C.C.T. — .Oo N 0-32' 13" W 124.78' 115.00' I 0 120.00' 15 c, _ b '� 120.52' N U O J 44 to O O Y 21 °p O W vj 6,600 O 48 N I h 8,056 � O O U 7,475 N N SQ. FT. LU v 6,i8s L=24.33' ° o SQ. FT. Q Q 0'0 0 SQ. FT N 01 N 0°50'49" E N SQ. FT. — 50' R/W - 7 mM N 1 °55' 15" W I N O°50'4 " E m N 0°50'49" E b 120.00'14 U `o 122.32' 49 w 122.76 1 15.00' o U o 0 600o O o o MU 7,796 L=25.61' .13 22 0 o h sQ.FT.m 1) - - O o0 0 6900 0 o b N O'50'49" E c�0 rmi� 15' B.L. SQ. 7,267 01 �m L=38.80' N L=34.48' s�• FT. Z SQ. FT Oo co 7 � 120.00' 1 /2" C.I.R.F. H &ICE. - N 0°50'49, E N O°50'49" E z 0 13 b 026°39 51 "TIPTON" L=53.12' 72.54' ° 0 7zoo 0 �� Zr) 119.48' N 1153 I SQ. FT. o R=224.00' 510.56 `; 165.42 97.63' L L 42 o 0 Q 23 0 6,503 = 6,3zs F N 0-50'49" E L-104.39' 0� �� $' E G 4,39'_ - N Io32'56" W u SQ•FF.. N a sQ.FT. � �'■ 120.00. - - —� R,1226 S11 ° 21 p7'20,.W COS' 48" J N 0°50'49" N 0°50'49" E I 0 12 0 I 0-26°42'07" �'GBaN16° �610 q5' N=2 L=54.75' L=47.96' -61.8 0 117.13' 1 ^ 24 115.00' ^ O u) sQ oo o �p' L= L=64.98' .0 6 71 ^ ^ 6,000 ^ ° 0 PROPOSED 20' CB=S17°20'40"E R'120 j0.39'. 20' B.L. w 10.72' w U s .FT. N SQ.Fr. �i o DRAINAGE EASEMENT q,7 4' 1 10' U E w M v m m N o 50'49" E -- C L-103.45 t o 5 w o o 0 o N O°50'49" N O°50'49" E 10 6, L" o c 12 cno ry 13 O 14 L6 I o f 120,00' 11 b _ 11 s.00' W 59.5 Z O 11 0 6,000 O 6,459 a 6,988 115.70' 3 S • L' :0 � 7,125 N SQ. FT.'0 � SQ. FT. 00 � SQ. FT. II w b 6,600 `? �R l5' / Z o0 10 0 m ao ' I • 40 b b 25 I b LO SQ. T. N O O p, O O' sQ.FT. R=50.00' ,� / 1- ° 7,717 Z z 0 7,491 1 o m 747s N 0°50'49° E �' O�� 56 6,000 'Ep O SQ. FT. Z 15 03' 13.73' M O II SQ. FT. 0 o, .o SQ. FT. 10 L=141.51' —� PROPOSED 20' I o-162°09'21 "_ DRAINAGE EASEMENT CB=S44055'48"E CL=98.79' 1 /2'' C.I.R.S.--' W ^ 01 a 01 PROPOSED 10' ^ 00 D HAS SEWER EASEMENT �/ 89 1/2"C.LR.S. v> 2,972 A. 120.! 0' $Q. FT. S 00.5049 ' W E 20.94' 120.00' �� S 1�°3130 0 50 o / O SQ. FT. ,° 90X J 75g9' a� N o°50'49" E H.O.A. i 1 .4iq M 120.00' 1,754 0 Z 22.96' 0 51 m b SQ. FT. b0- p l o $2 10 L0 6,600 0 0 a 12,591 1 R.F • 60 D0 15.00' a SQ. FT ��N °1�N�b m N 0-50-49" E N n 112 C 5� w 83 m `' q, o` 120.00' 20 ' (1Pl0� L C� V Z 84 -' 6'984 2 h N o b 52 0 O sQ. FT. L=38.39' 2 0, 0 6,000 0 0 0 7 5 q t+ b N 6,909 W _ 00 O SQ. FT. b OG y9 • y 8 Ul sQ. Fr. w �, Z 2U.92 w 00 - 7 7 6,5z8 �, m 34,36' 40.25' 59.09' ov N 0°50'49" z N 0050'49" E Q 1 120.00' 10 1 /2" C.I. R.S. Q► 10 w 6,000 'w L SQ. Fr. 0119.96' 18' 37 70' L31 " 1 15.00' 115.00' Q b s,400 Cr -O 32 28. L30 J ao ^ 26 O t SQ. FT. o O 61 E a 6 w v SQ. FT. 22.76' 35. 41„ W L29 V ui 3 ^ 0 0 'o �0 CD 6,534 m q 42 N 09°27' BLOCK O 111= N 6, 5 6,000 I� 5 L' lr c� SQ. FT. m 16.87' 30.91' 2 L28 65.88' w w o °� if II= I, ° sQ• N � sQ. Fr. h I 15' B.L & U.E. 5 r L27 Z b 16 0 M W N 0 50'49" N 0°50'49" E 120.0o' e 0 7,603 o= 32 `'2 C°o 0 17 o 0 15 m ^ _j - L=11.85' 0 6,000 ^ E2 �6•Q2 i m sQ.Fr. c°�4.72' 026 18 m boo° sQ.Fr.°0O SQ. n li m o 115.31' 1 11��0' Or�O 0'49"E 145.00' - �o ��.• 4cn° 19 v+ 7,144 N SQ. FT w ^ J 38 0 0 - -_ 46 b0 20 �m sQ F1.w�r 13.708 2 yp8 Z fi p o N 6,000 0o c, sQ. FT. co Z z 10' U.E. a s6,370 7Fr• �n so z.o L4 L j 1 - 0 $Q.Fr. A z 20' B.L. LEY DR.L 57.82'- 5 2 g9 �, o50' 65• 21 Q, o s Fr. o m m t N 0°50'49" E N O 50'49" E -$ Q' L=49.29'' -L=65.8 0. s7483 r? 5.33' 25 Z 0 6,000 'o; m 75,_ L=49.29' 116.4T 115.00' 120.00' 0 2ao Q•FT. cr s FT 58. v69' 1 22 Q L= 15'B.L. & U.E. ap 50'R/W b °' o ab. v, o o m 4 29' 0 37 o bn� P 7us w�: 10.07' LA Z ° sQ FT. g5' L' 9 LACEEBARK 7050 0 90 `° o' t 9 0 Z vi s,zn �-..m �23 o wo m L; 53 • - _—� SQ. FT. 10 10 SQ. FT. o 0 NI. a s,000 'n SQ. Fr. °'_ .o 6,000 o m. 29' 1 , 5q 3 24 v-sQ.FT. �,q9 • 6p2 38 - N 0°50'49" E N 0°50'49' E '49" E 13.11' 6�OG�g5 �L / g, L/ 118.71' 3 115. 12 mwo 6,ssz .00 �y' W G - °10'36" L=55.59' L=75.8 00' N0°000 E �, 16 26„ / D,38 L=61.15' - `o 0 70.00' 33.96''' �22 25 IsQ.Fr. co 0 5q' o 00 5,99 0 03 D 0 10 Z o w- 9 �,N�5 6�3.67 1, L=55' 20' B.L. w 10' U.E. oO N SQ.I�T. o E`i s603F/ b c� 00, 6,000 0 `w 000 L20 L21 0 7,546 a / 1% G p' 1' 66 Z " ^ t ui M o N 0°50'49" E ' Q ^' o Q Lo N o Q. FT. 5 10 �_ � N 0°50'49" E SQ. FT. Lo 0 = C 4 i 9 q2 q' Z h n 13 r1 N O°50'49" E w' w 3• i 5 5 / 0 12 co N 14 a5 121.37' Cb 0 3 Z 26 r �'S R' 1'5 0 11 o cn 612 v o 6,26z N _N M 35 _ 115.00' 9.35' ~ i o �, Z o N 8 _' -� II W 30 U = t o 6,583 O p / �, 10 � 6,244 'A SQ. FT I� ^ Q. FT. o] 2.46' N 10 120.00' C� p b28 ^ 0 27 n F L 0.3 2? 2 w SQ. Fr. °MO m s 6,661 N 6,4z1 0 50' R/W N J 5.86 11 � b 7- .6 CV o J s,oso Q 0 7546 0 o sQ. Fr. b1 / o '1 m 4s7 a 4, sQ. FT Z z 50' R/W n sQ. FT 0 h SQ. FT ' v 00 724z U O v� U h m O Er o s l w° 9 0 o SQ. Fr. m 23.99' - v s Fr. O o SQ. FT. 0 SQ. Fr. E. / y9' vt 6,185 'p n m 14.36' N 0°50'49" E N 0°50'49" E ,I l Q. 0 00 m �0 6 yy Z 8 o a sQ. FT a 24.13' 60.79' ;0 120.82' N 0°50'49" E m d ^ t z 13.38' g 8 `' v q o m 5.73' 38.58' ro V,b 1 0 8,007 48.13 L11 a 34 ^ b 3117.68' U ^ 122.35' Z 70.00'- L=69.42 661 2 7 rr SQ. FT. m10.43' p7' L12 v N 7,003 v 12 b /n - 52• L13 CK `/`l L-29.73' L=10.35' SQ. FT ^n 00 sQ.FT. L=111 ° 6,905 0 3 6,118 ' r� moo, 22.19' BLO G9 i SQ. FT. 3I l7 L14 w `U N 0°50'49" E N 0°50'49" E ° L=10.7 ' sQ. FT LACEBARK LN. 9� L=7.22 N 0°50'49" E �— 39 Z6o 7,91 v �� �p53 115 0 0 16 coo soy 0 120331' 115.00' 32 �' 129.41' N 00°50'49" E 108.38' 17 0 6,951 N � 379 N �B 2 5 �� o sQ. FT 15.12' 3 19 \ ' 18 w LO SQ. Fr. a o o ^ I ' o sQ FT• I N L=37.86' 13 b 45, / s 3• b o ZSSz SQ. 9,o6s n U U 0.00'—-L=29.39' L=46' ��' 6,512 '� `ram. `- % i NW 6,894 •� W SQ. FT. CO Z JI I U J� 1 SQ, FT. Y' y o 0 7,679 0 10 s Fr. �' d o 19 ° Q. Fr. Z 8.14' E. t s Fr. o cr Q- 'L c>o °'' s 20' B.L. L=48.97' ^ 15' B•L. & U• L=29.96' Q• 20' B.L. Z a� �' 10.83' p1 1 a 6,s83 a n R 10' 0 E' 42.04' L=74.4 N 0°50'49" E - - 3 23.38' w w Oi �� 2 w r? sQ.Fr' 53.47' L=59.90' 69.03' L= so - y it 0 w 8464 m�6.67' 1 i °°' 20 a `wr m L=58.32' L= c 114.17' 0 Q o SQ. Fr. 0 L-25.23 z n m 6, o0 0 6,806 ^ 3 w J SQ. FT 10 sQzF4T. L;53•47 p=46*57'13" t 33.43' 93.75' PHASE INE v 14 CITY OF ANNA 4� b y v N L=15.08' 81 N 0°50'49" E 7299 m 5 16 33' L= 26 - _ 0 po J 1 Z 21 557. C3 Q U' CA ='t6. 1 SQ. FT. 6, � SQ. FT. d' S FT. S •� /; \. 