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Home My WebLink AboutPZPkt2019-01-07THE CITY OF Anna AGENDA PLANNING AND ZONING COMMISSION January 7, 2019 The Planning and Zoning Commission of the City of Anna will hold a meeting at 7:00 p.m. on January 7, 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 Calvert Addition Development Plat. 4. Consider/Discuss/Action on recommendation regarding the Durfee Addition Development Plat. 5. Consider/Discuss/Action on recommendation regarding the Lakeview Estates Phase 3 Preliminary Plat. 6. Consider/Discuss/Action on recommendation regarding the Creekside Office Building Phase 1 Site Plan and Landscape Plan. 7. Consider/Discuss/Action on recommendation regarding the Freedom Flex Car Wash Site Plan and Landscape Plan. Consider/Discuss/Action on recommendation regarding the Pecan Grove Phase 4 Final Plat. Consider action to approve minutes of the December 3, 2018 Planning and Zoning meeting. 10. Adjorn This is to certify that I, Maurice Schwanke, Director of Planning and Development, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. January 4, 2019. Azz�oel� 14.4� — Maurice Schwan e 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 01-07-19 Page 1 of 1 Posted 01-04-19 THE CITY OF Anna AGENDA ITEM: Location Map SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Location Map Item No. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Upload Date Type 12/26/2018 Exhibit THE CITY OF Aiftha AGENDA ITEM: Item No. 3. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Calvert Addition Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and generally known as 13363 County Road 477. The tract is in the James Fisher Survey, Abstract No. 305 and contains 5.993 acres of land. The owner is proposing to put a new home, pool, pond, and several barns on the property. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Calvert Addition Development Plat. ATTACHMENTS: Description Upload Date Type Location Map 12/13/2018 Exhibit Development Plat 1/3/2019 Exhibit SITE 4 ,-PROPOSED R,❑,W, LINE 5/8-INCH IR❑N PIN FOUND AT P,I, STATI❑N 183+36.00 in � `t XISTING R,❑,W, LINE FARM ROAD 2862 R,O,W, DEED VOLUME 417, PAGE 131 �r 15' RIGHT-❑F-WAY N 86°55'47" W 1528,60, � R.O.W. MAP V❑LUME 416, PAGE 14 & 15 RESERVATI❑N R ❑ W IIN L-1 L NE S 88°37'00" E 508,00' 5/8-INC — tCD — —_ _ �r39,13' IR❑N PIN F❑UND S 88°37'00' E 468,79' CD 20' DRAINAGE & UTILITY EASEMENT I I 0CD o 50' BUILDING LINE Lr5 Ll 77.00' 40.00' o I I PR POSED 12.00' 11 o BARN PROPOSED 95,0 L LEAN-T❑ � o 0 o M o o , o Ln PROPOSED I I I 3 w5' DRAINAGE BARN 30.00' 191,99 c� UTILITY EASEMENT I � � BUILDING LINE W80' BUILDING LINE o PROPOSED DRIVEWA I II A Q "I PROPOSED 5,993 ACRES ry III I BARN W I I>- o I I Z (o I CD RANCH LLC o L I 0 CLERK'S FILE NO, �I I I I U 20150518000577840 0 z1137,00' 40,00' VARIABLE WIDTH R,❑,W, RESERVATI❑N I � 113,00' PROPOSED' �� PROPOSED 3 HOUSE 0 0 5� Cd 0 0 o 60 0 N 163.00' 40,00' ICI 139,98' I PROPOSED I PROPOSED o POOL o POND Ui 50,0' 110.00, oD o CD CD o co 5' BUILDING co L_ — LINE 41,92, _ 5/8-INC N 88041'25" W 508.08' IR❑N PIN FOUND )K5' DRAINAGE UTILITY EASEMENT BEGINNING/ SAFFRON RANCH LLC P,K, NAIL FOUND CLERK'S FILE NO, SOUTHEST CORNER 20150518000577840 6,000 ACRE TRACT ROAD 427 �2 FM SITE FM 2862 ROAD 479 VICINITY MAP 1" = 1000' AG NAIL SET ❑,W, DEDICATI❑N RECORDED IN VOLUME N, PAGE 960 AND VOLUME Q, PAGE 83 C❑LLIN COUNTY PLAT RECORDS N 86°16'44" E 3435,09' LOT 1R TAYL❑R/RICHARDS❑N SUBDIVISI❑N VOLUME Q, PAGE 83 C❑LLIN COUNTY PLAT RECORDS f-*- — B 0' I I I I I I 30' RESERVED FOR COUNTY ROAD I LOT 3R1 TAYL❑R/RICHARDS❑N SUBDIVISI❑N VOLUME Q, PAGE 83 C❑LLIN COUNTY PLAT RECORDS 20I DRAINAGE & UTILITY EASEMENT I I I I I I I I I I I I 50 0 50 100 IN IN IN Scale; 1" = 50' FIRM: BRUCE GEER, SURVEYOR FIRM REGISTRATION # 101507-00 DESCRIPTION 5.993 ACRES SITUATED in Collin County, Texas, in the James Fisher survey, abstract no. 305, being a survey of the 6.000 acre tract described in a deed from Gary Tullier and Sheila Tullier to Lynn Calvert and Michael Calvert, recorded as clerk's file no. 20180629000808430 of the Collin County deed records, being described by metes and bounds as follows: BEGINNING at a P.K. nail found at the southeast comer of said 6.000 acre tract and the east-northeast comer of the 27.840 acre tract recorded as derk's file no. 20150158000577840; same being in County Road 477(north-south paved road); THENCE North 88041'25" West, with the south line of said 6.000 acre tract and a north line of said 27.840 acre tract, 508.08 feet to a 5/8-inch iron pin found at the southwest comer of said 6.000 acre tract and the north inside 5/8-INC) comer of said 27.840 acre tract; IRON PIN FOUND THENCE North 0102913" East, with the west line of said 6.000 acre tract and an east line of said 27.840 acre AT P.I, STATION tract, 514.21 feet to a 5/8-inch iron pin found at the northwest comer of said 6.000 acre tract and the north-northeast 244+11.78 comer of said 27.840 acre tract; same being in the south right -of --way line of Farm Road 2862; THENCE South 88°3T00" East, with the south right-of-way line of said Farm Road 2862 and the north line of said 6.000 acre tract, 508.00 feet to a mag nail set at the northeast comer of said 6.000 acre tract and in said County Road 477; THENCE South 01 *1943" West, with said County Road 477 and with the east line of said 6.000 acre trail:, 513.56 feet to the PLACE OF BEGINNING and containing 5.993 acres. The above described tract was surveyed on the ground and under my supervision. Office work completed December 6, 2018 Office work revised December 21, 2018 Bruce Geer Registered Professional Land Surveyor, No. 4117 1101 W. University Drive(U.S. Highway 380) McKinney, Texas 75069 972-562-3959 972-542-5751 fax According to FEMA map no. 48085C0160J, dated 6-2-2009 the above described tract of land is not in the 100 year flood plain. Bearing Base and controlling monuments: Calculated line between 5/8-inch iron pin found at P.I. station 183+38.0 and 5/8-inch iron pin found at P.I. station 241+11.78 on Farm Road No. 2882 and seen on map recorded in volume 416, pages 14, 15 & 18. OWNER: MICHAEL & LYNN CALVERT 615 MEADOW LANE ALLEN, TEXAS 75002 SURVEYOR: BRUCE GEER, R.P.L.S. NO. 4117 1101 W. UNIVERSITY DRIVE MCKINNEY, TEXAS 75069 PHONE 972-562-3959 FAX 972-542-5751 1�1DUT of"$ CALVERT AI3IDITdON CITY OF :1NNa 5.993 ACRES OF LAND LOCATED IN THE JAMES FISHER SURVEY, ABSTRACT NO. 305 COLLIN COUNTY, TEXAS SHEET 1 OF 1 THE CITY OF Aiftha AGENDA ITEM: Item No. 4. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Durfee Addition Development Plat. SUMMARY: The development plat for your review is located within Anna's extra territorial jurisdiction and is located on Taylor Blvd. The tract is in the R. A. Johnson Survey, Abstract No. 479 and contains 1.027 acres of land. The owner is proposing to put a home, garage/storage area and multiple parking spaces. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: Approval of the Durfee Addition Development Plat. ATTACHMENTS: Description Location Map Development Plat Applicant Response about Parking Upload Date Type 12/13/2018 Exhibit 12/18/2018 Exhibit 1/3/2019 Exhibit Q � VVFIITE STREET (F.M. 455) 1:I31"IfIllIZI1' 1/2-INCH IR❑N PIN FOUND C❑NTR❑LLING MONUMENT NORTHWEST CORNER 1,029 ACRE TRACT RUSSELL WARREN CLERK'S FILE NO. 20070928001343980 TA YLOR BL V. ROAD 367 ROA 284 SITE 2� .yam �o �090 -tea `9�s S Z G� J �pqO 9�6 VICINITY MAP V = 500' MJLA ADAMS, LTD. CLERK'S FILE NO. 20110505000462590 TAYL❑R BOULEVARD VOLUME 978, PAGE 510 5.14' N 89°25'54" E 262.78' — � — — � — — L — — N 89°00'28" E 255.89' Z 1,027 ACRE 00 m 2 12' C❑NC, DRIVE �0 36' 5/8-INC IR❑N PIN FOUND i i i // 5/8-INCH IR❑N PIN FOUND i i 11.49 VARIABLE ' WIDTH R.0.W. RESERVATI❑N o �D 0 0 9'x20' w PARKING m SPACE N rI 0 IIII ,DI 49.80' - 4--17,72' PROPOSED GARAGE/ STORAGE 7 7' 0 0 0 N 87°04'45 154. 7' S 28°32'36" E 33,6u, 3/4-INCH PIPE FOUND C❑NTR❑LLING MONUMENT 80' R.0.W. RESERVATI❑N o -CENTER OF EXISTING / ASPHALT PAVEMENT C� — — — — JASON AND ALICIA JONES CLERK'S FILE NO. 20100526000529700 3/4-INCH PIPE FOUND /8-INCH IR❑N PIN FOUND ❑RTH PROPERTY LINE 130.138 ACRE TRACT VOLUME 978, PAGE 510 I \ ❑, W. CONWAY, JR, & MARIE CONWAY VOLUME 1127, PAGE 885 JEREMIAH WOODS \ CLERK'S FILE NO. 20170223000237620 50 0 50 100 Scale: 1" = 50' FIRM: BRUCE GEER, SURVEYOR FIRM REGISTRATION # 10150700 SOUTH PROPERTY LINE 67,53 ACRE TRACT CLERK'S FILE NO. 20110505000462590 OWNER: HOWARD & DIANE DURFEE P.O. BOX 787 ANNA, TEXAS 75409 SURVEYOR: BRUCE GEER, R.P.L.S. NO. 4117 1101 W. UNIVERSITY DRIVE MCKINNEY, TEXAS 75069 PHONE 972-562-3959 FAX 972-542-5751 VERLAP OF PROPERTY LINES DESCRIPTION 1.027 ACRE SITUATED in Collin County, Texas, in the R. A. Johnson survey, abstract no. 479, being a survey of the 1.029 acre tract described in a deed from Theresa Marie Boyd Gilson and husband, Robert Ralph Gilson to Howard Wilson Durfee and wife Diane Durfee, recorded in volume 5210, page 1933 of the Collin County deed records, being described by metes and bounds as follows: BEGINNING at a 1/2-inch iron pin found at the northwest corner of said 1.029 acre tract, in the south line of Taylor Boulevard; some being in the east right-of-way line of Conway Road; THENCE North 89°25'54" East, with the north line of said 1.029 acre tract and the south line of said Taylor Boulevard, 262.78 feet to a 3/4-inch pipe found at the northeast corner of said 1.029 acre tract and the northwest corner of the 1.00 acre tract recorded as clerk's file no. 20100526000529700; THENCE South 01'30'03" East, with the east line of said 1.029 acre tract and the west line of said 1.00 acre tract, passing at 179.04 feet a 3/4-inch pipe found at the southwest corner of said 1.00 acre tract and an inside corner of the 1.500 acre tract recorded in volume 1127, page 885, and continuing with the east line of said 1.029 acre tract, in all, 220.49 feet to a 5/8-inch iron pin found at the southeast corner of said 1.029 acre tract; THENCE North 87°04'45" West, with the south line of said 1.029 acre tract, 154.97 feet to a 5/8-iron pin found at the southwest corner of said 1.029 acre tract and in the east right-of-way line of said Conway Road; THENCE North 28°27'27" West, with the west line of said 1.029 acre tract and the east right-of-way line of said Conway Road, 238.77 feet to the PLACE OF BEGINNING and containing 1.027 acre. The above described tract was surveyed on the ground and under my supervision. Office work completed September 15, 2018 01 E qP •. S'T " BRUCE GEER Bruce Geer 4117 Registered Professional Land Surveyor, No. 4117 r 0� O?-A 1 101 W. UniversityDrive U.S. Highway 380 FSS �. •-1 � 9 Y ) ��U�c McKinney, Texas 75069 972-562-3959 972-542-5751 fax BEARING BASE: NORTH LINE OF 1.029 ACRE TRACT RECORDED IN VOLUME 5210, PAGE 1933 CONTROLLING MONUMENTS: 1/2-INCH IRON PIN FOUND AT NORTHWEST CORNER AND 3/4-INCH PIPE FOUND AT THE NORTHEAST CORNER OF SAID 1.029 ACRE TRACT. ACCORDING TO FEMA MAP NO. 48085CO155J, DATED 6-2-2009, THE ABOVE DESCRIBED TRACT OF LAND IS NOT IN THE 100 YEAR FLOOD PLAIN. DEVELOPMENT PLAT CITY OF ANNA 1.027 ACRE OF LAND LOCATED IN THE R. A. JOHNSON SURVEY, ABSTRACT NO. 479 COLLIN COUNTY, TEXAS SHEET 1 OF 1 Howard W Durfee 406 West 4th Street PO BOX 787 Anna, Texas 75409 December 31, 2018 To: Maurice Schwanke Fr: Howard and Diane Durfee Re: Response to your question regarding Taylor Blvd Maurice, as you remember when I brought you the first plat for our land on Taylor Blvd (a plat which contained only a house), you mentioned to me that I should modify the plat to show everything that we plan to build now or in the future. Hence we have produced a revised plat showing the house we plan to build now, plus the garage, storage area and circular driveway in front. Our plans are to build the house with a driveway immediately, and to later build the garage and storage, as finances permit. We will live in this house as a personal residence. There will be at a minimum, a basic driveway from Conway Road to the front of our house, with the possibility of a circular driveway in front to accommodate our three vehicles. Under no circumstances will there be a parking lot on this property. est Regards 2 cz Howard and Diane Durfee THE CITY OF Aiftha AGENDA ITEM: Item No. 5. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Lakeview Estates Phase 3 Preliminary Plat. SUMMARY: The Lakeview Estates Phase 3 preliminary plat contains 16.828 acres located in the Joseph Sluter Survey, Abstract No. 856. This tract is located North of Lakeview Estates subdivision off Ferguson Rd and South of Rattan Elementary. The preliminary plat is for 56 residential lots, an open space lot, and one commercial lot. The tract was recently rezoned for a new Planned Development for the area for residential use and another for the commercial use of a Daycare. STAFF RECOMMENDATION: Approval of the Lakeview Estates Phase 3 Preliminary Plat. ATTACHMENTS: Description Upload Date Type Location Map 9/27/2018 Exhibit Preliminary Plat 1/3/2019 Exhibit <i iiiiii IIIIIIIIIIII LL WYATT EARP BAMBOO DRRR m Y tl O J J 3 WHITE STREET (F.M. 455) SIT E PINE 0 TRAM 11 rr) gn1Q Wactuinnrl Prnfaccinnn1 Carvinac lni- 43 44 / I 45 I 46 I r - - 47 I I 48 I Q 49 I I Q 50 p'I I 51 I o N 52 LU LU w r4 53 oQM O °- a I o U I I 54 _ ELM STREET I 2 I 1 I '-Anna City Limits- / I 1 I I ' I I I� 120' UTILITY & LANDSCAPE EASEMENT ff vni )nnti or. 2tia 0 5/8"IRON ROD WITH YELLOW CAP • STAMPED "WESTWOOD PS" SET FOUND MONUMENT o POINT OF CURVATURE/ POINT OF TANGENCY U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT R.O. W. RIGHT-OF-WAY VOL. PG. VOLUME, PAGE D. R. C. C. T. DEED RECORDS, COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS O.P.R.C.CT. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS S.Q. SQUARE FEET -401� STREET NAME CHANGE 1. R. F. IRON ROD FOUND V.A.E. VISIBILITY AND ACCESS EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT 17.42 ACRES LOT 1, BLOCK 1 ANNA ELEMENTARY SCHOOL #2 ADDITION VOL. 2006, PG. 364 30' U.E. VOL. 2006, PG. 364 P.R.C.C.T. P.R.C.C.T. 1 Z I L1 II VOL. 2016, PG. 440 I W V I I I I w I P.R.C.C.T. I 1 III 2 I C I 3 --- if I 5' PDE U 0- H BLOCK B I Q 5' PDE VOL. 2016, PG. 44� � � V I I I Q � I VOPG. 440 2016,L. P.R.C.C.T. O2 I I 7 O�'Li O P.R.C.C.T w .� o =�0�- 1 BRIDGEPORT DRIVE J 11•PS�p 50' R.O. W. 6 0-Ir F- III Cc" 17 10' PDE 5 VOL. 2016, PG.440 I I i P.R.C.C.T. III I I 16 4 I I II -- I I I I I ZS Symbol Legend Symbol Denotes O SANITARY SEWER MANHOLE ® STORM SEWER CULVERT ©Q STORM SEWER MANHOLE TREE - DECIDUOUS TREE - CONIFEROUS 18 I 19 I 20 0 25LU W ct 25Cn STREET ROW DATA TABLE SITE # OF SITES AREA RESIDENTIAL LOTS 56 10.222AC DAY CARE LOT 1 2.029AC COMMON AREA LOT 1 1.333AC RIGHT-OF-WAY 3.244AC TOTAL 16.828AC -�O 10'UE VOL. 2006 pr; 2tia 25' 1 ?z 25' x 25' VISIBILITY AND ACCESS EASEMENT (TYPICAL) 10'UE VOL. 2006, PG. 364 P.R.C.C.T. I I Line Table Line # Length Direction Ll 275.82 NOl°39'56"W L2 136.91 N01°27'42"W L3 51.68 NO2°45'20"E L4 19.22 S13°16'50"W L5 110.00 S17°48'30"W L6 35.36 S47°04'58"W L7 29.63 S28°17'08"E L8 35.03 S55°47'13"W L9 35.36 S43°04'45"E 1-10 35.31 S47°00'06"W L11 18.09 N40°40'20"W L12 9.41 N00°28'45"E L13 59.65 N88°04'58"W L14 70.35 N88°04'36"W L15 63.48 N01°35'08"W VARIANCES REQUESTED: 1. ALL KNUCKLES WILL HAVEA RADIUS OF 50' AS SHOWN ABOVE. 2 PARK VISTA DRIVE IS TO HAVE A PARKWAYSLOPE NOT TO EXCEED 3:1 MAX,' PARK VISTA SHALL NOT HAVE A SIDEWALK WITHIN THE NORTH PARKWAY. 3. LOT -TO -LOT DRAINAGE TO BE ALLOWED ALONG REAR YARDS OF BLOCK G. Line Table Line # Length Direction L16 16.85 NO2°04'58"E L17 35.36 S47°04'58"W L18 70.02 N86°27'57"W L19 65.00 N88°04'45"W L20 60.22 S87°09'30"W L21 65.00 N88°04'45"W L22 60.19 N83°18'50"W L23 65.00 N88°04'45"W L24 64.97 N88°04'45"W L25 60.19 S87°09'29"W L26 65.21 N83°19'52"W L27 56.83 S89°32'36"W L28 58.20 N88°07'14"W L29 35.36 N42°55'02"W 20' WATER LINE �- EASEMENT Curve Table Curve # Length Radius Delta Chord Bearing Chord Length Cl 66.66 200.00 019°05'50" S 78°22'07" E 66.35 C2 78.40 50.00 089°50'17" S 47°00'06" W 70.61 C3 78.68 50.00 090°09'43" N 42°59'54" W 70.81 C4 96.15 200.00 027°32'40" N 15°51'19" E 95.23 C5 101.75 200.00 029°08'54" S 15°03'12" W 100.65 C6 39.20 25.00 089°50'17" N 47°00'06" E 35.31 C7 39.34 25.00 090°09'43" S 42°59'54" E 35.41 C8 254.46 2000.00 007°17'24" N 87°55'02" W 254.29 C9 190.85 3000.00 003°38'42" S 86°05'41" E 190.82 C10 190.85 3000.00 003°38'42" S 89°44'23" E 190.82 C11 12.80 200.00 003°40'05" N 0°14'55" E 12.80 C12 78.54 50.00 090°00100" N 47°04'58" E 70.71 C13 1 39.27 1 25.00 090°00'00" 1 S 47°04'58" W 35.36 l7C1VCKHL IVV/CJ. 1. THE BEARINGS SHOWN HEREON ARE ORIENTED TO GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NAD83 TEXAS NORTH CENTRAL ZONE (4202) (2011). 2. ALL PERIMETER PLAT CORNERS ARE MARKED WITH 518"IRON RODS WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" UNLESS OTHERWISE NOTED, ALL INTERIOR LOT CORNERS ARE MARKED WITH 1/2"IRON RODS WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS': BLOCK CORNERS ARE MARKED WITH A 2" ALUMINUM CAP STAMPED "BLOCK #, TR MAR PH2, WESTWOOD PS, " (# REPRESENTS APPLICABLE BLOCK). 3. COORDINATES SHOWN ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE VALUES, NO SCALE AND NO PROJECTION. 4. SELLING A PORTION OF ANY LOT IN THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS SUBJECT TO PENALTIES IMPOSED BY LAW. 5. APPROXIMATE LOCATION OF FLOOD ZONE LABELED 'ZONE A" 100 YEAR FLOOD PLAIN ACCORDING TO FEMA FLOOD RATE MAP 48085COl55 J EFFECTIVE JUNE 2, 2009 6. ANY AND ALL MAIN TENCANCE OF HOA COMMON AREAS, HOA LOTS, PRIVATE EASEMENTS, SCREEN WALL EASEMENTS AND WALL MAINTENANCE EASEMENTS IS THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION, ITS SUCCESSORS, AND ASSIGNS. THIS PLAT FILED IN DOCUMENT No. \ \ \ SCALE 1" = 60' \ \ 0' 60' 120' 'R\0 \ \ OWNER ANNA REALTY LLC, & P&R ANNA REALTY LLC 2328 HARRISBURG LANE PLANO, TEXAS 75025 DEVELOPER VICINITY MAP COID. 370 NOT TO SCALE v U ANNA W F. M. 455 Subject ° Tract E V v CO. D.367 e� �\a CO. RD. 422 n 0 A O ti CO. RD. 366 CO. I RD. 421 APPROXIMATE LOCATION OF DETENTION STORAGE POOL EASEMENT VOL. 554, PG. 425, D.R.C.C. T. 12.988 ACRES WILLIAM R. & ANDREA M. HENRY INST. NO. 20100528000541220 O.P.R.C.C.T. 6.31 ACRES DUSTIN D. & JENNIFER BONE INST. NO. 20160727000969820 O.P.R.C.C.T. O.P.R.C.C.T. / APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN PER FEMA LOMR 17-06-1736P, / DATED 04/16/18 PRELIMINARY PLAT OF DOUGLAS PROPERTIES L�AKEVIEW ESTATES PHASE 3 2309 K AVENUE SUITE � 00 � PLANO, TEXAS 75074 LOTS 9-1 6, BLOCK B, LOTS 17-32, BLOCK C, ENGINEER/SURVEYOR LOTS 1 X, 38-44, BLOCK G; LOTS 1-26, BLOCK I; Westwood 56 RESIDENTIAL LOTS, 1 COMMON AREA LOT & 1 DAYCARE LOT Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 16.828 ACRES Toll Free (888) 937-5150 Plano, TX 75093 JOSEPH SCHLUTER SURVEY, ABSTRACT No. 856 westwoodps.com Westwood Professional Services, Inc IN THE TBPE Firm Reg. No. 11756 CITY OF ANNA, COLLIN COUNTY, TEXAS TBPLS Firm Reg. No. 10074301 ____________ 0.P.R.C.C. T. 1 6.828 ACRES JANUARY 03, 201 9 JOa No. 006408.01 LAKEVIEW ESTATES, PHASE 3 2 N. \0006408.01 \dwg \Survey\ 0005408. 01 Plot.dwg 2019 Westwood Professionol Services, Inc. OWNER'S CERTIFICATE STATE OF TEXAS)( COUNTY OF COLLIN )( OWNER'S DEDICATION STATE OF TEXAS)( COUNTY OF COLLIN )( SURVEYORS CERTIFICATE STATE OF TEXAS)( COUNTY OF COLLIN )( WHEREAS, P & R Anna Realty, LLC and Anna Realty, LLC, are the sole owners of a 16.828 acre tract of land situated in Collin County, Texas, being a part of the Joseph Schluter Survey, Abstract No. 856 and being all of the 9.736 acre tract of land conveyed to P & R Anna Realty, LLC by deed of record in Instrument No. 20170120000085920 of the Official Public Records of Collin County, Texas and all of the 7.076 acre tract of land conveyed to Anna Realty, LLC by deed of record in Instrument No. 20160801000991780 of the said Official Public Records; said 16.828 acre tract being more particularly described as follows: BEGINNING at a 112 inch iron rod found for corner in the east right-of-way line of South Ferguson Parkway a 120' right-of-way); said oint also / 9 Y g Y( p being the southwest corner of said 9.736 acre tract, said point also being the northwest corner of Lot 8, Block B, Lakeview Estates Phase 1, an addition to the City of Anna according to the plat recorded in Volume 2016, Page 440, Plat Records of Collin County, Texas; THENCE, in a northerly direction, with the said east line of South Ferguson Parkway, the west line of said 9.736 acre tract and the west line of said 7.076 acre tract, the following calls: North 01 degree, 39 minutes, 56 seconds West, a distance of 275.82 feet to a 1/2-inch iron rod found at an angle point; said point also being the northwest corner of said 9.736 acre tract and the southwest corner of said 7.076 acre tract; North 01 degree, 27 minutes, 42 seconds West, a distance of 136.91 feet to a 5/8-inch iron rod with "WESTWOOD PS" cap set at an angle point; North 02 degrees, 45 minutes, 20 seconds East, a distance of 51.68 feet to a "+" cut in concrete found for corner; said point also being the northwest corner of said 7.076 acre tract and the southwest corner of Lot 1, Block 1, Anna Elementary School #2 Addition, an addition to the City of Anna, Texas according to the plat recorded in Volume 2006, Page 364 of the Plat Records of Collin County, Texas; THENCE, South 88 degrees, 04 minutes, 45 seconds East, departing the said east line of South Ferguson Parkway and with the common line between said 7.076 acre tract and said Lot 1, Block 1, at a distance of 1528.60 feet passing a 1/2 inch iron rod found, continuing in all a total distance of 1,619.66 feet to a point for corner in the west line of a 12.988 acre tract of land conveyed to William R. and Andrea M. Henry by deed of record in Instrument No. 201000528000541220 of said Official Public Records and in the approximate centerline of a creek; said point also being the northeast corner of said 7.076 acre tract; THENCE, departing the said common line between a 7.076 acre tract and Lot 1, Block 1 and along the said west line of a 12.988 acre tract and said centerline of a creek, the following calls: South 11 degrees, 35 minutes, 13 seconds West, a distance of 199.56 feet to an angle point; said point also being the southeast corner of said 7.076 acre tract and the northeast corner of said 9.736 acre tract; South 13 degrees, 16 minutes, 50 seconds West, a distance of 19.22 feet to an angle point; South 17 degrees, 48 minutes, 30 seconds West, a distance of 110.00 feet to an angle point; South 12 degrees, 12 minutes, 17 seconds East, a distance of 151.25 feet to a point for corner; said point also being the northeast corner of a 9.633 acre tract of land conveyed to the City of Anna by deed of record in Instrument No. 20160627000809900 of said Official Public Records; THENCE, North 87 degrees, 55 minutes, 02 seconds West with the north line of said 9.633 acre tract of land, at a distance of 144.90 feet passing the northwest corner of said 9.633 acre tract and continuing with the north line of a 50.6597 acre tract of land conveyed to Bloomfield Homes LP by deed of record in Instrument No. 20121002001246520 of said Official Public Records, at a distance of 1,124.89 feet passing the northeast corner of Lot 4, Block C of said Lakeview Estates Phase 1 Addition, continuing with the north line of said Lakeview Estates Phase 1 Addition, a total distance of 1,564.60 feet to the POINT OF BEGINNING containing 733,011 square feet or 16.828 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, ANNA REALTY LLC, AND P & R ANNA REALTY LLC, THROUGH THEIR DULY AUTHORIZED OFFICER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS LAKEVIEW ESTATES, PHASE 3, AN ADDITION TO THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN THEREON; AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS, OR GROWTHS, WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND ANY PUBLIC UTILITY COMPANY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. WITNESS MY HAND THIS , DAY OF 2019. BY: ANNA REALTY LLC BY: NAME TITLE BY: P & R ANNA REALTY LLC BY: NAME TITLE BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2019. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2019. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS THIS IS TO CERTIFY THAT I, JASON B. ARMSTRONG, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, HAVE PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND; AND THAT ALL LOT CORNERS, ANGLE POINTS, AND POINTS OF CURVE SHALL BE PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME. THIS _, DAY OF , 2019. JASON B. ARMSTRONG REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5557 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JASON B. ARMSTRONG KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS , DAY OF 2019. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS OWNER ANNA REALTY LLC, & P&R ANNA REALTY LLC 2328 HARRISBURG LANE PLANO, TEXAS 75025 DEVELOPER DOUGLAS PROPERTIES 2309 K AVENUE SUITE 100 PLANO, TEXAS 75074 ENGINEER/SURVEYOR Westwood Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps.com Westwood Professional Services, Inc TBPE Firm Reg. No. 11756 TBPLS Firm Reg. No. 10074301 APPROVED THIS THE DAY OF 2019. BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS MAYOR CITY SECRETARY PRELIMINARY PLAT OF LAKEVIEW ESTATES, PHASE 3 LOTS 9-1 6, BLOCK B, LOTS 17-32, BLOCK C; LOTS 1 X, 38-44, BLOCK G; LOTS 1-26, BLOCK I; 56 RESIDENTIAL LOTS, 1 COMMON AREA LOT & I DAYCARE LOT 16.828 ACRES JOSEPH SCHLUTER SURVEY, ABSTRACT NO. 856 IN THE CITY OF ANNA, COLLIN COUNTY, TEXAS THIS PLAT FILED IN DOCUMENT No. ____________________ 0.P.R.C.C. T. 16.828 ACRES JANUARY 03. 2019 JOB No. 006408.01 LAKEVIEW ESTATES. PHASE 3 N: \0006408.01 \ dwg \Survey\ 0006408. 01 Plot.dwg THE CITY OF Aiftha AGENDA ITEM: Item No. 6. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for Creekside Office Building Phase 1 located on White Street and Victoria Falls as Block D, Lot 20-R-2A of the Falls Ph 1A Replat. SUMMARY: Mcright-Smith Construction, representative for the owner of the property, has submitted a site and landscape plan for Creekside Office Building Phase 1 located on the Northwest corner of White Street and Victoria Falls. Also known as Lot 20-R-2A, Block D, on The Falls Ph 1 A Replat. The site contains approximately 1.16 acres of land that are zoned PD for commercial uses. Planned for the site is the Creekside Office Building. The second phase of this project will be built to the North of this building at a later date. STAFF RECOMMENDATION: Approval of the Creekside Office Building Phase 1 site and landscape plan. ATTACHMENTS: Description Location Map Site Plan Landscape Plan Letter for Document Commitments Upload Date Type 10/16/2018 Exhibit 12/21/2018 Exhibit 12/18/2018 Exhibit 12/18/2018 Exhibit s--------/--------------- LOT 20R-3A, BLOCK D THE FALLS, PHASE 1A CABINET2018, PAGE 31 P.R. S0977'08"E 44.88'-------------------------------- / / 6 "' HACKBERRY' / / 06- HACKBERRY 08" TREE � 6 ". CESA(7 LOT 20R-3A, BLOCK D THE FALLS, PHASE IA CABINET 2018, PAGE 31 P.R. C. C. T. ------------------------------------------- -- ---------------- 24 ' CROSS A CCESS & FIRE LANE EASEMENT CABINET 2018, PAGE 31 P.R. C. C. T. ------------------------------------------------------------------ \ - ------ WA TER EASEMENT— CAB/NET 2018, PAGE 31 P.R. C. C. T. FL QWrov O Q � I �JW m I Nov I I I I I I I I I I I I I I I I I I I I I I I I FL ----------------------------------------------------------------------------------------—— 30' DRAINAGE EASEMENT I To - _ CABINET 0, PAGE 615 PARTIALL Y ABANDONED BY CABINET 2009, PAGE 440 1 0. P.R. C. C. T S89 2355 "E 263.61 ' 8" WILLOW 04 W LLOW 10" WILLOW Y 10" WILLOW I I �J ------- ------ _--------------------- PROPOSED ------------------------ --- 15' DRAINAGE LOT 20R-2A, BLOCK D 1O" wrLLow i PROP LLI I ESMNT THE FALLS, PHASE 1A EXIST HEADWALL (BY SEP CABINET 2018, PAGE 31 INSTRUMENT) P.R. C. PROPOSED C. T. TRANSFORMER I '^ 1 `J I p 1 10- ELM IO-) I h I � I I I 1 IR �R 1 Z R DUMPSTER 5' CURB INLET PAD I 10 I ti N jN I I I �I o (TYP N I I i I `1) I\ /N13 FDC (REF MEP) 1 GRA TE INLET M o M 1 ---------------- ------- UTILITY AND LANDSCAPE EASEMENT ------------ CABINET 0, PAGE 615 A ------------- P.R.C.C. T. FL1----------------- _ UTILITY POLE WITH ELECTRICXL--------- — AND TELEPHONE RISERS — I I I S89'01'45"E 122.38' } P SETBA CK CA NET,' )ld PAGE 31 I Ri C. 7. T. I � I GRA TE �O INLET N I 3.5' L 0 T 20R-2A, BL OCK D 729' 8' ELM THE FALLS, PHASE 1A CABINET 2018, PAGE 3I P. R. C. C. T. I & I FF= 709.15 / / / / GRA TE INLET / / / 9" ELM / / / / / 5' DOMESTIC WTR TE ' 5' / VT 31 ' / 6" CEDAR —�) / 6' CEDAR SS CLEANOUT SS CLEANOUT N PROP FH / 6" CEDAR —'�:) ' V 0 113 (� GRA TE �_1 I / /NLET 15' WATER E SEM CABINET 20 PA c P. C C. T. 1 / / / / / / / h / LOT 21 % / / BLOCK D LANDSCAPE A=j / PUBLIC ACCESS ESMT EB 1X7 0 /5 EM 0 COL UMN (TYPICAL) `I %NLET 712.83TOP F. M. HIGHWAY NO. 455 (VARIABLE WIDTH RIGHT OF —WA Y) 0 /e 0 1. 8' LAY DOWN CURBS HEADWALL 709.53TOP 704.51,f 0 10 20 40 EXIST FH (FEET) 1 inch = 20 ft. O O v 1. 8' LA Y DOWN MCRIGHT—SMITH CONSTRUCTION, LLC (MCRIGHT—SMITH) IS THE DESIGN BUILDER AND GENERAL CONTRACTOR FOR THIS PROJECT DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE CIVIL ENGINEER (RLG) ARE INSTRUMEN IS OF SERVICE FOR USE SOLEL Y WITH RESPECT TO THIS PROJECT BY MCRIGHT—SMITH. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. MCRIGHT—SMITH SHALL BE DEEMED THE OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LA W, STA TUTOR Y, AND 0 THER RESER VED RIGH IS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NO T BE USED B Y AN Y 0 THER EN TI TIES, WI THOU T THE PRIOR WRI TIEN A GREEMENT OF MCRIGHT—SMI TH. LEGEND FUTURE PHASE PROPOSED CURB FL EXIST FIRELANE O 2' 0 VERHANG SHEET NO. CO-01 SITE PLAN CREEKSIDE OFFICES RAYMOND L. GOODSON JR., INC. MCRIGHT-SMITH CONSTRUCTION CITY OF AN N A, TEXAS DESIGN I DRAWN I DATE I SCALE I XREF I FILE NO. RLG I RLG 112/21 /181 1 "=20' 1 1813.009 1 1813 1 009 JOB NO.I1813.009ISUBMITTAL: PERMIT SET GENERAL NOTES FOR TREE PROTECTION/PRESERVATION: PROPERTY 11- OFF NOT TO BE LANDSCAPE ARCHITECT MEEKS DESIGN GROUP 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TEXAS 75080 (972) 690-7474 BRANDON BOOHER LEGEND 23; EXISTING TREE TO BE PRESERVED PER `-- ' TREE PROTECTION DETAIL AND CITY STDS. 23 EXISTING TREE TO BE REMOVED t REF. TREE LEGEND - - - - TREE PROTECTION FENCE EXISTING CONTOUR (PER CIVIL) 6M PROPOSED CONTOUR PROTECTED TREES REMOVED SIZE TREE TYPE MITIGATION 6" ELM 1 TREE 12" CEDAR 3 TREES ENGINEER RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TEXAS 75243 (214) 739-8100 STEPHEN D. SCHWIND, P.E. NOTE: REPLACEMENT FOR THE 6" ELM TREE WILL BE LOCATED ON FUTURE PHASE II PROPERTY TO THE NORTH. SEE SHEET LP0.04 FOR EXACT LOCATION. 1. ALL TREES SHOWN ON THIS PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING OR GRADING). 2. FENCES SHALL COMPLETELY SURROUND THE TREE OR CLUSTERS OF TREES. THE FENCE SHALL BE LOCATED AT THE OUTERMOST LIMITS OF THE TREE BRANCHES OR DRIPLINE. THE FENCE WILL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROJECT IN ORDER TO PREVENT THE FOLLOWING. A. SOIL COMPACTION IN THE CRITICAL ROOT ZONE RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS. B. CRITICAL ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES GREATER THAN TWO INCHES (2") CUT OR FILL OR BORING WHICH WAS NOT AUTHORIZED BY THE CITY. C. WOUNDS TO THE TRUNK, LIMBS OR EXPOSED ROOTS BY MECHANICAL EQUIPMENT. D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUNK CLEANING, AND FIRES. 3. IN CASES OF AREA CONSTRAINTS WHERE THE PROTECTIVE FENCE IS CLOSER TO THE TRUNK THAN FOUR FEET (4'), THE TRUNK MUST BE PROTECTED WITH STRAPPED -ON PLANKING TO A HEIGHT OF EIGHT FEET (8') OR TO THE LIMITS OF THE LOWER BRANCHING. 4. ALL GRADING WITHIN CRITICAL ROOT ZONES OF SPECIMEN TREES SHALL BE PERFORMED BY HAND OR SMALL EQUIPMENT TO MINIMIZE DAMAGE. PRIOR TO GRADING, RELOCATE THE PROTECTIVE FENCING TO TWO FEET (2') BEHIND THE GRADE CHANGE AREA. 5. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY ONCE A WEEK DURING PERIODS OF HOT AND DRY WEATHER. TREE CROWNS SHOULD BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 6. TRENCHING FOR LANDSCAPE IRRIGATION SHALL BE LOCATED AS FAR FROM THE EXISTING TRUNKS AS POSSIBLE. 7. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. FIGURE 1 - PRIMARY TREE PROTECTION v DRIPLINE - PROTECTION FENCE SHALL BE PLACED AT DRIPLINE �6'-0' METAL T POST @ 8'-0' O.C. AND EACH CORNER FINISHED GRADE STOCK FENCE 11YZ GAUGE OR ORANGE SNOW PLOW FENCE O i NOTE: A PROTECTIVE BARRIER, BEGINNING AT THE OUTSIDE OF THE DRIPLINE OF THE TREE TO PROTECT THE ROOT ZONE SHALL BE ERECTED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETED TREE PRO TEC TIONIREMO VA L PLAN 0 20 40 7%W7�" SCALE 1'-20V" GRAPH/CSCALE/NFEET ISSUES: 1011-20-18 ISSUE FOR PERMIT O O REVISIONS: A CLIENT: MCRIGHT-SMITH TWO LEGACY TOWN CENTER 6900 NORTH DALLAS PARKWAY SUITE 770. PLANO, TEXAS 75024 landscape architects MEEKS DESIGN GROUP, INC. 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TX 75080 PH (972) 690-7474 F (972)690-7878 l�)\,NNDSCq pF SON H. 2485 I�+Q� OF 11-20-18 ISSUE FOR PERMIT ANNA M.O.B. (PHASE 1) ANNA,TEXAS JOB NUMBER: MCR-1801 TREE PROTECTION - REMOVAL PLAN LP0.0> ISSUES: LANDSCAPE PLAN NOTES: 1. All turf areas are to be hydromulched with common bermuda grass or solid sod. Hydromulch may not be applied during Stage 3 drought conditions. 2. Annual color plantings are to be determined at the time of planting. 3. All lawn and landscape areas are to be seperated by Ryerson Steel Edging or a trench edge. 4. All trees and planting beds are to be laid out in the field by the landscape contractor for review by the owner's representative prior to excavation or preparation of planting areas. Contractor assumes full responsibility for failure to obtain owner's review of the layout including modifications required. 5. Landscape contractor is responsible for location all underground utilities and structures wether or not shown on the plans. And shall be responsible for damage to said utilities or structures caused by his forces. Ref. Civil plans for proposed utility line locations. 6. Planting area preparation to include minimum 1.5" to 3" approved organic matter (Back to earth or living earth) tilled into the top 8" of planting area soil unless otherwise specified. Remove all rocks, clods and debris. Leave planting areas smooth and assure positive drainage away from building as shown. NOTE: ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. /N1 V L. PLANTING BED DETAIL / COLOR BEDS NOT TO SCALE ISOLATED TREE PLANTING NOT TO SCALE II ISOLATED SHRUB PLANTING NOT TO SCALE PLANT SPACING DIAGRAM NOT TO SCALE GENERAL NOTES: 1. ADD OR REMOVE TOPSOIL AS NECESSARY TO ACCOUNT FOR THE INCLUSION OF SOIL AMENDMENTS. SOIL MIXTURE. REEF SPECS. 2. TRIANGULARLY SPACE ALL GROUNDCOVERS AT SPACING SHOWN ON PLANS. 3. SAVE MULCHING OF PLANTING BED UNTIL NEAR FINAL ACCEPTANCE. 4. PERENNIALS AND ANNUALS SHALL HAVE SOIL AMENDED TO A MIN. OF 12". GONSTRUGTION NOTES: A. SHRUB — PER PLAN REMOVE ALL LABELS B. GROUND COVER — PER PLAN C. 2" MIN. BARK MULCH AS SPEC.. SLOPE FROM HARDSCAPE TO 1' ABOVE HARDSCAPE D. PLANTING MIX AS SPECIFIED E. REMOVE CONTAINER PRUNE ANY CIRCLING ROOT GENERAL NOTES: 1. STABILIZE SOIL BELOW ROOT BALL PRIOR TO PLANTING TO PREVENT TREE FROM SETTLING. 2. TOP OF ROOTBALL SHALL BE 1" TO 2" ABOVE FINISH GRADE 3. ALL WIRE ROPE AND SYNTHETIC MATERIALS SHALL BE REMOVED COMPLETELY FROM ROOTBALL AND REMOVE TOP 1/3 OF BURLAP. CONSTRUCTION NOTES: A. TREE. B. LOOSEN NATIVE 13ACKFILL C. WATER RETENTION BASIN. D. 2" DEPTH OF BARK MULCH. E. FINISH GRADE. F. 2 STRAND TWISTED 12 GAUGE GAL. WIRE ENCASE IN 1" DIA. RUBBER HOSE. G. G'—O' METAL TEE POSTS. INSTALL 24" BELOW GRADE. MULTI TRUNKS 2 STAKES. SINGLE TRUNK 3 STAKES. ALIGN IN MEDIANS PARALLEL TO CURB. INSTALL IN FIRM GROUND. SEE STANDARD MEDIAN DETAILS 5D-3G. GENERAL NOTES E 1. THE OUTSIDE DIAMETER OF THE WATER RETENTION BASIN SHALL BE TWICE THE DIAMETER OF THE SHRUB PLANTING PIT. GONSTRUCTION NOTES A. SHRUB. B. PLANTING SOIL MIXTURE CREF SPECIFICATIONS) C. WATER RETENTION BASIN. D. 2" DEPTH OF BARK MULCH. E. FINISH GRADE. VT LOCATION GROUNDCOVER SHRUBS LDING EDGE/PAVING iE & ALL STEEL EDGE 4CING DIAGRAM REFERS TO SPACING UNLESS OTHERWISE NOTED. GENERAL MAINTENANCE: REQUIRED PLANTS MUST BE MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING, AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. ANY PLANT THAT DIES MUST BE REPLACED WITH ANOTHER LIVING PLANT THAT IS COMPATIBLE WITH THE APPROVED LANDSCAPE PLAN WITHIN (90) NINETY DAYS AFTER NOTIFICATION FROM THE CITY. THE BUILDING OFFICIAL MAY EXTEND THE TIME PERIOD UP TO AN ADDITIONAL (90) DAYS DUE TO WEATHER CONSIDERATIONS. IF THE PLANTS HAVE NOT BEEN REPLACED AFTER APPROPRIATE NOTIFICATION AND/OR EXTENSION, THE PROPERTY OWNER SHALL BE IN VIOLATION OF THIS ORDINANCE. ANY DAMAGE TO UTILITY LINES RESULTING FROM THE NEGLIGENCE OF THE PROPERTY OWNER OR HIS AGENTS OR EMPLOYEES IN THE INSTALLATION AND MAINTENANCE OF REQUIRED LANDSCAPING IN A UTILITY EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. IF A PUBLIC UTILITY DISTURBS PLANTS WITHIN AN EASEMENT, IT SHALL MAKE EVERY REASONABLE EFFORT TO PRESERVE THE PLANTS AND RETURN THEM TO THEIR PRIOR LOCATIONS AFTER THE UTILITY WORK. IF NONETHELESS, SOME PLANTS DIE, IT IS THE OBLIGATION OF THE PROPERTY OWNER TO REPLACE THEM. LANDSCAPE ARCHITECT MEEKS DESIGN GROUP 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TEXAS 75080 (972) 690-7474 BRANDONBOOHER TOTAL SITE AREA 50,661.80 S.F. = 1.16 ACRES TOTAL SITE LANDSCAPE REQUIRED: 10% OF TOTAL SITE = 5,066 S.F. PROVIDED: 24% (21,556.2 SF) STREET YARD LANDSCAPING REQUIRED: 15% SHALL BE PERMANENT LANDSCAPE AREA STREET YARD (VICTORIA FALLS DRIVE) = STREETYARD IS 100% LANDSCAPE MINUS DRIVEWAY ENTRIES. STREET YARD (F.M. HWY 455) = STREET YARD IS 100% LANDSCAPE MINUS DRIVEWAY ENTRIES. PROVIDED (VICTORIA FALLS DRIVE): 100% (3,004 S.F.) PROVIDED (F.M. HWY 455): 100% (1,393 S.F.) PERIMETER TREES REQUIRED: SINGLE ROW OF TREES SPACED 40' ON CENTER EAST (VICTORIA FALLS DRIVE): 256.33 LF/40 = 7 TREES SOUTH (F.M. HWY 455): 122 LF/40 = 3 TREES PROVIDED (VICTORIA FALLS DRIVE): 6 EXISTING TREES / 3 NEW TREES PROVIDED (F.M. HWY 455): 3 TREES PARKING LOT TREES REQUIRED: 1 TREE PER 10 PARKING SPACES & A LANDSCAPE AREA WITH AT LEAST 1 TREE WITHIN 65' OF EVERY PARKING SPACE. (45 PARKING SPACES / 10 = 5 TREES) PROVIDED: 5 (3" CAL) TREES ENGINEER RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TX 75243 (214) 739-8100 STEPHEN D. SCHWIND, P.E. MITIGATION SUMMARY 18 TOTAL INCHES OF PROTECTED TREES TO BE REMOVED. (1) 6" CAL. CEDAR ELM TREE BEING PLANTED ON PHASE II PROPERTY TO THE NORTH. (3) 3" CAL. REPLACEMENT TREES REQUIRED REF. SHEET LP0.03 AND LP0.04 FOR REPLACEMENTS. NOTE: THE CONTRACTOR SHALL VERIFY WATER RESTRICTIONS WITHIN THE CITY OF McKINNEY AT TIME OF PLANTING. SHOULD WATER RESTRICTIONS NOT ALLOW HYDROMULCH, HYDROSEEDING, OR SPRIGGING (STAGE 3 AND STAGE 4 WATER RESTRICTIONS), AN APPROVED ALTERNATIVE FOR GRASSING SHALL BE INSTALLED. CA L CUL A TIONS & DE TA IL S rol 1011-20-18 ISSUE FOR PERMIT O O O REVISIONS: 0 0 0 0 CLIENT: MCRIGHT-SMITH TWO LEGACY TOWN CENTER 6900 NORTH DALLAS PARKWAY SUITE 770. PLANO, TEXAS 75024 landscape architects MEEKS DESIGN GROUP, INC. 