0p 8,151 /i 0' 0 85 •o w 17,295 m m Q' 6,736 ° �,5 680'— CL=541.79' N 00°50'49" E 127.1T C4 a INST. NO. 20101005001068790 -/ 9 L=24.94' m R= 47"E SQ. FT. M p �/ yI Z 86 U 71s7 0 0 - / SQ. 0 120.00' z z BLOCK W 22.40'1 �� rwsQ.FT. /a S22°37 39' oa N - - D.R.C.C.T. G �' 21.59' ° 0 7987 o w sQ m J to 0 53 w b u, 71.59' bb 22 m pw 63' G8 L=44.37'-65.00' 25.44'- L 55.21' -L-46. 2�0 0 87 w SQ. o 0 25 61 q, i i LO 6,600 0 0q o M 60.00, 65.22' N 00°50'49" E y ti o 7z66 e0� ` /N• L=69.57' - 1' 5 37' - 61.46' L 29 F Z �' m 35 � L=15.1 1 ' S0 G so• FT. b 26 "W. .. d L=7 L 16.73' L=19.15' S SQ. FT. a 10.71' y0 - R= N 0°50'49" E N 0°50'49" E ^ I 3 vm 60.00' 55.74' 63.91' 39.56' //� �9• y3 7, 20' B. w 3 20.00' L=�4.5T 1 sQ.FT. N .� �� POO bq 5 10' U.E. y ° 3 _3 3 3 L=2.23' Z 15 I�Mry /�v /m e �62•�� 80 0 ;0 54 w o 3� / / _ ^ 0 19 = 17 i. v o /' y10 C13 110.00' 0 120.00' 0 0 23 �. 1' 22 ^ CQ o a ^ O 20 Q o0, 6,004 - v 18 0 8,421 88 w 7,113 - Q 6,000 O O Z 3 3 2 8,633 5 5 ��' J O O O 0\ O ° 6,731 0o h N Q — O 4j Q AV�V ' L=36.84' = n o sQ. Fr. �� 63 • 0 23 0 7so8 N N o 0 0 7800 6, N s FF O o o N s q' 12,639 F � / 0 7 5.19 SQ. FT. ao0 SQ. FT. b p, h N O in i ao CG `'� .1.� N s FT �O 21 ^ °, N 5 FT o, ^ Q' o N Q. FT. o, ^ Q' SQ. FT. �3`1' a� L= L=L/.2fU' o `n 00 w Cq 27 7 M 26 t„� V 25 h N 24 i l �' 2 N 8,308 °p r Q• W 6,847 00 ^ Q' 00 P ^ a0 6 /_ n N 0 50'49"' E ots 7,161 0 6,600 v o. 7,389 o ss7z O �0 0 24 s Fr. m z m O /�% " L=30.6T b 555p t °r NPN 0°50'49" E I z Q ° SQ. F7 °o - Sf2. FT °m SQ. FT. a A v/ 1 Z� y1' d,° W Q• SQ. Fr. z z z z z tm 20.00' = 120.00' o N SQ. Fr. w- 3 cL 69 r, 7,766 w Z z m ro G� 65 81' 01 & _ ^ m m °p oo m b' o �' 25 a c? s Fr. 16.73' BL CK T II U ��� 52 15 uosl 117.55' o b L=11.43' z �' n / J o� A o� Q' m = 6-T4' 1/2" C.LR.S. SZ 55 w ° z z 7zz8 a 678' 65 OQ SD 00' 0' Z5.OIJ^ -SD. — T14.48� — �' 19 �� -0 SQ. 79 0 U 7soo o ^ 20' B.L. L=25.45' / 1 w s FT. L' 1 40X �� - - L=37.48' O to 1 Q• m ST. V o o O 7,047 O SQ. 3 26 a N 00°5049 E 476.32 1 /2" C.LR.S. 1 /2" C.I.R.F. �L=115 Sb t 25 G' ry 23.63' SQ. FT m ° 0.00'- 43.42' L=59.22'--L=77.16' �'� s S,o33 .� °'- ,yl; 0 41' 5311 H.O.A. S 00°03'53" W 523.82' "TIPTON" = loz36 w N 0°50'49" E N N 0°50'49" E N 0 50'49" E / °� sQ.FT. c� -G 0(,1 2,400 1 /2" C.I.R.S. FROM WHICH A _ 1 _ WEST CROSSING BOULEVARD 16 L-23.02' SQ.FT. - TREE SHADOW LN. �� �; , �� s•12 _ — 120 08' 120.00' 49 1 2" C I R F "TIPTON" BEARS 1 3 AUTUMN TRAIL ` m �--}- 11s.00' b ° — e _ 27's \ �- / 0, N 00°03'53" E 524.24' rn W 50' R/W 0 56 b o 28 �' 3 G ° to 0 (80' R/W PER VOL. 2009, PG. 413, P.R.C.C.T.) -� - - - - 20'50 18.62' 27 u-i b 0 m 7$ o ui 6,600 o N 00 50'44" E 128.42' 7,522 F i5� S07 04'30"W - 0.80' try , \ N 12 a t o 0 0 LoSQ.FT. �, W I Clo 0 6,799 142.8T o 280.00' 101.3T L ,Oy 56 ro cr = 12 �� Y 4 sQ 2FT. o 0 o IN SQ 1FT. o N 0°50'49" E ' 70.00' - 33.42' - L=53.25' //� L=25.43' -Lp s� G� �O�o 0� O� 1 18.30' S0' R/W 1 15.00' 1 15.00' S0' R/W 76.37' L=38.81' CO ao s,7os U ry N 0°50'49" E N 0°50'49" E 57 120.00' 10' U.E. - q , �� F T 15' B.L. & U.E. 15' B.L. & U.E. 15' B.L. & U.E. 9 ' F n 0 sQ•FT• � 0 115.00' W 115.00' oo, 6,000 0 0 3 L=22.98' L=35.74' yti' s o- F /i //C� o b 0 0 0 0, II _ t 3 L=22.1 ! 1' / G� 1 1 O 14 O O 15 1 O t 6 N O 10,323 M m I Z ON SQ. FT. O C ^ N - 48.OB' / /j T7 ( Ali 8.55' 0 0 77 N w ^ N 0 _ 0 y / F Sd6s ^ ^ 0 0 7,632 ^ sQ. Fr. 0 o E N 0050'49" E Z _ 34 0. 33 M M o0 1 9 S, O s,44z � v, ^ ^ s,16s v o 0 28 o q SQ. FT I O I SQ. FT. n SQ. FT. I O I SQ. FT. ,p ^ ' N O°50'49" E 7,475 uj vj O 7,475 _ M O co 6,371 W 32 N S ��' 1 r° ° m N 0°03'S3" E N 0°50'49" E N 1 15.00' sQ. Fr. o ° 0 SQ. Fr. 0 120.00' W -° Y sQ z o°o ^ SQ. FT .6 SQ. o N 31 o b 29 ' I N 0003'53" E N O°03'S3" E N O 03'S3" E ^ O I ° tri J J 00 Q' - 6,179 Z 5/ \ O 115.00' o? 0 58 b I m N O°50'49" E IJ 0 50'49" E � z h 30 � 9,344 3FT 3 1 17.96' o m SQ' FT ^ SQ.25 f 119.51' 115.00' r 115.00' 3 o I v O o 115.00' c4 Z 115.00' 0 0° 54.68' 9.01' z 24.95' O ss2s o SQ. FT. N o 23 o b 7zoo n Z J' \ 2 n o o O b 0 0 w o 0 0 7 0^ w 0 7,705 n r I W 0 SQ. FT. o v 70.00' M \ 72 n o 0 O o 13 0 0 16 0 0 0 0 10 0 i s Fr. o N b 76 o I r/ 40.36' Z B/ -Ca to b �% U 10 L0 7,475 0 Q o W N 0 50'49" E 10 4 0 / N Li o m b 7,475 O E° L0 7475 Ln m o 7,873 29 0 0 M 0 7,47s 0 N N 00°50'49" E N 04006-02" E 26,3 OC / \ - -I - - - sQ. Fr. 0 o W O ^ SQ. Fr. ° ° sQ. FT. b o a sQ. Fr. o sQ. Fr. b Q N 0°50'49" E 747s t i Ali o N I l° J' J K j m L m m N 0°03'53" E m W o o SQ. h 120.00' 70.00' 63.69' 3 09'25" J07 N O°03'S3" E I N O°03'S3" E °O N O°03'53" E I z 1 17.04' I ^ 1 15.00' SQ. Fr. 3 a 0 b I I W 3 65 3 E ) N2p S' z �. z o J I ° 0 59 b v 2' ) 4' 6.20' 1 15.00' o O N 0°50'49" E N O 50'49" E vi O M 97- 34" 120.61' 1 15.00' 115.00' X N 0 50'49" E o Z N 7,800 Ln 35 36 E e0 }�14 lid. 19.46' � � b 24.46' � _ 11 01 � co 22 M 115.00' a 115.00' � SQ.FT. � Q N 7,927 a N o �' 37 � 1 /2" C.I.R.F. "GEER" FROM WHICH O 3 19.46' (V N V V 17 19.46' O 6 U a 7,6]2 0 W ,^° Q.F ^ 1 0 W I M SQ, FT. O M 6,523 M 6,174 3t q7 6S,p — — — — — — U soo0 m 12 d v ^ z sQ.Fr. 0 0 0, 0 75 N 0°50'49" EL16 0= sQ.Fl of s Fr. a? 38 9' A l /2" C.LR.F.'TIPTON" BEARS �'% SQ. FT. V 7,573 ,° 10 7,602 O 7,564 O ,o M SQ. FT, W O 30 O °p O 0 Q• cr, i — — 00 S FT. m SQ. FT. J N 0°50'49" E 10 7,475 tri N 7,475 O I ^ t O Z ° 6,831 ° 3.14' Q• L-16.05' 0 Z W I 50' R/W M h SO 50'50"W 0.54' J �+ SQ. FT. v II ° 1.N '� °1 T36" E 1 15.00' 3 O os FT. Z 0 1260� 0' o z=26.21' B.L. 2 0 39 / , uN l 19'02" E m SQ. FT O Q• 0` / � m N l °55' 19" E I I 3 J N 10431 T' E N 1 °36'48" E � Q. .moo b - L 20' n s Fr. q ,�RR N O°50'49" E N O 50'49" E_ ri 6,600 0 70.00'' 26.82' e 1 s Fr. Y O / 115.46' 3 V w SQ. FT. h 54' 2 I. 3 r 116.17' L-4 b W 120.98' 114.94' 115.00' >5 'a, 5 I rn, R/W m 21 0 115,00' 115.00' m N 0 50'49" E m 6 !�\ 23.35' �� oh^/�• I WEST CROSSING PHASE w 01 J °° 0, � I ARBOR LANE e' o 0 ih 4 v 1 M Im 11 0; N 18 J o I` * 00 76zo o r> �! 12 m 77z9 �I b I 74 Q - / 1 I w 7,996 7,616 5 `o SQ. FT. M m N S FT. °. b O / `- O, _ `° iry o 7,655 a0 °j II ,° o ,° 7,711 - ,° -� Q' m b `31 m O 7,475 = O 120.00' b I INST. NO. I I o SQ. Fr. o N N sQ. Fr. 7.63' ^ ° sQ. FT n 'I° N 2.19 SQ. Fr. N u N 0°50'49" E o 747s r '0 t1 ° --t I N 00°50'49" E 121.82' ? N U o Z N ,o SQ. FT ,° _ 61 ' 0 J N 4°05'1 1" m N 3°49'25" E 1 N 3 19'30" E °m \ P.R.C.C.T. 0 N 3011'10" E 05 '4 0 7,200 C7J N N 4°34'24" E o E z o 116.06' X N O°50'49" E I I N 0050'49" E $ 0 0 1 /2" I.R.F. I Q O N 114.8T 3 115.00' 0 115.33' 3 116.39' N °j 00 Q•FT � 70.00'- L=42.06' R - C I 118.52' M ^ Q L 4 ° a o I N 20 0 115.00' I I 115.00' 3 N 0°50'49" E �(;88 !S L= 4.69' "BENT" - �- U t-- n o 0 7,613 13 b 73 0 26.82' 0 , - - H 5 a M 10 - 70 19lei 10 o _ C 0 -7 m a 0 78n U b I t 3 6 U 7,760 - ,° 7,617 ,0 O 7,670 `0 If O S FT W N 7722 If II S O O 7,475 O O, O 62 120.�0' 0 U 00 N Q. Fr. O 32 o w SQ. FT. w If SQ. FT. h ° 10 sQ. FT a _, ^ Q• ,o o ,o ,O a n -' J o O o ° 12.19' ' L-3.45' 7,475 u3 to 0 0 � 67 N m ° sQ. Fr. N 0°50'49" E m 'O ,o SQ. Fr. 6,000 0 0 ^ o M 3 W I N 5° 19'S8" co SQ. FT. `0 0, o - _ 68 0 0 69 S• w N 7° 13'S0" E r, N 2T04" E Z N 6° 14' 16" E E z N S°05'02" E ? W 1 19.26' N O°50'49" E N O°50'49" E SQ. FT. o ^ I $ • a ^ 6'�0 CV 0 9,869 / / -- w. Q_ M M N 6° m z N N 0°50'49" E Q. F o^ SQ. FT. m O Z 113, 114.92' 114.99' 115.2T J co n SQ. I ~ 06' �I o a u n M 0 116.58' o N LL 19 0 115.00' 115.00' 120.00' O n z Z q I Z :i o L=19.20' 0 6.06' t 1 O M M O 9 ^ M a 20 W 3 :0 t'7 14 W �I M 8,157 I O 72 �C - O 63 Ui N N- O W `0 7,633 o CV ^ "' 7,564 v? o u b SQ. 46 o O o o b 70.00' 48.39' _ - - LU 6 b �? II O SQ. FL M 7,920 V S FT. 7,866 O J ,n 7,466 7,475 U O 7,z00 O p 14,747 N m 18.03' 00 SQ. Fr. 0 ,� Q. r� s Fr. 0 sQ. Fr. �o Q• 0 o sQ. Fr. o 10 / N 90 ° Q' n o l m N O°50'49" E 13.58' ° I s 00°50'49" E 1 18.39' l 4� SQ. FT. a � U N 8°48'S7" N 72o u � 31 'S7" E N 6 58'45" E ^ - h� I I J o 60' R/W It E 57' 00 II 124.60' N 0°50'49" E N 0°50'49" E O0 N 0 5049 E ^ 27,19' / 0 \ 114.16' 11 07 E ' It U J 110.49' 721.43' N U 0 w 120.00' - °' $ o n 21 7 77' cy'ci 15 u M 18 1 13.62' 1 15.00' 0 f.4 9.26' ^ \ 66- o, ry 2 co h 9,995 N _ 50' R/W o ro p \ lo,o8s / /0 1 vi I .M° 7434 ^ O 'T 7,490 b I� h 7,504 N 7,891 IJI SQ. FT. 0: uj O O -f 71 b 6,084 5 1 S FT 5 / b u I o a s Fr. o iv sQ. FT m o r1 34 I O o r0 O to a �° Q q TSQ. FT. ^ `o Q• SQ. FT. 6 1, � ,0 7T. ,o h 57,4775 SQ. FT. er .�- A� D _FT - `0 o L=37.38' L=36.31 ' n Q. F `07 -Q. ° E w\\ G/ 1 U I/ o� N 17°10'S0„E 2 N 10°58301 J N �4°4p34„E n N 12°72,45„E \ N 0°50'49" E z N O°50'49" E N 0°50'49" E N O°50'49" E Lb a G�q b V` / - -- 04 E 7 7. 109. 5 I 106.02' u L 1 p ° 710.62' 110.23' a g4, 40' R' I 113.8T 3 107.00' I I 1 15.00' L33 0 0 �b �b / / 7 F_ ' v 7 r 17.24' v U N L=21.49' o ;0 X v 65 0 17 1 SQ FT � b v b 22 N -6 1 6 oN _ >L 16 1- L8 h 17 ^ ^ 35 o to w 70 a 9,614 U 9 710 \ O- ^ `0 n SQ FT �/ / 11 N 45033' 19" E 63.10' \ U V Et-, V O \ b 7,639 O 8,239 m �� LO 9,019 8,805 CV O 04 O CV 01 I I V h V 7,17 h o. o` SQ. FT. CPS ^' f� SQ. FT. n SQ. FT. L=102.12' 9 a 'o SQ. FT. 8.32' ° 8.32' sQ. Fr. o � / L34 q SQ. FT co Ib 0 1 � Ci / L35 7n .91? T07.12� J 1 TIT81'— �72 8s A" 5=' — — z — 1=1 -78.49- rya. / / `1 /2" C.1.R.F. "GEER" PHASE 8 & 10 LOT CRITERIA SUMMARY TABLE TYPICAL LOT DIMENSIONS 50' X 1 10' SIDE YARD 5' FRONT YARD 20' REAR YARD 20' CORNER SIDE 15' YARD LOT AREA 6000' L9 N nnona' i i " E 1047 54' / WEST CROSSING BOULEVARD _ 12' U.L.S.W.E. (80' R/W PER VOL. 2009, PG. 413, P.R.C.C.T.) PHASE 12 LOT CRITERIA SUMMARY TABLE TYPICAL LOT 65' X 1 10' DIMENSIONS SIDE YARD 6' FRONT YARD 25' REAR YARD 20' CORNER SIDE 15' YARD LOT AREA 7200' 1 /2" C.I.R.F. "GEER" FROM WHICH 03 A 1 /2" C.I.R.F. "TIPTON" BEARS ao � — _5T5"54'44"W-T.06— THIS DOCUMENT IS FOR INTERIM REVIEW ONLY, IT IS NOT INTENDED FOR BIDDING, CONSTRUCTION, OR PERMIT PURPOSES. EDWARD W. ECKART TEXAS P.E. NO. 88471 ANNA HIGH SCHOOL #1 ADDITION _ _ — VOL. 2011, PG. 176 — — P.R.C.C.T. SEE SHEET 2 FOR LINE & CURVE TABLE OINTER M. BLOOMFIELD HOMES 1050 E. HWY 114, SUITE 210 SOUTHLAKE, TX 76092 (817) 416-1572 DEVELOPER: DOUGLAS PROPERTIES, INC. 2309 AVE. K co Q SUITE 100 PLANO, TX 75074 (972) 422-1658 PREPARED BY: GOODWIN< MARSHALL Z CIVIL ENGINEERS — PLANNERS — SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 swsamored rkwv a ,- Rr rwrnd Picwy L E✓ 4"-Y o; W Fei, St d� Mraplr St CID �i CID x� H�'�tJlicrosoft Corporation ® 2019 HERE y�7 VICINITY MAP N.T.S. LEGEND BOUNDARY CORNER AS NOTED SQ. FT. SQUARE FEET U. E. UTILITY EASEMENT B.L. BUILDING LINE R/W RIGHT-OF-WAY INST. NO. INSTRUMENT NUMBER CAB. CABINET SL. SLIDE VOL. VOLUME PG. PAGE DEED RECORDS, COLLIN D.R.C.C.T. COUNTY, TEXAS PLAT RECORDS, COLLIN P.R.C.C.T. COUNTY, TEXAS I.R.F. IRON ROD FOUND C.I.R.F. CAPPED IRON ROD FOUND CAPPED IRON ROD SET C.I.R.S. (GOODWIN & MARSHALL) UTILITY, LANDSCAPE, & U.L.S.W.E. SCREENING WALL EASEMENT BOUNDARY LINE — — ADJOINER LINE — — — ABSTRACT LINE — — — — — — — EASEMENT LINE � PHASE LINE SITE DATA TOTAL LAND AREA 49.916 AC. RESIDENTIAL USE AREA 38.326 AC. ROW AREA 11.426 AC. OPEN SPACE AREA 0.164 AC. RESIDENTIAL LOTS 222 OPEN SPACE LOTS 3 \ 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. Issued for review 3/14/2019 4:05 PM PRELIMINARY PLAT OF WEST CROSSING PHASE 8, 109 & 12 BEING 49.916 ACRES SITUATED IN THE HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 CITY OF ANNA, COLLIN COUNTY, TEXAS 222 RESIDENTIAL LOTS, 3 NON-RESIDENTIAL LOTS Date: March 2019 SHEET 1 of 2 3 Q a CL N 0 00 Q 0 Is 0 U i 0 U a� a v 0 0 i w LEGAL DESCRIPTION: All that certain lot, tract, or parcel of land, situated in a portion of the Henry Brantly Survey, Abstract No. 71, the Guyn. Morrison Survey, Abstract No. 559, City of Anna, Collin County, Texas, being part of that certain called 85.196 acre tract described as Tract B in a deed to Bloomfield Homes, LP recorded in Instrument No. 20131227001685590 of the Deed Records of Collin County, Texas (DRCCT), and being more completely described as follows, to -wit: BEGINNING at a 1 /2" capped iron rod found stamped "WESTWOOD" in the East line of said 85.196 acre tract and being the Northeast corner of West Crossing Phase 6 recorded in Instrument No. 2018-251 of the Plat Records of Collin County, Texas (PRCCT); THENCE North 89 deg. 9 min. 11 sec. West departing said East line and continue along the North line of said West Crossing Phase 6, a distance of 1,060.00 feet to a 1 /2" capped iron rod set stamped "GOODWIN & MARSHALL", hereinafter referred to as 1 /2" capped iron rod set for the Northwest corner of same, being in the West line of said 85.196 acre