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TX 75080 PH (972) 690-7474 F (972)690-7878 Q�Q�,pNDSCgpF 2485 Q� grFOFI 11-20-18 ISSUE FOR PERMIT ANNA M.O.B. (PHASE 1) ANNA,TEXAS JOB NUMBER: MCR-1801 CITYSUBMITTAL - LANDSCAPE PLAN LPO. 02 ISSUES: 1011-20-18 ISSUE FOR PERMIT O O PROPERTY LINE SOLID SOD BERMUDA GRASS (TYP) FUTURE PHASE// DEVELOPMENT OFFSITE TREES NOT TO BE DISTURBED PROPERTY LINE l'yjW y y PROPERTY LINE ------- --------------------- y y y y y y y w y ---------------- ---- z4';�cP " 24RCP� w w 17 ! HIGHwA r LANDSCAPE ARCHITECT MEEKS DESIGN GROUP 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TEXAS 75080 (972) 690-7474 BRANDON BOOHER E TREE PROTECTION FENCING (TYP) ENGINEER RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TEXAS 75243 (214) 739-8100 STEPHEN D. SCHWIND, P.E. LEGEND SYM. TREE TYPE SIZE QTY. O SHUMARD RED OAK 3" CAL. 4 + LIVE OAK 3" CAL. 7 CEDAR ELM 3" CAL. 3 M MITIGATION TREE 3" CAL. 3 NELLIE R. STEVENS 5 GAL. 11 Q LOROPETALUM 5 GAL. 41 E MEXICAN FEATHER GRASS 91 LANDSCAPEPLAN 7%07"7 0 20 40 SCALE. >'-20'-0" GRAPH/C SCALEINFEET REVISIONS: A CLIENT: MCRIGHT-SMITH TWO LEGACY TOWN CENTER 6900 NORTH DALLAS PARKWAY SUITE 770. PLANO, TEXAS 75024 rfflandscape architects MEEKS DESIGN GROUP, INC. 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TX 75080 PH (972) 690-7474 F (972)690-7878 Q�)\ffiDSQp& ��. �ooN H. e q��y�► Q 249 Qy OF 11-20-18 ISSUE FOR PERMIT ANNA M.O.B. (PHASE 1) ANNA,TEXAS JOB NUMBER: MCR-1801 LANDSCAPE PLAN LP0.03 ISSUES: 1011-20-18 ISSUE FOR PERMIT O O 06" HACKBERRY For / 20' / 15" F / 8" BOIS D'ARC 27" BOIS D'ARC 10" BOIS D'ARC \ 8" HACKBERRY \ 8"" HACKBERRY REF, -SHE - PHASE/ (SITE A) LANDSCAPE ARCHITECT MEEKS DESIGN GROUP 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TEXAS 75080 (972) 690-7474 BRANDON BOOHER PROP RTY LINE I ENGINEER RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY, SUITE 300 DALLAS, TEXAS 75243 (214) 739-8100 STEPHEN D. SCHWIND, P.E. LEGEND SYM. TREE TYPE SIZE QTY. CEDAR ELM 6" CAL. 1 LANDSCAPEPLAN 7%07"7 0 20 40 SCALE. > "-20'-0" GRAPH/C SCALEINFEET 4 REVISIONS: A CLIENT: MCRIGHT-SMITH TWO LEGACY TOWN CENTER 6900 NORTH DALLAS PARKWAY SUITE 770. PLANO, TEXAS 75024 0 landscape architects MEEKS DESIGN GROUP, INC. 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TX 75080 PH (972) 690-7474 F (972)690-7878 Q��,p,NDSCgpF ��. �ooN H. e q��y�► 2485 Qy 11-20-18 ISSUE FOR PERMIT ANNA M.O.B. ANNA,TEXAS JOB NUMBER: MCR-1801 LANDSCAPE PLAN LP0.04 December 17, 2018 City Planning and Engineering Departments for the City of Anna 3223 North Powell Parkway Anna, Texas 75409 RE: Creekside Offices Phase 1 Site Plan and Development Permit Approval Required Easement and Document Commitment To whom it may concern: As part of the site plan and engineering review process, it has been requested that a few easements and other necessary documents be provided as part of the development permit process. ORL 1, LLC, through its Construction Manager and designated representative, McRight-Smith Construction, as agreed to furnish these documents. The underlying work for these easements and documents is presently underway, with a goal of submitting them in advance of the upcoming P&Z and Council meetings; however, in the event that these are delayed, we wanted to provide a commitment letter to serve as confirmation of our intent to provide these documents. The list of documents is as follows: 1. Letter from Creekside HOA providing written approval of the removal of one of their elm trees located in line with the proposed drive approach. We will be planting two new 6" elm trees on their property to the North of our site to compensate. 2. Hold Harmless Agreement between ORL 1, LLC and the City of Anna for permission to pave over a small portion of the existing 15' water easement 3. Mutual Access Easement between ORL 1, LLC and the Creekside HOA, providing access for the drive approach on the East side of the property 4. 15' Drainage Easement for the outfall of our drainage system to the existing 30' Drainage Easement It is our request that in lieu of these documents being filed, our site plan and civil permit is approved with a contingency for the receipt of these documents. Should you have any questions or concerns, please do not hesitate to reach out to Chris Montasser with McRight-Smith Construction at 972.608.8988. Best regards, ORL 1, LLC Dr. Chad McDuffie Managing Member THE CITY OF Aiftha AGENDA ITEM: Item No. 7. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding a site and landscape plan for Freedom Flex Car Wash located near the northwest corner of White St and Ferguson Pkwy, to the west of 7-Eleven (1510 W White St). SUMMARY: Christian Centeno has submitted a site and landscape for Freedom Flex Car Wash located to the West of the current 7-Eleven on the Northwest corner of White St and Ferguson Pkwy. The site is currently zoned with a Planned Development that allows all C-2 uses for the commercial tract. They are proposing a tunnel car wash with free vacuum stations and a full service/detailing options. Any additional utility and drainage comments will be addressed during the civil plan review. STAFF RECOMMENDATION: Approval of the Freedom Flex Car Wash site and landscape plan. ATTACHMENTS: Description Upload Date Type Location Map 10/16/2018 Exhibit Letter of I ntent 10/16/2018 Exhibit Site Plan 1/3/2019 Exhibit Landscape Plan 1/3/2019 Exhibit I Fli. /k-RHYMERS GLEN DR. F-2- PIN Rml oll OAK �f ELI 0 z AVERY P DO, R x T MASTERSON DOC HOLLIDAY "WYATT EARP WHITE STREET (F.M. 455) qlk� FREEDOM FLEX CARWASH StarSpanglerl Nenturn LLC 2169 Fair Hill Dr Allen, TX 75002 (469)767-2396 freedomflexcarwash@gmall.com To Whom It Allay Concern.• This letter expresses the desire and intent of Star Spangled Ventures LLC to provide the City ofAnna and its residents the services of Treedom Flex Car Wash. The ownership, comprised of veterans andfirst responders (including an Anna resident), widdempdoy theiryears of experience in community service and attention to detail to build this 6usiness. Currently, residents, visitors, and organizations (to include the poCue department) must travel to 9lIcVnney for the opportunity to receive a quality full -service car wash. Treedom EkCar Wash can change that. By employing the latest in carwash equipment technology, Freedom Tkwilloffer a tunnefcar wash service with free vacuums andful%service/detailing options 6uidt arounda military/first responder theme. The business wifl6e open seven days a week 8am-7pm (Mon -Sat) and 9am-6pm (Sun) For patrons wishing to receive full -service or detaiCng, indoor and outdoor waiting areas wild 6e availa6de. &strooms andvending for snacks/6everages wiaalso 6e availa6le. Not only does Star Spangled'Ventures wish to provide a solution to a growing need 6ut we desire to 6e a tong -term partner. Freedom EkCar Wash will open the door to numerous fundraising partnerships. Through ourfundraising program, Anna ISO, church groups, and leadership organizations wild receive the 6enefit of a day designated to their cause. Additionally, Freedom gYexwidl partnerwith guns and7foses Toundation of North Texas andifomeless'Veterans Services of (Dallas to help their causes as well Attachedare the site plans we willutilize fordevedopment. We are excitedandgratefulfor this opportunity to =4,4nna the home of Freedom EFlexCarWash! Wsspec�ay, Christian Centeno Managing Member— Star Spangled'Ventures LLC HOUSES \ IX- 1 -\ Iwo (ZONED: SF-1; SINGLE FAM. RESIDENTIAL) ~ LA DNAND CONS RUCTIO ,LTD IMS I�IFI 02' 1 i I - - ` 11.824 ACRES EXIST. 8" ss — s — ss ss — ssl —� / 7 20180614000736890 � I � ass .—� ss \ � � _ J I -- /---- 1/2 ' sue S8900 q�2_0 "E 188-DO I = — — — I — —I— 112� / - — 720' � �� SS � 71 '6' MA / � EEN WALL 9 -- -- _ _ _ �/ -I- L �16-=BUF LS AREA - 715 I / ,A4�LS AREA / \ _ _ -- - - - - 718 ��\ o PROP. 8" WL �51W WW ESMT. = > r I - s. 0 I o------------ �- - - WIL EXIST. 8" WL / I / b 0 0 I i F 0 — o �I LS AREA 12.5' � _ 12" STM I /' LS AREA (1) I I / I �� ---- -1- -------�- ----- - 50_REARYARO I� I s. I I f / I 9.0, o .0.0, r 708 IC. 15.2' I I o I I \ I I �3'0 PAY STATIONS \ (TYP.) 20+0 I 0 0 2 0 / I / e ANNA 455 ADDITION LOT 1, BLOCK A / I II I CI 1.261 ACRE N2016/452 © ®\ S ANNA 4 COMMERAL Lk w� O 2 00ACR 5.0 \ di 7-11 (ZONED: C STORE/GAS STATIONoD60' -2; GENERAL COMMERC IAL) Lo O200 1202 00 / w O co w 1.2� AC ES i> I l i l i I co / o I � I w l I I U- = � N / I I �8 'n I �� i o I j / I I T � ♦ �I � w Q; w w I o I IN I I t I I VACANT g I� 24.0' III (ZONED: � (ZONED: C-2; GENERAL COMMERCIAL) d' I O/ I VACUUM SPOTS I / I (TYP.) I I I 9 El GRATE I f I ��3 I i t I <� ' LL_ i I 3 SUM I 'QSO 1 20.0' 6 N N coo / PROP. I I / FH I" LS AREA Sri ° I N"I PRO - ST mmO:'.`N: avia SS I • I . I 1.1111 ::11 •- • �� --PROP. EXIST. 27" ISTM 5 �o \ D 4 -- 7 — -- — — 5' PERMANENT W T 713 _EXIST. 12" WL L LS AREA J?D-L DSCAPE B �1 I A' I � �- - 1/2 " IR (OPR C PROP. 2" WM (DOM./CARWASH) O pp / OLP EXIST. FH EXIST. 5' SW / AT 89 TBM1 CONTROL LINE EXIST. 5' sw POB "X" CUT �t1,670 L.F. TO ftTfRIA FALLS DR. \ INTERSECTION. \ \ W. WHITE STREET \ \ \ \ \ ±160 L.F. TO S. FERGUSON PKWY— \ \ \ INTERSECTION. HOUSES (ZONED: SF-1; SINGLE FAM. RESIDENTIAL) NOTE TO CONTRACTOR CALL 811 AND ANY OTHER APPLICABLE UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. LOBSINGER & POTTS STRUCTURAL ENGINEERING, INC IS NOT RESPONSIBLE FOR KNOWING THE LOCATION OF ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS ON ALL DRAWINGS. THE LOCATION OF EXIST. UTILITIES ARE SHOWN AS APPROXIMATE ONLY. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES AS A RESULT OF FAILURE TO LOCATE AND PRESERVE EXIST. UTILITIES. REFERENCE NUMBER NOTES OPROP. HC PARKING AREA PER GRADING PLAN AND DETAILS THIS SET. OPROP. FIRE LANE STRIPING. (TYP.) O3 PROP. DUMPSTER W/ 7' TALL SCREENING PER ARCH. O4 PROP. MONUMENT SIGN BY OTHERS. OREMOVE EXIST. AREA DRAIN. CONSTR. PROP. 4'x4' GRATE INLET. O6 CONSTR. PROP. 5'x5' AREA DRAIN. O6' HIGH MASONRY SCREEN WALL PER CITY DETAILS & REQUIREMENTS. O8 PROP. MODULAR PET WASHING FACILITY PER ARCH. O9 PROP. 5' CURB INLET. OWNER/DEVELOPER: WARNER CHRISTIAN CENTENO 2169 FAIR HILL DR. ALLEN, TX 75013 (469) 767-2396 SITE DATA TABLE: EXISTING ZONING: PD 709-2015 PROPOSED ZONING: NO CHANGE PROPOSED USE: FLEX CARWASH BUILDING AREA: WASH BUILDING NET = (4827 S.F.) WASH BUILDING UNDER ROOF = 5928 S.F. AFTER CARE CANOPY = 2105 S.F. P.O.S CANOPY = 831 S.F. TOTAL BUILDING COVERAGE = 8,864 S.F. LOT AREA: 56,400 S.F. COVERAGE: 15.7% FAR: 15.7% IMPERVIOUS AREA: 40,608 S.F. 72.0% SITE LANDSCAPE: 15,792 S.F. 28.0% 100 YEAR FLOODPLAIN/FLOODWAY N/A MAXIMUM HEIGHT OF BLDG. = 35' EXTERIOR MASONRY CONTENT = 100% PARKING REQUIRED: 1:150 CARWASH MACHINE ( 4827s.f.) 4.83 SPACES QUEUING REQUIRED 3 SPACES PARKING PROVIDED QUEUING 3 SPACES PARKING PROVIDED EMPLOYEE 5 SPACES PARKING PROVIDED VACUUM 24 SPACES ACCESSIBLE SPACES REQUIRED 1 SPACES ACCESSIBLE SPACES PROVIDED 1 SPACES OPERATIONAL PLAN FOR THE BUSINESS: HOURS OF OPERATION - WINTER DAILY - 7:OOAM- 7:OOPM HOURS OF OPERATION - SUMMER - DAILY 7:OOAM-9:OOPM NUMBER OF EMPLOYEES - 4-6 EMPLOYEES NO LOUD MUSIC WILL BE ALLOWED DRAWING LEGEND PROPERTY LINE ADJOINING PROPERTY LINE PROP. EDGE OF PAVEMENT CURB LINE PROP. STRIPING - - - - - - - - - - EASEMENT/SETBACK LINES - - - - - - - - - - PROP. FIRE LANE EXIST. CONTOUR LINE 100 PROP. CONTOUR LINE PROP. WATER LINE - - - - - - - - - - PROP. SS LINE DIRECTIONAL FLOW ARROW (10) PARKING COUNT LABEL EXIST. EXISTING PROP. PROPOSED BFR PROP. BARRIER FREE RAMP RW RETAINING WALL TYP. TYPICAL HC HANDICAP T.A.S. TEXAS ACCESSIBILITY STANDARDS MFR MANUFACTURER SITE PLAN EXHIBIT FOR: BENCHMARK 1 = ELEVATION = 712.23' FREEDOM FLEX CARWASH X" CUT AT THE MOST NORTHEASTERN CORNER OF AN STORM DRAIN INLET ON THE NORTH SIDE ON W. WHITE STREET 44' +/- EAST OF THE 1.29 ACRES SOUTHWEST CORNER OF THIS TRACT A- 288 BENCHMARK 2= ELEVATION = 716.02' F.T. D U FFAU SURVEY SANITARY SEWER MANHOLE RIM 15'+/- NORTH AND 40'+/- WEST OF THE THE CITY OF ANNA NORTHEAST CORNER OF THIS TRACT COLLI N COUNTY, TEXAS (VERIFY ALL BM'S WITH PROJECT SURVEYOR) NORTH GRAPHIC SCALE 11 x17 SCALE N.T.S. 0' 20' 30' 40' 1 SCALE N.T.S. REVISION NUMBER REVISION DATE DESCRIPTION N a1 � � N N � � w � � W� C� U `Y' � N � O '> Zp N �Woc oN� C) x Q z �< z Lu Q ULu �c/) W Lu r� = L_L_I O Ory L/ J QL0 WQ W Lu � z PROJECT # MANAGER LPSE DRAWN BY LPSE ISSUED FOR DATE 12/20/2018 PRELIMINARY THIS DOCUMENT IS FOR REVIEW ONLY AND MAY NOT BE USED FOR PERMIT, BIDDING OR CONSTRUCTION. JUSTIN S. BRAMMER, P.E. LICENSE NO. 103431 DATE: DECEMBER 20, 2018 SHEET LENNAR HOMES OF'TEXAS LAND AND CONSTRUCTION LTD IMS kH 02 5 11.824 ACRES �� I I LE 20180614000736890 ss -Is-ss�-ss -ss �SS —ss s9 -se -SS s5 \. rizs \ 9003' _ 'E_ 88.00' _ _ I 1/2� r�Zs U MA EE0 WALL 717— 0 � I 15 - = 15' FER 114 - — — 25' W WW ESMT. �� BER\MdJDA SOLID SOD, TYP. / 11 — — — — — — wv I 1 b 0 0 s0 / — �_- 715 CD — — — 50'REARYARD" — — — �� I BETE -2 --- I ,°: PC BBL 708 / !C�1�C°. I I I --- !- - Ao --- I� I ! L --I --I �� FF-715J5 ! I b ! e ANNA 455 ADDITION b I I LOT 1, BLOCK A j ( 1.261 ACRES / I I 7, 7 20161452 AKNA 455 COMMER AL LP20.00 ACRE, ! c}+ O ( EMAINDER) I ! I I I O 200 120500162 00 1 �� I I 11 I i I LO I U O co / O I I I 1.2� ACRES co o I I I I I I C I i r � Q I I DECOMPOS D w I I -----_G NITE1� I ■ ■ / p O p I I u) L0 in d+ ! I I 14 I I ;O I I I I I I P I GRATE - I I INLET I I � I 7 o FF=715J5 I I NRS r LFI I I 11 I o o �I / c� I I O �I I 0 I \ I ---- j BBL 5 / 1 70 / ° T BBL 3 3 � `— — — — — — — — — — — — — M BERMUDA SOLID ACCESS AND UTILITY ESMT\ SOD, TYP. 2016-01060000168 0 \ r / I 1 (OPRCCT) SO \ 'T T I 0 5 6 BR CE 114 DB 3 ( 15 ---- —25'F — — -- YH I OLP ° 000 O O o 0 00 00000 � 00 0 15' PERMANEN W FT—ER-EST91. 71 O \ *"r L WL WL — WL 'WL- I 1/2 IR (OPR C'T � O E — o „ — — PP- �TBM1 CONTROL LINE 1 p OB 'X" CUT W. WHITE STREET CONC. \ A GENERAL LAWN NOTES EROSION CONTROL AND SOIL PREPARATION: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TOP SOIL AT THE CORRECT GRADES. CONTRACTOR TO FINE GRADE AREAS TO REACH FINAL CONTOURS AS SPECIFIED PER CIVIL PLANS. ALL CONTOURS SHOULD ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. WATER SHOULD NOT BE ABLE TO POOL IN ANY AREAS UNLESS SPECIFIED OTHERWISE. EROSION FABRIC SUCH AS JUTE MATTING OR OPEN WEAVE TO BE USED WHERE NECESSARY TO PREVENT SOIL EROSION. ANY LOSS OF TOPSOIL OR GRASS DUE TO EROSION IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL IT IS 100% ESTABLISHED. CONTRACTOR TO REMOVE ANY ROCKS 3/4" AND LARGER, STICKS AND DEBRIS PRIOR TO INSTALLATION OF TOPSOIL AND SOD. FOUR (4") OF TOPSOIL SHALL BE APPLIED TO AREAS DISTURBED BY CONSTRUCTION RECEIVING SOD. IF TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL AS APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. TOPSOIL SHALL BE FRIABLE, NATURAL LOAM, FREE OF ROCKS, WEEDS, BRUSH, CLAY LUMPS, ROOTS, TWIGS, LITTER AND ENVIRONMENTAL CONTAMINANTS. CONTRACTOR SHALL BE RESPONSIBLE FOR SOD UNTIL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. SOD SHALL BE REPLACED IF NECESSARY. SOLID SOD: SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN. SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND THATCH. PROVIDE ONLY SOD CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED. DO NOT INSTALL SOD IF IT IS DORMANT OR GROUND IS FROZEN. LAY SOD WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1ST, SOD SHALL INCLUDE AN OVER -SEED OF ANNUAL RYE OR WINTER RYEGRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET FOR A GROWN -IN APPEARANCE. CONTRACTOR SHALL ENSURE CONFORMANCE TO §115.D OF TITLE 7, PART XXIX, HORTICULTURE COMMISSION CHAPTER 1. mWelds]u11109 SCARIFY SURFACE TO A MINIMUM OF 2" DEPTH PRIOR TO THE IMPORT TOPSOIL APPLICATION. TOP SOIL SHALL BE PLACED 2" IN DEPTH IN ALL AREAS TO BE SEEDED. CONTRACTOR TO SUPPLY HIGH QUALITY IMPORTED TOPSOIL HIGH IN HUMAS AND ORGANIC CONTENT FROM A LOCAL SUPPLY. IMPORTED TOPSOIL SHALL BE REASONABLY FREE OF CLAY LUMPS, COARSE SANDS, STONES, ROOTS AND OTHER FOREIGN DEBRIS. IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. ALL SEED SHALL BE HIGH QUALITY, TREATED LAWN TYPE SEED AND IS FREE OF NOXIOUS GRASS SEEDS. THE SEED APPLICATION SHALL BE UNIFORMLY DISTRIBUTED ON THE AREAS INDICATED ON PLANS. HYDROMULCH WITH BERMUDA GRASS SEED AT A RATE OF TWO POUNDS PER ONE THOUSAND SQUARE FEET. IF INSTALLATION OCCURS BETWEEN OCTOBER 1ST AND APRIL 1ST, ALL HYDORMULCH AREAS SHALL BE OVER -SEEDED WITH ANNUAL RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR TO RE-HYDROMULCH WITH BERMUDA GRASS AT THE END OF THE ANNUAL RYE GROWING SEASON. AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION. ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE PRIOR TO FINAL ACCEPTANCE. LANDSCAPE NOTES REFERENCE SITEWORK AND SPECIFICATIONS FOR INFORMATION NEEDED FOR LANDSCAPE WORK. CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING STRUCTURES. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. ALL PLANTING AREAS SHALL BE GRADED SMOOTH TO ACHIEVE FINAL CONTOURS AS INDICATED ON PLAN WITH 3" OF TOPSOIL AND 3" OF COMPOST AND CONSISTENTLY BLENDED TO A DEPTH OF 9". ALL BEDS SHALL BE CROWNED TO ANTICIPATE SETTLEMENT AND ENSURE PROPER DRAINAGE. PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. EDGING TO BE GREEN IN COLOR AND A MINIMUM OF 3/16" THICK. EDGING SHALL BE STAKED FROM THE INSIDE OF BED. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING. QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT MATERIAL LIST. TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS. 4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED OVER 4.1 OZ WOVEN, WEED BARRIER FABRIC OR APPROVED EQUAL. WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE DE WITT'WEED BARRIEROR APPROVED EQUAL. MULCH SHALL BE SHREDDED BARK OR RUBBER LANDSCAPE MULCH, PINE STRAW MULCH IS PROHIBITED. CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. IRRIGATION: IN THE ABSENCE OF AN IRRIGATION SYSTEM OR AREAS BEYOND THE COVERAGE LIMITS OF A PERMANENT IRRIGATION SYSTEM, CONTRACTOR SHALL WATER SOD TEMPORARILY, BY ANY MEANS AVAILABLE, TO DEVELOP ADEQUATE GROWTH. TURF SHALL BE IN 100% ESTABLISHMENT AT THE TIME OF ACCEPTANCE. ALL PLANTING BEDS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR. MAINTENANCE REQUIREMENTS: VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE. MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE. ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL. MISCELLANEOUS MATERIALS: STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGING. QTY LABEL COMMON NAME SCIENTIFIC NAME SIZE NOTES SHADE TREES CE Cedar Elm U/mus crassifolia 3" cal. 12' ht., 4' spread, matching SO Shumard Oak Quercus shumardii 3" cal. 12' ht., 5' spread SHRUBS DBH Dwarf Burford Holly Ilex cornuta 'Burford Nana' 36" ht full, 20" spread, 36" o.c. DY Dwarf Yaupon Holly Ilex vomitoria 'Nana' 5 gal. full, 24" sprd, 24" o.c. NRS Nellie R Stevens Holly Ilex x 'Nellie R. Stevens' 7 gal. full, 40" o.c. TS Texas Sage 'Thundercloud' Leucophy/lum frutescens 'Thundercloud' 5 gal. full, 24" sprd, 30" o.c. GROUNDCOVER/VINES/GRASS BBL Big Blue Liriope Liriope muscari 'Big Blue' 1 gal. full, 18" O.C. Bermuda Solid Sod Cynodon dactylon Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. Trees shall have a strong central leader and be of matching specimens. All plant material shall meet or exceed remarks as indicated. 1. At least 15% of the street yard shall be permanent landscape area. 2. 10% of the entire site shall be devoted to living landscape which shal include grass, groundcover, plants, shrubs or trees. 3. One large tree, 3 inch caliper, shall be provided per 40 linear feet of street frontage. 4. At least 75% of the frontage of parking lots adjacent to the public ROW shall be screened from public streets with evergreen shrubs attaining a height of 3'. 5. Evergreen shrubs (acceptable for 6' screening) shall be provided around dumpster screening wall. Site area: 1.29 acres (56,192 s.f.) N. White Street: 188 I.f. REQUIRED PROVIDED 2,323 s.f. (15%) 5,877 s.f. 5,619 s.f. (10%) 19,787 s.f. (35%) 5 trees, 3" cal 5 trees, 3" cal. screen screen dumpster screen dumpster screen Parking Lot Landscape 1. 8 square feet of landscape shall be provided per parking space. 2. One tree shall be within 65' of every parking space. 3. One tree shall be planted for every 10 parking spaces with parking lots more than 20 spaces. parking spaces: 33 REQUIRED PROVIDED 264 s.f. 1,524 s.f. 3 shade trees, 3" cal. 3 shade trees, 3" cal. GRAPHIC SCALE 0 20 40 FEET N Scale 1 "=20' - 0" REVISION NUMBER REVISION DATE DESCRIPTION N a1 w W O N 00 0C � W � O N 1.l x Q z � p� a U LLI W C L� W LLJ w= U n V J O0 W a Q LU �-T-1 PROJECT # MANAGER AWR DRAWN BY AWR ISSUED FOR DATE 12/3/18 ��\,PNDSQA,q R/Cy q��y * �6 N�'9 275A, T CO SHEET SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR. A. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING 1.2 REFERENCE DOCUMENTS A. REFER TO LANDSCAPE PLANS, NOTES, AND DETAILS FOR ADDITIONAL REQUIREMENTS 1.3 SCOPE OF WORK / DESCRIPTION OF WORK A. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. B. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. C. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK D. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO PROVIDE ALL WORK, COMPLETE IN PLACE AS SHOWN AND SPECIFIED. WORK SHOULD INCLUDE: E. PLANTING OF TREES, SHRUBS AND GRASSES A. SEEDING B. BED PREPARATION AND FERTILIZATION C. WATER AND MAINTENANCE UNTIL FINAL ACCEPTANCE D. WORK GUARANTEE 1.4 REFERENCES A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) Z60.1 - NURSERY STOCK B. TEXAS STATE DEPARTMENT OF AGRICULTURE C. TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS 1.5 SUBMITTALS A. PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX, GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE USE. B. SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED ON THE SOILS IN THE AREA. C. BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION. 1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING A. GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE CONTRACTOR TO COMMENCE. ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO LANDSCAPE CONTRACTOR BEGINNING WORK. B. ALL PACKAGED MATERIALS SHALL BE SEALED IN CONTAINERS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. ALL MATERIALS SHALL BE PROTECTED FROM DETERIORATION IN TRANSIT AND WHILE STORED ON SITE. C. DELIVER PLANT MATERIALS IMMEDIATELY PRIOR TO INSTALLATION. PLANT MATERIALS SHOULD BE INSTALLED ON THE SAME DAY AS DELIVERED. IF PLANTING CANNOT BE INSTALLED ON THE SAME DAY, PROVIDE ADDITIONAL PROTECTION TO MAINTAIN PLANTS IN A 0 a HEALTHY, VIGOROUS CONDITION. D. STORE PLANT MATERIALS IN SHADE, PROTECT FROM FREEZING AND DRYING. E. KEEP PLANT MATERIALS MOIST AND PROTECT FROM DAMAGE TO ROOT BALLS, TRUNKS AND BRANCHES. F. PROTECT ROOT BALLS BY HEELING WITH SAWDUST OR OTHER MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24 HOURS OF DELIVERY. G. NOTIFY OWNER'S REPRESENTATIVE OF DELIVERY SCHEDULE 72 HOURS IN ADVANCE. H. FOR BALLED AND BURLAPPED PLANTS - DIG AND PREPARE SHIPMENT IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE, AND FUTURE DEVELOPMENT. I. CONTAINER GROWN PLANTS - DELIVER PLANTS IN CONTAINER TO HOLD BALL SHAPE AND PROTECT ROOT MASS. J. STORAGE OF ALL MATERIALS AND EQUIPMENT WILL BE AT THE RISK OF THE LANDSCAPE CONTRACTOR. OWNER WILL NOT BE HELD RESPONSIBLE FOR THEFT OR DAMAGE. 1.7 SEQUENCING A. INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO INSTALLATION OF LAWN/SOLID SOD. B. WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS, THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE -GROWTH IN THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED ORGANIC MATTER. 1.8 WARRANTIES PERIOD, PLANT GUARANTEE, REPLACEMENTS A. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. B. FURNISH WRITTEN WARRANTY THAT PLANT MATERIALS WILL BE IN A HEALTHY, VIGOROUS GROWING CONDITION FOR ONE YEAR (TWELVE MONTHS) AFTER FINAL ACCEPTANCE. DAMAGE DUE TO ACTS OF GOD, VANDALISM, OR NEGLIGENCE BY OWNER IS EXCLUDED. C. REPLACE DEAD, UNHEALTHY, AND UNSIGHTLY PLANT MATERIAL WITHIN WARRANTY PERIOD UPON NOTIFICATION BY OWNER OR OWNER'S REPRESENTATIVE. PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND AS THOSE ORIGINALLY PLANTED OR SPECIFIED. D. THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY PERIODS. E. NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD, A. REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS B. REMOVE GUYING AND STAKING MATERIALS. 1.9 MAINTENANCE A. MAINTAIN PLANT LIFE AND PLANTING BEDS IMMEDIATELY AFTER PLACEMENT AND FOR MINIMUM 30 DAYS AFTER FINAL ACCEPTANCE. B. ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. C. REPLACE DEAD OR DYING PLANTS WITH PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. D. REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES, FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED. E. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY. F. COORDINATE WITH OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING ADEQUATE WATER FROM AN IRRIGATION SYSTEM. G. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. H. RESET SETTLED PLANTS ^' ""'T' HOLE TREE U-BRACKET ON SAFETY STAKE SAFETY STAKE TREE TRUNK; PLACE RING CENTERED WITH THE TRUNK OF THE TREE NAIL STAKES ROOTBALL TREE SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK SAFETY STAKE U-BRACKET ON SAFETY STAKE I. REAPPLY MULCH TO BARE AND THIN AREAS. J. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. K. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HANDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. 1.10 QUALITY ASSURANCE A. COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. B. EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED WORK AND SUPERVISION BY A FOREMAN. C. DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE USED IN LIEU OF THE SPECIFIED PLANT. D. OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN TRANSIT OR AT THE JOB SITE SHALL BE REJECTED. PART2-PRODUCTS 2.1 PLANT MATERIALS A. ALL PLANTS SHALL BE CERTIFIED IN ACCORDANCE THE AMERICAN STANDARD FOR NURSERY STOCK. B. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. C. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. D. WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF UNIFORM SIZE. E. PLANT SCHEDULE ON DRAWING IS FOR CONTRACTOR'S INFORMATION ONLY AND NO GUARANTEE IS EXPRESSED OR IMPLIED THAT QUANTITIES THEREIN ARE CORRECT. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT MATERIALS SHOWN ON THE DRAWINGS ARE INCLUDED IN HIS OR HER BID. F. SHALL BE FREE OF DISEASE, INSECT INFESTATION, DEFECTS INCLUDING WEAK OR BROKEN LIMBS, CROTCHES, AND DAMAGED TRUNKS, ROOTS OR LEAVES, SUN SCALD, FRESH BARK ABRASIONS, EXCESSIVE ABRASIONS, OBJECTIONABLE DISFIGUREMENT, INSECT EGGS AND LARVAE. G. ALL PLANTS SHALL EXHIBIT NORMAL GROWTH HABITS, VIGOROUS, HEALTHY, FULL, WELL BRANCHES, WELL ROOTED, PROPORTIONATE AND SYMMETRICAL. H. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT SYSTEMS, NON -POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). I. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL BE IMMEDIATELY TOP OF MULCH SHOULD BE, AT MINIMUM, 1/2" BELOW WALK OR CURBING CURB OR SIDEWALK, NO STEEL EDGING ALONG WALK, TYP.I I LrF SHRUB PLANTING N.T.S. REF. LANDSCAPE LAN FOR SPACINi REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. J. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING K. TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND. L. TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED. M. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER N. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. O. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. P. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. 2.2 ACCESSORIES/MISCELLANEOUS MATERIALS A. MULCH - DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY DECOMPOSED BY LIVING EARTH TECHNOLOGIES OR APPROVED SUBSTITUTE. MULCH SHOULD BE FREE OF STICKS, STONES, CLAY, GROWTH AND GERMINATION INHIBITING INGREDIENTS. B. FERTILIZER - COMMERCIAL FERTILIZER CONTAINING 10-20-10 OR SIMILAR ANALYSIS. C. SOIL PREPARATION - SHALL BE FERTILE, LOAMY SOIL. ORGANIC MATTER SHALL ENCOMPASS BETWEEN 3% AND 10% OF THE TOTAL DRY WEIGHT. SOIL SHALL BE FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN 1", NOXIOUS WEEDS, STICKS, BRUSH, LITTER AND OTHER SUBSTANCES. IT SHOULD BE SUITABLE FOR THE GERMINATION OF SEEDS AND THE SUPPORT OF VEGETATIVE GROWTH. THE PH VALUE SHOULD BE BETWEEN 4 AND 7. APPROXIMATE PARTICLE DISTRIBUTION FOR TOPSOIL CLAY BETWEEN 15%AND 25% SILT BETWEEN 15% AND 25% SAND LESS THAN 50% GRAVEL LESS THAN 10% D. EXISTING TOPSOIL - MAY BE USED IF IT MEETS THE REQUIREMENTS FOR THE IMPORTED TOPSOIL OR IF APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. TOPSOIL SHALL NOT BE STRIPPED, TRANSPORTED OR GRADED IF MOISTURE CONTENT EXCEEDS FIELD CAPACITY. TOPSOIL STOCKPILES SHALL BE PROTECTED FROM EROSION OR CONTAMINATION. E. ALL NEW TURF AREAS LOCATED ON THE FRONT, SIDES, REAR, AND INSIDE THE FIRE LANE SHALL BE SODDED AND SHALL BE AMENDED WITH QUALITY TOPSOIL AT A MINIMUM DEPTH OF FOUR INCHES. F. STEEL EDGING - SHALL BE 3/16" X 4" X 16" DARK GREEN LANDSCAPE EDGING. G. TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE; REFER TO DETAILS. H. FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE. I. SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND. ROUNDCOVER AS PLAN LAYER OF MULCH, SETTLED THICKNESS SHOULD BE 2" MIN. ROOT BALL, DO NOT DISTURB 1r�rlggl:11 � �Iq ay1:3 �[� �-1/2" MAXIMUM PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. UNDISTURBED SUBGRADE / NATIVE SOIL SPECIFIED BED BORDER NOTE: 4" MULCH OVER WEED BLOCK TREE STAKE SOLUTIONS OR SIMILAR CREATING A 4" DEEP SAUCER PRODUCTS SHOULD BE USED. INSTALL O.C. SPACING PER MANUFACTURER'S SPECIFICATIONS. NAIL STAKE INSTALLED FIRMLY TREE STAKE SOLUTIONS CONTACT: INTO GROUND FLUSH WITH "U" JEFF TULEY AT 903.676.6143 BRACKET, DO NOT INSTALL �O INTO ROOTBALL FINISH GRADE Q UNDISTURBED EARTH �Q PIT TO BE AT LEAST 2 TIMES THE DIA. OF ROOT BALL. TREE - _ TO BE CENTERED IN HOLE �- AND REST ON NATIVE SOIL 24" MIN. SETBACK MULCH FOR SHRUBS & BACK FILL /PLANTING SOIL MIX. TILL IN O NDCOVERS — WITH PARTS EXISTING SOIL, EXCLUDING AL ALONG BACK OF G BACK OF LARGE CLODS AND ROCKS. CURB TO ALLOW ROOTBALL: REMOVE BURLAP AND FOR CAR OVERHANG ROP FROM TOP 3 OF THE BALL. PLACE TOP OF ROOT BALL MIN. 1" - MAX. 2" ABOVE GRADE - BACK OF CURB TREE PLANTING N.T.S. SHRUB SPACING AND PLANTING AT B.O.C. N.T.S. J. DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER. K. RIVER ROCK - LOCALLY ARIZONA RIVER ROCK BETWEEN 2"-4" IN DIAMETER. L. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. PART 3 - EXECUTION 3.1 PREPARATION A. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. B. SOIL TESTING: A. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. B. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. C. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE -PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE, C. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT D. IF WEEDS ARE GROWING IN PLANTING AREAS, APPLY HERBICIDE RECOMMENDED BY MANUFACTURER AND APPLIED BY AN APPROVED LICENSED APPLICATOR. ALLOW WEEDS TO DIE, AND THEN GRUB OUT ROOTS TO A MINIMUM OF 1/2 INCH DEPTH. E. PREPARE NEW PLANTING BEDS BY TILLING EXISTING SOIL TO A DEPTH OF SIX INCHES PRIOR TO PLACING COMPOST AND FERTILIZER. ADD SIX INCHES OF COMPOSE AND TILL INTO A DEPTH OF SIX INCHES OF THE TOPSOIL. F. POSITION TREES AND SHRUBS AS DESIGNED ON PLAN. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO PROCEEDING. G. ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF 2 INCH LAYER OF MULCH (SETTLED THICKNESS). 3.2 EXCAVATING A. EXCAVATE PITS FOR PLANTING, TREE PITS SHALL BE LARGE ENOUGH TO PERMIT THE HANDLING OF THE ROOT BALL WITHOUT DAMAGE TO THE ROOTS. TREES SHALL BE PLANTED AT A DEPTH THAT WHEN SETTLED, THE CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE AS IT DID TO THE SOIL SURFACE IN ORIGINAL PLACE OF GROWTH. B. TREE PITS PERCOLATION TEST: FILL PIT WITH WATER AND ALLOW TO STAND FOR 24 HOURS. IF PIT DOES NOT DRAIN, THE TREE NEEDS TO BE MOVED TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. C. SHRUB AND TREE PITS SHALL BE NO LESS THAN 24" WIDER THAN THE ROOT BALL AND 6" DEEPER THAN ITS VERTICAL DIMENSION. HOLES SHOULD BE ROUGH, NOT SMOOTH OR GLAZED. 3.3 PLANTING A. REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS B. REMOVE CONTAINERS WITHOUT DAMAGE TO ROOTS. C. REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING. D. REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES AFTER PLACEMENT. E. PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS FOR BEST APPEARANCE. F. SET PLANTS WITH TOP OF ROOT BALLS FLUSH WITH ADJACENT GRADE AFTER COMPACTION. ADJUST PLANT HEIGHT IF SETTLEMENT OCCURS AFTER BACKFILLING. G. BACKFILL HOLES IMMEDIATELY AFTER PLANT IS PLACED USING BACKFILL MIX. BACKFILL TO ONE HALF DEPTH, FILL HOLE WITH WATER AND LIGHTLY TAMP SOIL TO REMOVE VOIDS AND AIR POCKETS. H. TRIM PLANTS TO REMOVE DEAD AND INJURED BRANCHES ONLY. BRACE PLANTS OVER 65 GALLONS IN SIZE. I. MULCH TO THE TOP OF THE ROOT BALL. DO NOT PLANT GRASS ALL THE WAY TO TRUNK OF THE TREE. MULCH WITH AT LEAST 2" OF SPECIFIED MULCH. J. DO NOT WRAP TREES. K. DO NOT OVER PRUNE. L. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS BETWEEN BLOCKS SHOULD BE FILLED WITH TOPSOIL AND THEN WATERED THOROUGHLY. 3.4 STEEL EDGING A. STEEL EDGING SHALL BE INSTALLED AND ALIGNED AS INDICATED ON PLANS. OWNER'S REPRESENTATIVE TO APPROVE THE STAKED OR PAINTED LOCATION OF STEEL EDGE PRIOR TO INSTALLATION B. ALL STEEL EDGING SHALL BE FREE OF BENDS OR KINKS. C. TOP OF EDGING SHALL BE 1/2" MAXIMUM HEIGHT ABOVE FINAL FINISHED GRADE. D. STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF THE EDGING, NOT THE GRASS SIDE. E. STEEL EDGING SHALL NOT BE INSTALLED ALONG SIDEWALKS OR CURBS. F. EDGING SHOULD BE CUT AT A 45 DEGREE ANGLE WHERE IT MEETS SIDEWALKS OR CURBS. 3.5 CLEANUP A. REMOVE CONTAINERS, TRASH, RUBBISH AND EXCESS SOILS FROM SITE AS WORK PROGRESSES. B. REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES. C. PREMISES SHALL BE KEPT NEAT AT ALL TIMES AND ORGANIZED. D. ALL PAVED AREAS SHOULD BE CLEANED AT THE END OF EACH WORK DAY. 3.6 ACCEPTANCE A. ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN VIGOROUS AND HEALTHY GROWING CONDITION. B. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. C. WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. D. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. END OF SECTION SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 3/16" X 4" X 16" STEEL EDGING WITH STAKES �- � LAWN - � . �� / 1/2" MAXIMUM NOTE: NO STEEL EDGING - TO BE INSTALLED ALONG SIDEWALKS STEEL EDGING DETAIL N.T.S. REVISION NUMBER REVISION DATE DESCRIPTION U N � w W O Ct U `Y' O � � N � Q '> � W � � N � l � � CU U U C� x � ~ U Q � z z Q UwLu U U LLI Lu 1� LLI � (D U QILD U w QLu u z u� U U PROJECT # MANAGER AWR DRAWN BY AWR ISSUED FOR DATE 12/3/18 \IPNDSCgpF Rrr Q W * 2� 2 T SHEET L1,02 THE CITY OF Aiftha AGENDA ITEM: Item No. 8. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider/Discuss/Action on recommendation regarding the Pecan Grove Phase 4 Final Plat. SUMMARY: The Pecan Grove Phase 4 Final Plat is located in the R. Ingraham Survey, Abstract No. 464 and the J. Slater Survey, Abstract No. 868. The plat contains approximately 57.725 acres covering a section of land West of Highway 5 and to the East of Phase 2 and 3 of Pecan Grove that will consist of 232 lots. STAFF RECOMMENDATION: Approval of the Pecan Grove Phase 4 Final Plat. ATTACHMENTS: Description Location Map Final Plat Drainage Letter Upload Date Type 12/26/2018 Exhibit 12/26/2018 Exhibit 12/26/2018 Exhibit LOCATION MAP T Boundary Line Table Line # Length Direction BL1 66.40' S 89"32'31" W BL2 216.73' N 00°43'52" E BL3 212.44' S 89°53'28" W BL4 178.92' N 02°25'37" W BL5 68.74' N 08*12'27" E BL6 20.91' S 79°03'39" E BL7 170.00' N 10*56'21" E BL8 52.99' N 79°03'39" W BL9 120.00' N 07*14'50" E BL10 208.28' N 07"09'48" E BL11 534.57' S 89'54'16" W BL12 112.52' N 00°46'28" W BL13 44.48' S 88°41'26" W BL14 59.01' N 00*13'10" W BL15 63.50' N 19*29'15" E BL16 199.84' S 89°38'00" E Lot 2, Block X (HOA Lot) 1/2" IRF W. FOSTER CROSSING ROAD R.O.W. 14,061 S.F., 0.323 Ac. Dedicated in Fee Simple to the City of Anna Boundary Curve Table Curve # Length Radius Chord Chord Bearing Delta BC1 522.10' 2540.00' 521.18' N 84°56'58" W 11 °46'38" BC2 402.20' 2830.00' 401.87' S 86°49'27" E 8°08'35" BC3 4.31' 2950.00' 4.31' N 82°47'41" W 0°05'01" BC4 170.07' 3410.00' 170.05' N 84*15'55" W 2"51'27" BC5 153.06' 445.00' 152.31' N 09°38'02" E 19°42'26" I g 20 Pecan Grove Phase II, Ltd. Doc. No. 20151104001395460 DRCCT I I 10� 19 _ZELKOVA BOULEVARD- N OI °24'0-1" W ^• 2g0.01' 100 0 50 100 200 1 inch = 100ft. LEGEND (Not all items may be applicable) 0 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND IPF IRON PIPE FOUND Esmt. EASEMENT Util. UTILITY DE DRAINAGE EASEMENT DUE DRAINAGE AND UTILITY EASEMENT UE UTILITY EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT STE STREET EASEMENT VE 25'x25' VISIBILITY, SIDEWALK, ACCESS & MAINTENANCE EASEMENT WW WASTE WATER EASEMENT WME WALL MAINTENANCE EASEMENT HBE HIKE & BIKE TRAIL EASEMENT HOA HOME OWNER'S ASSOCIATION (BTP) BY THIS PLAT R.O.W. RIGHT-OF-WAY BL BUILDING LINE -411100- STREET NAME CHANGE AQ BLOCK DESIGNATION Cab. CABINET Vol. VOLUME P9. PAGE No. NUMBER NTS NOT TO SCALE Ord. No. ORDINANCE NUMBER Inst.lDoc. 