tract and the East right-of-way line of West Crossing Boulevard (80' right-of-way width) per Volume 2009, Page 413 (PRCCT); THENCE North 0 deg. 50 min. 49 sec. East along the West line of said 85.196 acre tract and said East right-of-way line, a distance of 476.32 feet to a 1 /2" capped iron rod set, from which a 1 /2" capped iron rod found stamped "TIPTON" bears South 7 deg. 4 min. 30 sec. West - 0.80 feet, said point being a Point of Curvature of a circular curve to the left, having a radius of 485.00 feet, a central angle of 61 deg. 47 min. 53 sec., and being subtended by a chord which bears North 30 deg. 3 min. 7 sec. West - 498.12 feet; THENCE in a Northwesterly direction along said curve to the left, the West line of said 85.196 acre tract, and said East right-of-way line, a distance of 523.11 feet to a 1 /2" capped iron rod set, from which a 1 /2" capped iron rod found stamped "TIPTON" bears South 1 deg. 50 min. 50 sec. West - 0.54 feet; THENCE North 60 deg. 57 min. 4 sec. West tangent to said curve and continue along said West line and East right-of-way line, a distance of 107.46 feet to a 1 /2" iron rod found "bent" for a Point of Curvature of a circular curve to the right, having a radius of 560.00 feet, a central angle of 61 deg. 01 min. 15 sec., and being subtended by a chord which bears North 30 deg. 26 min. 26 sec. West - 568.62 feet; THENCE in a Northwesterly direction along said curve to the right, the West line of said 85.196 acre tract, and said East right-of-way line, a distance of 596.41 feet to a 1 /2" capped iron rod found stamped "GEER", from which a 1 /2" capped iron rod found stamped "TIPTON" bears South 15 deg. 54 min. 44 sec. West - 1.06 feet; THENCE North 0 deg. 4 min. 11 sec. East tangent to said curve and continue along the West line of said 85.196 acre tract, and said East right-of-way line, a distance of 1,047.54 feet to a 1 /2" capped iron rod found stamped "GEER" at the beginning of a corner clip at the intersection of the East right-of-way line of said West Crossing Boulevard and the South right-of-way line of Rosamond Parkway; THENCE North 45 deg. 33 min. 19 sec. East along said corner clip, a distance of 63.10 feet to a 1 /2" capped iron rod set at the end of said corner clip, being in the North line of said 85.196 acre tract and the South right-of-way line of Rosamond Parkway; THENCE South 88 deg. 57 min. 33 sec. East along said North line and South right-of-way line, a distance of 545.08 feet to a 1 /2" capped iron rod set for the Northwest corner of said 85.196 acre tract; THENCE South 0 deg. 3 min. 53 sec. West departing said South right-of-way line and continue along the East line of said 85.196 acre tract, a distance of 523.82 feet to a 1 /2" capped iron rod fond stamped "TIPTON" for a Point of Curvature of a non -tangent circular curve to the right, having a radius of 170.00 feet, a central angle of 80 deg. 01 min. 20 sec., and being subtended by a chord which bears South 57 deg. 32 min. 10 sec. East - 218.60 feet; THENCE in a Southeasterly direction along said curve to the right and East line, a distance of 237.43 feet to a 1 /2" capped iron rod found stamped "TIPTON"; THENCE South 17 deg. 31 min. 30 sec. East along said East line, a distance of 514.83 feet to a 1 /2" capped iron rod set; THENCE South 0 deg. 50 min. 49 sec. West along said East line, a distance of 120.00 feet to a 1 /2" capped iron rod set; THENCE South 89 deg. 9 min. 1 1 sec. East along said East line, a distance of 171.76 feet to a 1 /2" capped iron rod set for a Point of Curvature of a non -tangent circular curve to the right, having a radius of 50.00 feet, a central angle of 162 deg. 9 min. 21 sec., and being subtended by a chord which bears South 44 deg. 55 min. 48 sec. East - 98.79 feet; THENCE in a Southeasterly direction along said curve to the right and said East line, a distance of 141.51 feet to a 1 /2" capped iron rod set for a Point of Curvature of a non -tangent circular curve to the left, having a radius of 224.00 feet, a central angle of 26 deg. 42 min. 7 sec., and being subtended by a chord which bears South 17 deg. 20 min. 40 sec. East - 103.45 feet; THENCE in a Southerly direction along said curve to the left and said East line, a distance of 104.39 feet to a 1 /2" capped iron rod set for a Point of Curvature of a reverse circular curve to the right, having a radius of 1,226.00 feet, a central angle of 26 deg. 39 min. 51 sec., and being subtended by a chord which bears South 17 deg. 21 min. 48 sec. East - 565.42 feet; THENCE in a Southerly direction along said curve to the right and said East line, a distance of 570.56 feet to a 1 /2" capped iron rod found stamped "TIPTON"; THENCE South 89 deg. 16 min. 18 sec. East along said East line, a distance of 168.43 feet to a 1 /2" capped iron rod set; THENCE South 0 deg. 50 min. 49 sec. West along said East line, a distance of 120.00 feet to a 1 /2" capped iron rod set for a Point of Curvature of a non -tangent circular curve to the right, having a radius of 50.00 feet, a central angle of 225 deg. 5 min. 23 sec., and being subtended by a chord which bears South 66 deg. 36 min. 30 sec. East - 92.36 feet; THENCE in a Southeasterly direction along said curve to the right and said East line, a distance of 196.43 feet to a 1 /2" capped iron rod set; THENCE South 0 deg. 50 min. 49 sec. West along said East line, a distance of 254.59 feet to a 1 /2" capped iron rod set for a Point of Curvature of a non -tangent circular curve to the right, having a radius of 50.00 feet, a central angle of 246 deg. 47 min. 47 sec., and being subtended by a chord which bears South 55 deg. 45 min. 17 sec. East - 83.49 feet; THENCE in a Southeasterly direction along said curve to the right and said East line, a distance of 215.37 feet to a 1 /2" capped iron rod found stamped "TIPTON"; THENCE South 0 deg. 50 min. 49 sec. West along said East line, a distance of 124.04 feet to a 1 /2" capped iron rod set to the POINT OF BEGINNING, containing 2,174,348 square feet or 49.916 acres of land, more or less. LINE TABLE LINE # BEARING DISTANCE Ll S00050'49"W 25.00 1_2 N89009' 1 1 "W 50.00 L3 S00050'49"W 25.00 L4 N45050'47"E 21.22 L5 S34008'O 1 "W 23.91 L6 S00050'49"W 10.00 L7 N 1703 1'30''W 108.30 L8 N09002'55"E 9.42 L9 N89055'49''W 8.32 L 10 S 1204521 "W 25.00 L11 N01010'05''W 84.93 L12 N06027'07''W 62.57 L 13 N 1 1008' 12"W 68.22 L 14 N 15049'08''W 62.50 L15 N2001219"W 59.97 L16 N24059'38''W 73.72 L17 N29052'00"W 62.31 L18 N34031'49''W 67.88 L20 S00050'49"W 70.00 L21 S05029' 17" E 47.07 LINE TABLE LINE # BEARING DISTANCE L22 S2700519"E 44.62 L23 S32026'50''E 64.47 L24 S28038'51''E 60.39 L25 S25031'26"E 55.28 L26 S 18°58'50''E 55.28 L27 S15051'25''E 60.39 L28 S 12°44'00''E 55.28 L29 S06011'23"E 55.28 L30 S03012' 15"E 55.28 L31 SO 1 034'00"E 72.82 L32 N50020'24"E 48.11 L33 S67037'34''W 5.00 L34 N89055'49"W 5.00 L35 N49052'24"W 21.60 L36 S72028'30"W 116.13 L37 N72028'30"E 117.91 NOTES 1. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. The combined scale factor for this is 0.99985652. This factor is to be applied to any ground coordinate or distance values in order to reduce said values to State Plane grid. 2. All property corners are set with 1 /2" iron rods with yellow plastic caps stamped "Goodwin & Marshall", unless otherwise noted. 3. 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. 4. ROW owned by City, Landscape Improvments, Owned and Maintained By Owner, HOA or the Owners of Individual Lots Contained within this Plat, As Applicable. 5. According to the Flood Insurance Rate Map (FIRM) panel 48085COI 60J, effective June 2, 2009. This survey is located in Flood Insurance Zone (X) (non -shaded), being defined as areas outside the 0.2% annual chance floodplain. 6. Parkway improvements such as curb & gutter, pavement tie-in, drive approaches, and sidewalks may be required at time of building permit issuance via a parkway permit. 7. Lots 89X, 90X, BLOCK U, and 40X, Block T are private H.O.A./Developer owned and maintained open space lots. 8. Ownership information shown hereon was obtained from the Collin County Central Appraisal District's website and may be inaccurate or out-of-date. 9. The person responsible for preparing this plat is John Nicholas Rogers, R.P.L.S. # 6372 Goodwin & Marshall, Inc. 2405 Mustang Drive Grapevine, TX 76051 (817) 329-4373 THIS DOCUMENT IS FOR INTERIM REVIEW ONLY, IT IS NOT INTENDED FOR OWNER. DEVELOPER - BIDDING, CONSTRUCTION, OR PERMIT PURPOSES. BLOOMFIELD DOUGLAS PROPERTIE HOMES 2309 AVE. K EDWARD W. ECKART SUITE 100 TEXAS P.E. NO.88471 1050 E. HWY 114, SUITE 210 O O PLANO, TX 75074 SOUTHLAKE, TX 76092 (817) 416-1572 (972) 422-1658 PREPARED BY: GOODWIN< MARSHALL z INC. CIVIL ENGINEERS --- PLANNERS - SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 CURVE TABLE CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C 1 600.00 94.97 9004'07" S84037'07"E 94.87 C2 600.00 94.97 9004'07" S8403707" E 94.87 C3 600.00 94.97 9004'07" S03041 ' 1 FE 94.87 C4 600.00 94.97 9004'07'' S03041' 1 FE 94.87 C5 1000.00 113.63 603039" N87015'27"W 113.57 C6 3500.00 525.26 803555" N88018'05"W 524.77 C7 2025.00 121.85 302652" S89007'23"W 121.84 C8 249.00 137.08 31 °32'32" N 1405527"W 135.35 C9 250.00 153.63 35012'33" N 1604528"W 151.22 C 10 1500.00 157.54 6001 '04" S03051 '21 "W 157.47 C 11 250.00 145.24 3301712" S 17029'25"W 143.21 C12 250.00 100.68 23004'26" N79018'36"E 100.00 C 13 250.00 100.68 23004'26" N05059' 17"W 100.00 C 14 400.00 134.66 19017'20" N27010' 10"W 134.03 C 15 200.00 131.63 37042'37" N71 °59'30"E 129.27 C 16 205.00 131.95 36052'43" N 18022'28"W 129.68 C 17 1805.00 184.90 5052'09" N87000'02"W 184.82 C18 675.00 123.72 10030'05" N78048'55"W 123.54 C 19 250.00 71.41 16021 '56" N81 °44'51 "W 71.17 Z 25'x25' SIDEWALK, VISIBILITY, AND MAINTENANCE (SVM) 25'x25' SIDEWALK, VISIBILITY, 1 W AND MAINTENANCE (SVM) EASEMENT (TYPICAL) + W + EASEMENT (TYPICAL) w 25' - / / \ 25' Iq - 25 � 25 LOCAL STREET CENTERLINE STREET TO STREET INTERSECT/ON 25' X 25' SIDEWALK, VISIBILITY, AND NOTE:MAINTENANCE EASEMENT (TYPICAL) DETAIL PERTAINS TO ALL LOCAL INTERSECTIONS. TYPICAL STREET INTERSECTION N.T.S. 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. Issued for review 3/ 14/2019 4:05 PM PRELIMINARY PLAT OF WEST CROSSING PHASE 8, 109 & 12 BEING 49.916 ACRES SITUATED IN THE HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 CITY OF ANNA, COLLIN COUNTY, TEXAS 222 RESIDENTIAL LOTS, 3 NON-RESIDENTIAL LOTS Date: March 2019 3 J N a THE CITY OF Aiftha AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the One Anna Two Addition Final Plat. SUMMARY: The One Anna Two Addition Final Plat is located in the W. S. Rattan Survey, Abstract No. 752 and Thomas Rattan Survey, Abstract No. 782. The plat contains approximately 23.914 acres covering a section of land West of Highway 75 and North of the future Suzie Lane that will consist of 3 lots. A drainage letter is attached. STAFF RECOMMENDATION: Approval of the One Anna Two Addition Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 3/22/2019 Exhibit 3/22/2019 Exhibit 3/22/2019 Exhibit �i GRAPHIC SCALE 100 0 50 100 200 1 inch = 100 ft. Project Anna Site z a m vi U w F.M. 455 Location Mali Not to Scale LEGEND OCIRS CAPPED IRON ROD SET STAMPED "BDD" OCIRF CAPPED IRON ROD FOUND OIRF IRON ROD FOUND OALUM. MON. ALUMINUM MONUMENT R.O.W. RIGHT OF WAY VOL., PG. VOLUME, PAGE DOC. NO. DOCUMENT NUMBER D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS NOTES: ZONED: SF-E JAN SHERLEY MILLER VOL. 2667, PG. 671 D. R. C. C. T. ZONED: I SF-E AT&T CORP. INST. NO. 2006091200131BB50 0. P. R. C. C. T. M. MON. 5/8" IRF POINT OF N89056'12"E - 892.51' (RECORD) IBE N89'56'12"E - 891.82' (MEASURED) L _ 1/2" IRF - ALUM. MON. o5/s' IRF N 01 '06' 39"W 54.006'39"W N89°56'12"E - 811.81' 55.81' - MEASURED N01°06'39"W I I CIRS (55.96 - RECORD) 54.35' I ' I 20' LANDSCAPE BUFFER to I ^ 0=016'48'40" cc N I N I I� I L= 205.39' 40 w 40 " " LOT 3 I R= 700.00' I N ^ BLOCK A I m' CH=N07'17'42"E I� s 639,309 SQ. Fr. CL=204.65' Z 14.677 ACS. Ia I Q /Iv 1/2 CIRF I J I I, W o z c. ,O O / �,• m � c� I I � N co b- N = w cu.