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N m N c1i 2- 0. 0 1 2 o f ti o o M o 29 Z - 62.66'---61.40'-- L F --- (h �a N� otn 3 0 W 00- -50.nn �_ 99.9T n 07 _ I o✓ 15 Ig I 120.00' �!O 1^ I-113so5'u.._�o 1$ oI �'I n'iir- -- 10'UE FI i3 ,'��10UE15'BL Lot 1, Block X (H0A Lot) 1/2" IRF -- 20' Grading & D.E. Easement Line Table Line # Length Direction L23 85.71' N 89'34'01" E L24 20.00' S 00°25'59" E L25 89.72' S 89°34'02" W NOTES: 1. 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. 2. o All corners are 1/2 inch iron rods with red plastic caps stamped "SPIARS ENG RPLS 5252" unless otherwise noted. 3. All development will comply with City of Anna PD-2002-27A Requirements. 4. All open space areas, Lots 1-15, Block X, to be owned and maintained by the H.O.A. 5. Lots 1-15, Block X, to be used for sidewalks, trails and landscaping. Easements for these uses are granted by this plat. 1 • 11 Rear BL R-5, R-6) 115' Rear BL (R-72) 1 120' Rear BL (R-84) 10% Of Lot Width I I I � I o lI o 10% Of 10% Of Lot width 1 1 Lot Width Front BL ---1--- 10'U.E. I I I 10% Of ~Lot Width w i- Zo o 15' Side T Setback I Front Property Line STANDARD LOT DETAIL FOR LOT TYPE R- 5. R- 6. R- 72, R- 84 Naomi R. Copeland Parchman Vol. 2070, Pg. 177 DRCCT I -------�I . - (H0A Lot) �pc 112" IRS 0. 3' 50.01 y53.2 ' 42� •��/ _ 12' IRF C9 tK variable Lot 6, `� O5°Oi'3q" W 668.10 4.0 50151 �'35�� E ' Width DE Block X 20' WE P� (HOA Lot) 1/2" IRS Lot 5 James E. Hager Block' X James E. Hager & Jeanne Hager (HOA Lot) & Jeanne Hager (Release of Lien filed (Release of Lien filed P in Vol. 1544, Pg. 28 DRCCT) in Vol. 1544, Pg. 26 DRCCT) FINAL PLAT Sheet 1 of 2 OWNER / APPLICANT Starlight Homes of Texas, LLC 1800 Valley View Lane, Suite 100 Farmers Branch, Texas 75234 Telephone (214) 616-6887 Contact: Daniel Satsky ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Matt Dorsett Scale: 1" = 100' December, 2018 SEI Job No. 18-055 57.725 ACRES OUT OF THE J. SLATER SURVEY ABST. NO. 868 CITY OF ANNA COLLIN COUNTY, TEXAS STATE OF TEXAS § COUNTY OF COLLIN § OWNER'S CERTIFICATE BEING a tract of land situated in the R. Ingraham Survey, Abstract No. 464, and the J. Slater Survey, Abstract No. 868, City of Anna, Collin County, Texas, being a part of a tract conveyed to ATC No. 9/SHRP Commercial, Ltd., recorded in Document No. 20151021001332960 of the Deed Records, Collin County, Texas (DRCCT), a part of a tract conveyed to Foster Crossing, Ltd., recorded in Document No. 20140731000808030 DRCCT, and a part of a tract conveyed to Pecan Grove Phase III, Ltd., recorded in Document No. 20171227001695410 DRCCT and Document No. 20171227001695420 DRCCT, with the subject tract being more particularly described as follows: BEGINNING at a 1/2" iron rod found on the north line of West Foster Crossing Road, a public right-of-way (also known as County Road 366) for the southwest corner of a tract conveyed to J. Kevin Kennedy and Lisa L. Kennedy, recorded in Document No. 94-0026232 DRCCT; THENCE S 89°32'31" W, 66.40 feet along the north line of said road; THENCE S 89°33'59" W, 281.41 feet continuing along the north line of said road to a 1/2" iron rod found for the southeast corner of a tract conveyed to Jackie and Joyce Thornhill, recorded in Document No. 96-0052603 DRCCT; THENCE N 00°43'52" E, 216.73 feet along the common line thereof; THENCE S 89°53'28" W, 212.44 feet continuing along the common line thereof to a 1/2" iron rod with plastic cap found for an easterly corner of a tract conveyed to Pecan Grove Phase 11, Ltd., recorded in Document No. 20170111000048510 DRCCT; THENCE along the common line thereof, the following: N 02°25'37" W, 178.92 feet; N 08°12'27" E, 68.74 feet; S 79°03'39" E, 20.91 feet; N 10°56'21" E, 170.00 feet to a 1/2" iron rod with plastic cap found; N 79°03'39" W, 52.99 feet; A tangent curve to the left having a central angle of 11 °46'38", a radius of 2540.00 feet, a chord of N 84°56'58" W - 521.18 feet, an arc length of 522.10 feet; And N 01 °24'07" W, 290.01 feet to a southwesterly corner of a tract conveyed to Pecan Grove Phase III, Ltd., recorded in Document Nos. 20171227001695420 and 20171227001695410, DRCCT; THENCE along the common line thereof, the following: A non -tangent curve to the right having a central angle of 08°08'35", a radius of 2830.00 feet, a chord of S 86°49'27" E - 401.87 feet, an arc length of 402.20 feet to a 1/2" iron rod with plastic cap found; N 07°14'50" E, 120.00 feet; A non -tangent curve to the left having a central angle of 00°05'01", a radius of 2950.00 feet, a chord of N 82°47'41" W - 4.31 feet, an arc length of 4.31 feet; N 07°09'48" E, 460.00 feet to a 1/2" iron rod with plastic cap found; A non -tangent curve to the left having a central angle of 02°51'27", a radius of 3410.00 feet, a chord of N 84°15'55" W - 170.05 feet, an arc length of 170.07 feet; N 07°09'48" E, 208.28 feet; S 89°54'16" W, 534.57 feet; N 00°46'28" W, 112.52 feet; S 88°41'26" W, 44.48 feet; N 00°13'10" W, 59.01 feet; A tangent curve to the right having a central angle of 19°42'26", a radius of 445.00 feet, a chord of N 09°38'02" E - 152.31 feet, an arc length of 153.06 feet; And N 19°29'15" E, 63.50 feet to the south line of a tract conveyed to William L. Haynes & Marcia Navarre, recorded in Document No. 20150922001204170 DRCCT; THENCE S 86°09'23" E, 434.28 feet along the south line of said Haynes tract to the southeast corner thereof, being the southwest corner of a tract conveyed to Troy Christopher Reed, recorded in Document No. 20091020001284830 DRCCT; THENCE S 89°38'00" E, 199.84 feet along the south line of said Reed tract to the southeast corner thereof, being the southwest corner of a tract conveyed to William K. Lewis and Christine J. Lewis, recorded in Volume 5700, Page 816 DRCCT; THENCE S 86°51'44" E, 445.85 feet along the south line of said Lewis tract to the southeast corner thereof; THENCE N 00°53'49" W, along the east line of said Lewis tract, and of a tract conveyed to Christopher Foster, recorded in Volume 5470, Page 1674 DRCCT, and of a tract conveyed to David J. Fowler and Jody L. Fowler, recorded in Document No. 20060208000167110 DRCCT, a total distance of 790.93 feet to a 1/2" iron rod found for the southwest corner of a tract conveyed to Naomi R. Copeland Parchman, recorded in Volume 2070, Page 177 DRCCT; THENCE N 88°51'27" E, 571.33 feet along the south line of said Parchman tract to a 1/2" iron rod found for the northwest corner of a tract described in a Release of Lien to James E. Hager and Jeanne Hager, recorded in Volume 1544, Pages 26 and 28, DRCCT; THENCE S 07°37'35" E, 421.95 feet along the west line thereof; THENCE S 05°07'39" W, 668.10 feet continuing along the west line of said Hager tract to the northwest corner of said Kennedy tract; THENCE S 10°54'15" W, 1822.97 feet along the west line thereof to the POINT OF BEGINNING with the subject tract containing 2,514,500 square feet or 57.725 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That WE, STARLIGHT HOMES OF TEXAS, LLC, acting herein by and through its duly authorized officers, does hereby certify and adopt this final plat designating the herein above described property as PECAN GROVE PHASE IV, an addition to the City Of Anna, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. STARLIGHT HOMES OF TEXAS, LLC, does herein certify the following: 1. The streets are dedicated for street purposes. 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the City Of Anna. 5. The City Of Anna is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. 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. 7. The City Of Anna and public utilities 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 the easements. 8. The City Of Anna and public utilities 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 procuring permission from anyone. 9. All modifications to this document shall be by means of plat and approved by the City Of Anna. 10. Open Space designations may include areas reserved for use only by Home Owners Association members and residents. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City Of Anna, Texas. WITNESS MY HAND, this Starlight Homes of Texas, LLC. A Texas Limited Liability Company Daniel Satsky Vice President STATE OF TEXAS § COUNTY OF COLLIN § day of 2018 BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Daniel Satsky, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2018 Notary Public, State of Texas SURVEYOR'S CERTIFICATE Know All Men By These Presents: That I, Darren K. Brown, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Anna, Texas. Dated this the day of 2018 DARREN K. BROWN, R.P.L.S. NO. 5252 STATE OF TEXAS § COUNTY OF COLLIN § 4-7 OF P "G ` s f R F� DARREN K. BROWN A 5252 P _° ES \� SUR BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2018 Notary Public, State of Texas Approved this day of 2018 by the city council of the City of Anna, Texas. Mayor City Secretary Lot Area Table Lot # Block # Square Feet Acreoge 1 A 9,502 0.218 2 A 6,000 0.138 3 A 6,000 0.138 4 A 6,000 0.138 5 A 6,000 0.138 6 A 6,000 0.138 7 A 6,000 0.138 8 A 6,000 0.138 9 A 6,000 0.138 10 A 6,000 0.138 11 A 7,579 0.174 12 A 11,130 0.256 13 A 11,625 0.267 14 A 5,740 0.132 15 A 6,000 0.138 16 A 6,000 0.138 17 A 6,000 0.138 18 A 7,333 0.168 19 A 7,333 0.168 20 A 6,000 0.138 21 A 6,000 0.138 22 A 6,000 0.138 23 A 6,000 0.138 24 A 6,000 0.138 25 A 6,000 0.138 26 A 7,994 0.184 Lot Area Table Lot # Block # Square Feet Acreage 1 B 6,206 0.142 2 B 5,075 0.117 3 B 5,102 0.117 4 B 5,469 0.126 5 B 5,855 0.134 6 B 5,878 0.135 7 B 5,878 0.135 8 B 5,878 0.135 9 B 5,878 0.135 10 B 5,878 0.135 11 B 5,878 0.135 12 B 5,878 0.135 13 B 5,878 0.135 14 B 5,878 0.135 15 B 5,878 0.135 16 B 5,878 0.135 17 B 6,386 0.147 18 B 6,309 0.145 19 B 6,251 0.143 20 B 6,118 0.140 Lot Curve Table Curve # Length Radius Chord Chord Bearing Delta C1 91.27' 50.00' 79.12' N 41'44'46" E 104°35'30" C2 56.32' 50.00' 53.39' N 01 °48'37" W 64*32'10" C3 41.32' 50.00' 40.16' S 22*42'16" W 47°21'07" Lot Area Table Lot # Block # Square Feet Acreage 1 G 7,430 0.171 2 G 6,687 0.154 3 G 6,687 0.154 4 G 6,644 0.153 5 G 6,000 0.138 6 C, 6,000 0.138 7 G 7,200 0.165 8 G 7,200 0.165 9 G 6,508 0.149 10 G 6,000 0.138 11 G 6,000 0.138 12 C, 6,000 0.138 13 G 7,337 0.168 14 G 8,611 0.198 15 G 6,000 0.138 16 G 6,000 0.138 17 G 6,000 0.138 18 G 6,000 0.138 19 C, 6,000 0.138 20 G 6,000 0.138 21 C, 6,000 0.138 22 G 6,000 0.138 23 G 6,026 0.138 24 G 7,292 0.167 25 G 7,292 0.167 26 G 8,475 0.195 Lot Area Table Lot # Black # Square Feet Acreage 11 D 8,914 0.205 12 D 8,623 0.198 13 D 6,315 0.145 14 D 7,115 0.163 15 D 8,450 0.194 16 D 8,749 0.201 17 D 9,425 0.216 18 D 8,400 0.193 19 D 7,593 0.174 20 D 7,590 0.174 21 D 12,955 0.297 22 D 15,037 0.345 Lot Line Table Line # Length Direction L1 16.04' N 04°02'31" E Centerline Line Table Line # Length Direction L2 37.78' S 00*26'18" E L3 21.21' N 55*55'18" E L4 20.51' N 39°50'58" W L5 104.82' N 10*54'15" E Centerline Curve Table Curve # Length Radius Chord Chord Bearing Delto C4 79.18' 400.00' 79.06' S 05*13'59" W 11 °20'32" C5 69.92' 200.00' 69.56' S 00°53'20" W 20°01'50" C6 553.33' 2685.00' 552.35' N 84°57'53" W 11 °48'27" C7 196.12' 2975.00' 196.08' N 80°56'53" W 3°46'37" C8 56.87' 200.00' 200.00' 56.68' 56.68' N 02°45'30" E S 02°45'30" W 16*17'30" 16*17'30" C9 56.87' C10 215.24' 3265.00' 215.20' N 80°56'53" W 3°46'37" C11 259.35' 3555.00' 259.30' N 81 °08'58" W 4*10'48" C12 83.74' 425.00' 83.61' N 05*15'33" E 11 *17'23" C13 26.01' 362.50' 26.00' S 01'40'11" W 4-06'37" C14 175.38' 300.00' 172.89' S 19*53'08" W 33°29'42" C15 557.53' 250.00' 448.97' N 27*1517" W 127°46'32" Lot Area Table Lot # Block # Square Feet Acreage 1 E 7,422 0.170 2 E 7,287 0.167 3 E 7,530 0,173 4 E 6,057 0.139 5 E 6,000 0.138 6 E 6,000 0.138 7 E 6,000 0.138 8 E 6,009 0.138 9 E 7,200 0.165 10 E 7,200 0.165 11 E 6,000 0.138 12 E 6,000 0.138 13 E 7,335 0.168 14 E 7,330 0.168 15 E 6,000 0.138 16 E 6,000 0.138 17 E 6,000 0.138 18 E 6,000 0.138 19 E 6,000 0.138 20 E 6,000 0.138 21 E 6,000 0.138 22 E 6,000 0.138 23 E 6,021 0.138 24 E 6,070 0.139 25 E 6,070 0.139 26 E 6,070 0.139 27 E 7,419 0.170 Lot Area Table Lot # Block # Square Feet Acreage 1 E 6,558 0.151 2 E 5,326 0.122 3 F 5,297 0.122 4 E 5,306 0.122 5 E 5,322 0.122 6 F 5,355 0.123 7 E 5,412 0.124 8 E 5,469 0.126 9 E 5,525 0.127 10 E 6,706 0.154 11 E 5,651 0.130 12 E 5,708 0.131 13 F 5,765 0.132 14 F 7,125 0.164 15 E 9,047 0.208 16 E 6,787 0.156 17 F 6,502 0.149 18 E 6, 217 0.143 19 E 5,933 0.136 20 F 5,648 0.130 21 E 5,363 0.123 Lot Area Table Lot # Block # Square Feet Acreage 10 G 7,427 0.171 11 C7 7,427 0.171 12 G 7,427 0.171 13 CG 7,427 0.171 14 G G 7,427 7,424 0.171 15 0.170 16 CG 8,400 0.193 17 CG 7,338 0.168 18 G 6,965 0.160 19 G 6,965 0.160 20 & 6,965 0.160 21 CG 6,965 0.160 22 CG 6,965 0.160 23 CG 6,965 0.160 24 CG 6,965 0.160 25 G 7,031 7,087 0.161 26 G 0.163 27 CG 7,087 0.163 28 CG 7,087 7,312 0.163 0.168 29 G 30 G 7,312 0.168 31 CG 8,592 0.197 Lot Area Table Lot # Block # Square Feet Acreage 1 H 6,668 0.153 2 H 6,644 0.153 3 H 9,589 0.220 4 H 8,176 0.188 5 H 8,176 0.188 6 H 8,176 0.188 7 H 8,176 0.188 8 H 7,206 0.165 9 H 7,346 0.169 Li Lot Area Table Lot # Block # Square Feet Acreage 6 1 7,301 0.168 7 1 7,301 0.168 8 1 7,301 0.168 9 1 7,206 0.165 10 1 7,200 0.165 11 1 8,400 0.193 12 1 7,333 0.168 13 14 1 1 6,600 0.152 6,600 0.152 15 1 6,670 0.153 16 I 6,697 0.154 17 1 6,697 0.154 18 1 6,697 0.154 19 1 6,697 0.154 20 1 6,697 0.154 21 1 6,697 0.154 22 1 6,697 0.154 FINAL PLAT ( M" 11)) wyl 11 NO un 57.725 ACRES OUT OF THE J, SLATER SURVEY ABST. NO. 868 CITY OF ANNA COLLIN COUNTY, TEXAS OWNER/APPLICANT Starlight Homes of Texas, LLC 1800 Valley View Lane, Suite 100 Farmers Branch, Texas 75234 Telephone (214) 616-6887 Contact: Daniel Satsky December, 2018 ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Matt Dorsett SEI Job No. 18-055 Lot Area Table Lot # Block # Square Feet Acreoge 1 J 7,381 0.169 2 J 7,247 0.166 3 J 7,365 0.169 4 J 7,501 0.172 Lot Area Table Lot # Block # Square Feet Acreage 1 K 7,097 0.163 2 K 6,759 0.155 3 K 6,759 0.155 4 K 6,600 0.152 5 K 6,600 0.152 6 K 6,600 0.152 7 K 6,600 0.152 8 K 6,600 0.152 9 K 6,600 0.152 10 K 6,600 0.152 11 K 6,631 0.152 Lot Area Table Lot # Block # Square Feet Acreage 11 Q 6,781 0.156 12 Q 6,634 0.152 13 Q 6,634 0.152 14 Q 6,634 0.152 15 Q 6,634 0.152 16 17 Q Q 7,328 0.168 8,397 0.193 18 Q 9,625 0.221 19 Q 6,063 0.139 20 Q 6,000 0.138 21 Q 6,000 0.138 22 Q 6,000 0.138 23 Q 6,000 0.138 24 Q 6,000 0.138 25 Q 6,639 0.152 26 Q 6,639 0.152 27 Q 6,639 0.152 28 Q 6,639 0.152 29 Q 6,639 0.152 30 Q 6,639 0.152 31 Q 6,639 0.152 32 a 7,553 0.173 Open Space Area Table Lot # Block # Acres 1 X 0.054 2 X 0.087 3 X 1.023 4 X 3.136 5 X 0.061 6 X 0.053 7 X 0.106 8 X 0.055 9 X 0.678 10 X 4.056 11 X 0.714 12 X 0.387 13 X 0.366 14 X 0.339 15 X 0.041 Sheet 2 of 2 ,SPIRRS September 14, 2018 Mr. Joseph Johnson City of Anna - Public Works 3223 N. Powell Pkwy. Anna, Texas 75409 Re: Downstream Property Certification Pecan Grove Phase IV Anna,Texas SEI Project No.18-055 Dear Mr. Johnson: 765 CUSTER ROAD, SUITE 100 1 PLANO, TEXAS 75075 972.422,0077 1 FAX 972.422.0075 TBPE NO. F-2121 I TBPLS NO. F-10043100 Please allow this letter to serve as certification that Pecan Grove Phase IV has been designed in accordance with the drainage study done with Pecan Grove Phase II by Corwin Engineering and dated March 1, 2017, The study encompasses the Phase IV drainage area and proves that this development will not damage downstream property due to the development's impact on off -site drainage. Should you have any questions, please do not hesitate to contact me. Sincerely, Spiars Engineering, Inc. Ian Graham, P.E. CC: Mr. Daniel Satsky Starlight Homes of Texas, LLC 1800 Valley View Lane, Suite 100 Farmers Branch, TX 75234 THE CITY OF Aiftha AGENDA ITEM: Item No. 9. Planning Commission Agenda Staff Report Meeting Date: 1 /7/2019 Staff Contact., Maurice S chwanke Consider action to approve minutes of the December 3, 2018 Planning and Zoning M eeting. STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type December 3, 2018 Minutes 12/6/2018 Exhibit MINUTES PLANNING AND ZONING COMMISSION December 3, 2018 The Planning and Zoning Commission of the City of Anna held a meeting at 7:00 p.m. on December 3, 2018, at the Anna City Hall Administration Building located, 111 North Powell Parkway, to consider the following items. Call to Order and Establishment of Quorum The meeting was called to order at 7:00 pm. Members present were Sandy Setliff, Don Callaham, Wayne Barton, Janine Johnson, Donald Henke, Leslie Voss, and Danny Ussery. Staff present was Maurice Schwanke, Alexis Vanderslice, and Clark McCoy. 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 Hopewell Homeplace Development Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The Hopewell Homeplace development plat is located within Anna's extra territorial jurisdiction and generally known as 1616 County Road 1036. The tract is in the R.C. Ingraham Survey, Abstract No. 464 and contains 2.332 acres of land. The owner is proposing to put a new building, driveway, and party barn on the property. A motion was made by Commissioner Setliff, seconded by Commissioner Ussery to recommend approval of the development plat. The vote was unanimous. 4. Consider/Discuss/Action on a Petition for Waiver Suspension of certain Subdivision Regulations. Mr. Schwanke gave a brief presentation on the location that this waiver applies to and the intentions of the applicant of the waiver. This waiver specifically applied to the applicant's need for having a septic system on less than five acres of land within our extraterritorial jurisdiction in order to create two separate tracts for existing buildings for future sale of the properties. A motion was made by Commissioner Henke, seconded by Commissioner Callaham, to recommend approval of the waiver. The vote was unanimous. 5. Consider/Discuss/Action on recommendation regarding the LG Motorsports Park Addition Minor Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The owner of the property, Lou Gigliotti, has submitted a minor plat for 5.079 acres to create two lots out of the tract. Lot 1 will be 2.637 acres and Lot 2 will be 2.442 acres. The minor plat for your review is located within Anna's extra territorial jurisdiction and generally known as 704 E. Houston St. The tract is in the J. Chalmers Survey, Abstract No. 233. A motion was made by Commissioner Voss, seconded by Commissioner Ussery to recommend approval of the minor plat. The vote was unanimous. 6. Consider/Discuss/Action on recommendation regarding the Anna Crossing Villas Preliminary Plat. PZ Minutes 11-05-18 Page 1 of 3 11-05-18 Mr. Schwanke gave a brief presentation and answered questions from the Commission. The preliminary plat contains 22.641 acres and is located in the Granderson Stark Survey, Abstract No. 798. This tract is located on the East Side of Finley Blvd, North of Sharp Street in the Anna Crossing subdivision. The preliminary plat is for 129 lots. The area is currently zoned with a PD for mixed use zoning allowing specifically for the smaller lot size. A motion was made by Commissioner Callaham, seconded by Commissioner Setliff, to recommend approval of the preliminary plat. The vote was unanimous. 7. Consider/Discuss/Action on recommendation regarding the One Anna Two Addition Preliminary Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The preliminary plat contains 23.914 acres and is located in the W. S. Rattan Survey, Abstract No. 752 and the Thomas Rattan Survey, No. 782. This tract is located on the Northwest corner of Highway 75 and FM 455 (White St). The preliminary plat is for three lots within Block A. The area is currently zoned with a PD for C-1 commercial zoning. A motion was made by Commissioner Henke, seconded by Commissioner Setliff, to recommend approval of the preliminary plat. The vote was unanimous. 8. Consider/Discuss/Action on recommendation regarding a site and landscape plan for the Anna Medical Office Building located on the West side of Highway 75, North of FM 455 (White St). Mr. Schwanke gave a brief presentation and answered questions from the Commission. The proposed site and landscape plan is located on property on the West side of Highway 75, North of West White St. The site is currently zoned with a Planned Development with C-1 Commercial uses. They are proposing several medical offices including a surgery center. Jim Riley, the applicant answered a question by Commissioner Barton about the detention pond. A motion was made by Commissioner Callaham, seconded by Commissioner Voss, to recommend approval of the site and landscape plan. The vote was unanimous. 9. Consider/Discuss/Action on recommendation regarding the Anna 455 Addition Blk A, Lot 2 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the F. Duffau Survey, Abstract No. 288. The plat contains approximately 1.722 acres covering a section of land to the East of the Victoria Falls Center, just north of FM 455. The plat contains one lot that will be the future site of the Deep Roots Montessori School. A motion was made by Commissioner Setliff, seconded by Commissioner Ussery, to recommend approval of the final plat. The vote was unanimous. 10. Consider/Discuss/Action on recommendation regarding the Anna Town Center Addition Block A, Lots 5-8 Final Plat. Mr. Schwanke gave a brief presentation and answered questions from the Commission. The final plat is located in the Thomas Ratton Survey, Abstract No. 782, the W.S. Ratton Survey, Abstract No. 752, and the F.T. Duffau Survey, Abstract No. 288. The plat contains approximately 76.290 acres covering a section of land to the North of Walmart, on the East side of Highway 75. The plat contains four lots for future development. A motion was made by Commissioner Henke, seconded by Commissioner Callaham, to recommend approval of the final plat. The vote was unanimous. PZ Minutes 11-05-18 Page 2 of 3 11-05-18 11. A) Conduct a public hearing to consider public comments regarding a request by Clint Richardson, the representative for Craig Curry, the owner of the property. The property is currently zoned Agriculture (AG). The owner requests to replace the existing zoning to a proposed Planned Development for mixed use. The property is located at the Northwest corner of Highway 5 and Rosamond Pkwy. The public hearing opened at 7:32 pm. Mr. Schwanke gave a brief presentation of the history of this zoning case, the proposed plans for the property, and why the staff recommends approval of the zoning request. Clint Richardson, the applicant, spoke briefly about their general plan for the property and was available for questions. Brian Mitchell- 137 Meadow Ridge Dr- Asked if the new property would come up directly next to their current fences and if there were any plans for apartments in the commercial areas. -Clint replied that yes it will back up to their current neighborhood and there are no apartments allowed. Jeffrey Sykes- 2205 Meadow Dr- Asked what commercial uses would be allowed and if any had been planned yet. -Clint replied that there are no set vendors yet but C-1 commercial uses will be allowed. Lisa Liles- 204 Meadow Ridge Dr- Just wanted to make sure no mobile homes or apartments were allowed. -The staff assured her that they are not allowed. The public hearing was closed at 7:41 pm. B) Consider/Discuss/Action on a recommendation regarding the request by the applicant and owner of the property to replace the existing zoning with a new Planned Development zoning. A motion was made by Commissioner Callaham to approve the zoning request, seconded by Commissioner Ussery. The vote was unanimous. 9. Consider action to approve minutes of the November 5, 2018 Planning and Zoning meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to approve the November meeting minutes. The vote was unanimous. 10. Adjourn A motion was made by Commissioner Johnson, seconded by Commissioner Setliff to adjourn the meeting. The vote was unanimous. The meeting adjourned at 7:49 pm. Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 11-05-18 Page 3 of 3 11-05-18