� DRAINAGE EASEMENT o 7/ o /2" IRF d (BY THIS PLAT) ^ I STATE OF TEXAS /- " ;: VOL. 655, PG. 446 �I z 30' FIRE LANE, ACCESS D. R. C. C. T. / z & UTILITY EASEMENT 3 2.97" (BY THIS PLAT) R 3� 2R C23 15'x25' UTILITY EASEMENT N o Les (BY THIS PLAT) J 15.00' 114- ^ �I '^ 28 �704.60' IMo�L31 I f I S81'31'00" �� I CZ N81 • C22 E - 179.81 • I ° - 95.17 I L22 I L21 62.37\ Cl, I I" DRAINAGE I EASEMENT S81 ° I I 3100 Z I RF (BY THIS E- 458.78> Lag a I I 3 1 PLA0 �24' FIRE LANE, ACCESS m I '0 I Ci o & UTILITY EASEMENT 1 I (BY THIS PLAT) ,I� �I 36' FIRE LANE, ACCESS I O N ^ I ^ I� 10'x10' WATER EASEMENT I7 Imo& UTILITY EASEMENT I I � N I ^ U BY THIS PLAT I O to of lIq a (BY THIS PLAT) ( ) xi QD U li N N MI °I 15'x25' UTILITY EASEMENT I/ I _2 O I D C) o L33 (BY THIS PLAT) L43 I I 1' Z Q N 0) IO' °'I IO; oI o 15'x25' WATER EASEMENT I � I o 0 o N .9 v (BY THIS PLAT) I BLOCK A I I o I I Q o s� o I I Z Z o ZI 66 �� LOT 2, BLOCK A L4o 11 TOTAL AREA:CO I 208,OW SQ. Fr. N J L47 1,041,713 SQ. FT. I Io m N 1/2 IR I I I I \ L35 4.775 ACS. oI T3 Zn 23.914 ACRES I c� I � ZONED: PD N L45 ��IN �" NET AREA AFTER 80' ROW AND I I �? N 0 loll I I ^ ONE ANNA TWO, LTD. 2I C--' 32 ' 1 : HALF OF THE 60' ROW: I Q I I J o N DOC. NO. 20070201000151 001�� 3 910,542 SQ. FT. I Z : IU I I DOC. NO. 20070201000151 �10 �' 0 1 �� 20.903 ACRES c� I I I D. R. C. C. T. M �/ to �o I I I 21.68' II w�o.�� 30' RIGHT-OF-WAY 1/2" IRF �I I WATER EASEMENT 3 lvo N� DEDICATION Imla (BY THIS PLAT) c -0 o ti Q z I / WATER EASEMENT I I N co I v/ I (BY THIS PLAT) � o I �I �� J O I �I L3s L3 (BY THIS PLAT) _I� z� 15' UTILITY EASEMENT WIZ' �' O ,� II I J \sue, �12.895 1 0� 151.00o rLl L51IL511.32' I (BY THIS PLAT) I Q I I o IL79 E 00 I 1 ���555 20' SANITARY o m Z In N81'31 w G��k L27 S08°29'00"W SEWER EASEMENT W `� I L77 24' FIRE AL NE15' 1.50' j�L2s f-j 2.95' (BY THIS PLAT) I Q I `� & UTILITY ACCESS 39.7a I CAI W W 35' 58' EASEME - �581'31' Q �' II J 581°31'00"E BY THIS PLAT ENT L� _76.25' N �0 E I I Qo 7. 5 13� 8�'31100,, _ T I N O w I a r17 40 �� �- ��N81 310.50' 1 _ ^ ? CS L5 � 31'00' I 2 OpJ 4.60' C10 �W .75� I 29.25' kRAINAGE c16 °��5C12 11 CIRs 1'00"co N81° 10 NA EASEMENT l8 W - 3110 C).7 25' SITE VISIBILITY & zl (BY THIS PLAT) ��. ' /C,1 N81'3� „- _5 0 25.00 25.00, SIDEWALK MAINTENANCE ESMT 80, z D TENTION POND EASEMENT �F�� �� W - 311 75, I (BY THIS PLAT) (BY THIS PLAT) P �� o clRs � II LOT 1�� 5 G\ BLOCK A 25' BUILDING LINE I �P • `' 63 233 SQ. Fr. Q) .� 25' SITE VISIBILITY & 1.451 ACS. SIDEWALK MAINTENANCE ESMT L13 c15 _\l G\ 20' LANDSCAPE BUFFER (BY THIS PLAT) L12 _ P` 1 R.O.W. DEDICATION I 1/2 CIRF L15 L4 / C). DOC. NO. 20180525000644610 C3 L14 L16 0 f IE Cj� 0 FZ' 0. P. R. C. C. T. I I CIRS � � r� / LOT TABLE L2 o IRS Opoo ED (pR 20' SANITARY LOT AREA 1 1.451 AC. 2 4.775 AC. 3 14.677 AC. All corners set are monumented with a 5/8 inch iron rod with yellow cap stamped "BDD", unless otherwise noted. 4 16'48' 41 " L=181.92' 1 R=620.00' CH=S07*17'41 "W CL=181.26' 0= 016'48' 41 of L=205.39' R=700.00' CH=N07'17'41 "E CL=204.65' 16'48'41" L=177.52' R=605.00" CH=N07'17'41 "E CL=176.88' 1/2" I 80' RIGHT-OF-WAY DEDICATION (BY THIS PLAT) CADG HURRICANE CREEK, LLC DOC. NO. 20150529000631020 D. R. C. C. T. N01'06'3999W 201.55' A= 009'31' 48" L=116.43' R=699.99' CH= N 03'39'15"E CL=116.30' 0=9'32'09" L=132.31' R=794.99'� CH=NO3'39'26"E CL=132.16' ZONED: PD 2001-18 N08'25'09"E 393.86' (RECORD) N08°30'51 "E 394.11' (MEASURED) No portion of the subject property lies within any area of 100-year flood according to FEMA's Flood Insurance Rate Map, Community -Panel No. 48085CO155J, dated June 2, 2009. Property is in Zone X (unshaded). Bearings are based upon the north line of the subject property as described in the deed recorded in Document No. 20070201000151600, Official Public Records, Collin County, Texas. ©Copyright 2018 Brockette/Davis/Drake, Inc. All Rights Reserved. This drawing is the property of Brockette/Davis/Drake, Inc. Any modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. 20' LANDSCAPE BUFFER 1/2" IRF REMAINDER Z TRACT 2,451,754 SQ. FT. 40' 1 40' w 56.514 ACS. I- z w w 80' co 4 W. S. RATTAN SURVEY Ld ABSTRACT 752 J ONE ANNA TWO, LTD. 1 DOC. NO. 20070201000151600 DOC. NO. 20070201000151610 D. R. C. C. T. R.O.W. DEDICATION DOC. NO. 2018052500064461C I I 0. P. R. C. C. T. SEWER EASEMENT I I DOC. N0. 20180 644600 0. P. R. C.. C. C. T. T. I EASEMENT FOR I HIGHWAY PURPOSES VOL. 655, PG. 449 I D. R. C. C. T. Li I I I I I I I I I I I I I I I II I Property Line Table Line # Direction Length L1 S42'22'14"W 110.79' L2 N79'56'39"W 125.16' Easement Line Table Line # Direction Length L5 S83'29'00"W 214.86' L6 S75'51'04"W 67.02' L7 N14'08'56"W 20.00' L8 N75'51'04"E 67.02' L9 N83'29'00"E 220.22' L10 S08'29'00"W 20.71' L11 S42'22'14"W 110.79' L12 N79'56'39"W 46.54' L13 N35'42'47"W 35.83' L14 N80'03'50"W 25.00' L15 N08'30'51"E 25.05' L16 N79'48'06"W 21.00' L17 N81'31'00"W 34.00' L18 N08'30'51"E 22.32' L19 S81'29'09"E 19.00' L20 N08'30'51"E 84.44' L21 N81'31'00"W 13.21' L22 N08'29'00"E 10.00' L23 N47'39'39"W 29.25' L24 S47'39'39"E 45.94' L25 S08'30'51 "W 106.74' L26 N81'31'00"W 53.72' L27 S81'31'00"E 42.14' L28 N08'29'00"E 25.00' OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF COLLIN WHEREAS ONE ANNA TWO, LTD. is the owner of a 23.914 acre tract of land situated in the W. S. Rattan Survey, Abstract No. 752 and located in the City of Anna, Texas, some being a portion of that tract of land conveyed to One Anna Two, Ltd. by deeds recorded in Document Nos. 20070201000151600 and 20070201000151610, Deed Records, Collin County, Texas, and being more particularly described as follows: BEGINNING at an aluminum monument found for the northeast corner of the remainder of said One Anna Two, Ltd. tract and southeast corner of the remainder of that tract of land, called Tract Four, conveyed to Jan Sherley Miller by deed recorded in Volume 2667, Page 671, Deed Records, Collin County, Texas, said corner lying in the west right of way line of U.S. Highway No. 75; THENCE along said west right of way line and the east line of said One Anna Two, Ltd. tract, S08' 29' 00"W, for a distance of 1168.74 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner, THENCE departing said west right of way line and said east line of the One Anna Two, Ltd. tract, and running over and across said One Anna Two, Ltd. tract, the following five (5) courses and distances: N81'31'00"W, for a distance of 311.75 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner at the beginning of a curve to the left having a central angle of 56'06'46", a radius of 200.00 feet and a chord which bears S70'25'37"W, for a distance of 188.14 feet; Along said curve to the left, for an arc distance of 195.87 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner, S4222'14"W, for a distance of 110.79 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner at the beginning of a curve to the right having a central angle of 57'41'07", a radius of 200.00 feet and a chord which bears S71'12'47"W, for a distance of 192.96 feet; Along said curve to the right, for an arc distance of 201.36 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner, N79'56'39"W, for a distance of 125.16 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner in the common west line of said One Anna Two, Ltd. tract and the East line of that tract of land conveyed to CADG Hurricane Creek, LLC by deed recorded in Document No. 20150529000631020, Deed Records, Collin County, Texas, said corner lying at the beginning of a non -tangent curve to the right having a central angle of 00'39'28", a radius of 700.03 feet and a chord which bears N08'05'23"E, for a distance of 8.04 feet; THENCE along said common line between the One Anna Two, Ltd. and CADG Hurricane Creek, LLC tracts, the following seven (8) courses and distances: Along said curve to the right, for an arc distance of 8.04 feet to a 1/2-inch capped iron rod found for corner; N08' 30' 51"E, for a distance of 394.11 feet (Record: N08' 25' 09"E, 393.86) to a 1/2-inch iron rod found for corner at the beginning of a curve to the left having a central angle of 09' 31' 48", a radius of 699.99 feet and a long chord which bears NO3' 39' 15"E, for a distance of 116.30 feet; Along said curve to the left, for an arc distance of 116.43 feet to a 1/2-inch iron rod found for corner; N01' 06' 39"W, for a distance of 201.55 feet to a 1/2-inch iron rod found for corner at the beginning of a curve to the right having a central angle of 16' 48' 41", a radius of 700.00 feet and a long chord which bears N07' 17' 41 "E, for a distance of 204.65 feet; Along said curve to the right, for an arc distance of 205.39 feet to a 1/2-inch iron rod found for corner; N15' 42' 02"E, for a distance of 121.60 feet to a 1/2-inch capped iron rod found for corner at the beginning of a curve to the left having a central angle of 16' 48' 40", a radius of 700.00 feet and a long chord which bears N07' 17' 42"E, for a distance of 204.65 feet; Along said curve to the left, for an arc distance of 205.39 feet to a 5/8-inch steel rebar with yellow cap stamped "BDD" set for corner, N01' 06' 39"W, for a distance of 55.81 feet (Record: 55.96') to a 1/2-inch iron rod found for corner in the common north line of said One Anna Two, Ltd. tract and the South line of said Jan Sherley Miller tract; THENCE along said common line between the One Anna Two, Ltd. and Jan Sherley Miller tracts, N89' 56' 12"E, for a distance of 891.82 feet (Record: 892.51') to the POINT OF BEGINNING and containing 1,041,713 square feet or 23.914 acres of land, more or less. Lot Line Table Line # Direction Length L3 S42'22'14"W 110.79' L4 N79'56'39"W 46.00' Easement Line Table Line # Direction Length L29 S81'31'00"E 15.00' L30 S08'29'00"W 25.00' L31 S81'31'00"E 179.81' L32 S08'29'00"W 30.00' L33 S81'31'00"E 14.25' L34 S08'29'00"W 25.00' L35 N81'31'00"W 14.25' L36 N08'29'00"E 6.09' L37 S81'31'00"E 10.00' L38 S08'29'00"W 13.52' L39 S81'31'00"E 36.00' L40 S81'31'00"E 24.00' L41 S08'29'00"W 42.00' L42 N08'29'00"E 25.00' L43 S81'31'00"E 15.00' L44 S08'29'00"W 25.00' L45 N81'31'00"W 9.14' L46 N08'29'00"E 10.00' L47 S81'31'00"E 10.00' L48 S08'29'00"W 34.25' L49 N53'29'00"E 35.36' L50 N08'29'00"E 11.21' L51 S81'31'00"E 10.00' L52 S08'29'00"W 8.96' Property Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 195.87' 200.00' 56'06'46" S70'25'37"W 188.14' C2 201.36' 200.00' 57'41'07" S71 *12'47"W 192.96' C3 8.04' 700.03' 0'39'28" N08'05'23"E 8.04' Lot Curve Table Curve # Length Radius Delta Chord Direction Chord Length C4 36.91' 230.00' 9*11'39" N86'06'50"W 36.87' C5 188.34' 230.00' 46'55'07" S65'49'47"W 183.12' C7 129.80' 779.99' 9'32'06" NO3'39'24"E 129.65' C8 55.03' 620.00' 5'05'08" N01'25'55"E 55.01' C9 228.86' 780.00' 16'48'40" N07'17'42"E 228.04' Easement Curve Table Curve # Length Radius Delta Chord Direction Chord Length C10 12.49' 230.00' 3'06'45" N83'04'22"W 12.49' C11 44.59' 230.00' 11'06'33" S89'48'59"W 44.53' C12 10.32' 30.00' 19'42'50" N18'20'25"E 10.27' C13 19.73' 30.00' 37'41'03" S10'21'32"E 19.38' C14 244.84' 250.00' 56'06'46" S70'25'37"W 235.17' C15 151.02' 150.00' 57'41'07" S71 *12'47"W 144.72' C16 11.99' 90.00' 7'37'56" S79'40'02"W 11.98' C17 14.65' 110.00' 7'37'56" N79'40'02"E 14.64' C18 75.34' 565.00' 7'38'24" S02'42'33"W 75.28' C19 138.96' 834.99' 9'32'06" NO3'39'24"E 138.80' C20 136.49' 819.99' 9*32'13" NO3'39'27"E 136.33' C21 67.84' 580.00' 6'42'07" S02'14'24"W 67.80' C22 7.88' 580.00' 0'46'41" N09'55'58"E 7.88' C23 21.49' 565.00' 2*10'47" S10'39'43"W 21.49' C24 84.82' 54.00' 90'00'00" S53'29'00"W 76.37' C25 84.82' 54.00' 90'00'00" N36'31'00"W 76.37' C27 24.49' 30.00' 46'46'50" S75'05'35"W 23.82' C28 24.07' 30.00' 45'57'46" S58'32'07"E 23.43' C29 47.12' 30.00' 90'00'00" N36'31'00"W 42.43' C30 47.12' 30.00' 90'00'00" S53'29'00"W 42.43' C31 47.12' 30.00' 90'00'00" S36'31'00"E 42.43' C31 47.12' 30.00' 90'00'00" N53'29'00"E 42.43' C32 56.55' 18.00' 180'00'00" N81'31'00"W 36.00' C33 56.55' 18.00' 180'00'00" S81'31'00"E 36.00' OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS. That ONE ANNA TWO, LTD., acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ONE ANNA TWO ADDITION, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. 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 some 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. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS, my hand this the day of _____________- 2019. ANNA INVESTMENTS, LLC, a limited liability company By. ONE ANNA TWO, LTD., a Texas limited partnership, By. ONE ANNA TWO, GP, a Texas corporation, its General Partner Name: Andrew Bossen Title: Manager STATE OF TEXAS COUNTY OF BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Andrew Bossen, 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 --------- 2019. Notary Public in and for the State of Texas My Commission Expires: SURVEYOR'S STATEMENT That I, Siang W. Lim, a Registered Professional Land Surveyor, licensed by the State of Texas, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Dated this the day of 2019 Siang W. Lim, RPLS 5322 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 known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this Notary Public in and for the State of Texas My Commission Expires: CITY OF ANNA SIGNATURE BLOCK Mayor City Secretary day of ------------- 2019. FINAL PLAT ONE ANNA TWO ADDITION LOTS 1.3, 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 FEBRUARY, 2019 OWNER: ANNA INVESTMENTS, LLC c/o RGB EYE ASSOCIATES 1625 N. H WY 75 SHERMAN, TX 75090 SURVEYORS LIM & ASSOCIATES, INC. Engineering & Surveying Consultants TBPE Reg. F-3232, TBPLS Reg. 101236-00 1112 N. Zang Boulevard, Suite 200 Dallas, Texas 75203 (214) 942-1888, fax (214) 942-9881 Sheet 1 of 1 C18038FP.dwg November 30, 2018 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, TX 75409 Re: Anna Medical Office Building Anna, Texas BDD Project No. C18038 Dear Mr. Johnson: When designing the storm sewer system, which includes the underground piping and detention area, we utilized the following: Predeveloped Drainage Criteria: Tc=15min Iloo = 7.52 in/hr C = 0.40 We have used the following Drainage Criteria for Developed Conditions: Tc=10min Iloo = 8.74 in/hr C = 0.90 We have provided detention for the project so the post design runoff will not be greater than the predeveloped runoff. Please note the offsite drainage area to the north of the site will have to provide their own detention. The proposed underground system is not sized for post developed runoff. If the system (piping and detention pond) is constructed and maintained, the proposed development will not cause damage to downstream properties. If you have any questions or need additional information, please contact me at (214) 824-3647 or jriley@bddeng.com. Sincerely, B ROC KETTE/DAVI S/D RAKE, INC. Texas Registered Engineer' g Firm F-841 ames A. Riley, P.E. Project Manager JAR/dh brockettedavisdrake, inc. • Dallas / Austin • Structural & Civil Engineering 4144 N. Central Expressway, Suite 1100, Dallas, Texas 75204 phone 214.824.3647 • fax 214.824.3373 • www.bddeng.com Z:\Data\Civi1\2018\C18038 - Anna MOB Phase 1 \Correspondence\2018-11-30 Letter to J Johnson at City of Anna - jor.doc THE CITY OF Aiftha AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 4/1 /2019 Staff Contact., Maurice S chwanke Consider action to approve minutes of the March 4, 2019 Planning and Zoning M eeting. STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Meeting Minutes 3/22/2019 Exhibit MINUTES PLANNING AND ZONING COMMISSION March 4, 2019 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on March 4, 2019, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:01 pm. Members present were Sandy Setliff, Don Callaham, Wayne Barton, Janine Johnson, Donald Henke, Leslie Voss, and Danny Ussery with none absent. 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 Bridges Addition Development Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The development plat is located within Anna's extra territorial jurisdiction and is located off of the Southwestern side of County Road 477 and FM 2862. The tract is in the James Fisher Survey, Abstract No. 305 and contains 2.0 acres of land. The owner is proposing to put a new home, garage, and shop. A motion was made by Commissioner Callaham, seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous. 4. Consider/Discuss/Action on recommendation regarding the Camden Parc Phase 4 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the J.C. Brantley Survey, Abstract No. 114. The plat contains approximately 47.99 acres covering a section of land East of Highway 5 and to the South of Phase 1 and 2 of Camden Parc that will consist of 165 lots. A motion was made by Commissioner Henke, seconded by Commissioner Setliff to recommend approval of the final plat. The vote was unanimous. 5. A) Conduct a public hearing to consider public comments regarding a request by Donn Collins, the representative for Kyle and Wendy Rollins, the owners of the property. The property is currently zoned Agriculture (AG). The applicant requests to replace the existing zoning to a proposed Planned Development for Multi -Family. The property is located at 1220 S Powell Pkwy. The public hearing opened at 7:11 pm. Mr. Schwanke gave a brief presentation of the history of the property, about the floodplain that goes through the property, and about how the proposed Planned Development compares to the other apartments in the city. He also answered questions from the committee. Don Collins, the applicant, also gave a presentation and discussed the possible net acres that would be available for development for the project due to the floodplain and why commercial at the front would not be feasible. He answered multiple questions from the Commission. P & Z Minutes 03-04-19 Page 1 of 2 03-04-19 The public hearing closed at 7:32 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owners of the property to replace the existing zoning with a new Planned Development zoning. A motion was made by Commissioner Barton, seconded by Commissioner Henke, to recommend approval of the proposed planned development with an amendment to cap the maximum number of units at 300. The vote was unanimous. Don Collins and Mr. Schwanke agreed to the amendment as well. 6. Consider action to approve minutes of the February 4, 2019 Planning and Zoning meeting. A motion was made by Commissioner Ussery, seconded by Commissioner Setliff to approve the February meeting minutes. Commissioner Callaham abstained from the vote and it passed with a vote of 6 yes, 0 no, and 1 abstained. 7. Adjourn A motion was made by Commissioner Johnson, seconded by Commissioner Callaham to adjourn the meeting. The vote was unanimous. The meeting adjourned at 8:15 pm. Maurice Schwanke Director of Planning and Development ATTEST: P & Z Minutes 03-04-19 Page 2 of 2 03-04-19