FRISCO, TEXAS 75034 (214) 618-38165400 NORTH DALLAS PARKWAYNORTHCREEK PROPERTIES L.P.Client:

Job. No.

File:

Checked By:

P.C.:

A.J. Bedford

CC-Ph3A-PP 20140820

D. Cryer

344-038BDrawn By:

Technician:

Scale:

Date:

1" = 60'

August 22, 2014

L. Spradling

L. Spradling

Sheet:

11

Of:

301 North Alamo Road * Rockwall, Texas 75087

PRELIMINARY PLATCHAPEL CREEK PHASE 3A

BLOCK A, LOTS 1 THRU 17

(972) 722-0225 www.ajbedfordgroup.com ajb@ajbedfordgroup.com

8.521 ACRES OUT OF THEWILLIAM McNIEL SURVEY, ABSTRACT NO. 591

CITY OF FRISCO, COLLIN COUNTY, TEXAS

14 LOTS developed to PD-79-SF-8.5 standards & 3 HOA Lots (0.269 acre)

TYPICAL LOT DETAIL - BLOCK M"PD-79-SF-8.5 LOTS"

Ordinance No. 03-06-51

STATE OF TEXAS §

NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:

THAT Northcreek Properties L.P., acting herein by and through its duly authorized officers, does hereby certify and adopt this platdesignating the herein above described property as Chapel Creek Phase 3A, Block A, Lots 1-19 an addition to the City of Frisco anddoes hereby dedicate to the public use forever, the streets and alleys shown thereon. Northcreek Properties, L.P. does herein certify thefollowing:

1. The streets and alleys are dedicated in fee simple for street and alley 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, and created by this plat, 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 ofFrisco.

5. The City of Frisco is not responsible for replacing any improvements in, under, or over any easements caused by maintenance orrepair.

6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the sameunless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City ofFrisco's use thereof.

7. The City of Frisco 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, orefficiency of their respective systems in the easements.

8. The City of Frisco and public utilities shall have at all times have the full right of ingress and egress to or from their respectiveeasements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to orremoving 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 Frisco.

This plat approved subject to all platting ordinance, rules, regulations and resolutions of the City of Frisco, Texas.

WITNESS, my hand, this the _________ day of _____________________, 2014.

NORTHCREEK PROPERTIES, L.P., a Texas limited partnership

BY: LandPlan Partners, L.P., a Texas limited partnership, it's General Partner

BY: LandPlan Development Corp., a Texas corporation, it's General Partner

_________________________________________________Jim Williams, Jr., President

DRAINANGE EASEMENT

THE STATE OF TEXAS §COUNTY OF COLLIN §CITY OF FRISCO §

The plat is hereby adopted by the Owners and approved by the City of Frisco (called "City") subject to the following conditions whichshall be binding upon the Owners, their successors and assigns:

The area or areas shown on the plat as “Drainage Easement” shall remain unimproved at all times and be maintained by the Owners ofthe lot or lots that are traversed by, or adjacent to the said Drainage Easement. The area within the Drainage Easement is subject tostorm water overflow and bank erosion to an extent that cannot be defined. The City shall not be held liable for any damages of anynature resulting from the occurrence of these natural phenomena. The City will not be responsible for the maintenance and operationof the Drainage Easement or for any damage to private property or person that results from the flow of water within the DrainageEasement. No obstruction to the natural flow of storm water shall be permitted by construction of any type within the Drainage Easementunless approved by the Director of Engineering Services. Each property owner shall keep the portion of the Drainage Easementtraversing or adjacent to his property clean and free of debris, silt, and any materials that would result in unsanitary conditions, orobstruct the flow of water. The City shall have the right of ingress and egress for the purpose of inspection and supervision ofmaintenance work by the property owner. Provided, however, it is understood that in the event it becomes necessary for the City of erector consider erecting any type of drainage structure in order to improve the storm drainage that may be occasioned by streets and alleysin or adjacent to the subdivision, then is such event, the City shall have the right to enter upon the Drainage Easement at any point, orpoints, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Thepoints, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Thenatural drainage through the Drainage Easement, as in the case of all natural channels, are subject to storm water overflow and naturalbank erosion to an extent which cannot be definitely defined. Building areas outside the Drainage Easement line shall be filled to aminimum elevation as shown on the plat. The minimum floor elevation for each lot shall be as shown on the plat.

LEGEND

FF Finished FloorROW Right-of-WayTSP Texas State PlaneCB Chord BearingDRCCT Deed Records of Collin County, TexasPRCCT Plat Records of Collin County, TexasNWRS Nationwide Water Resource ServicesSF Square FeetWME Wall Maintenance Easement

74.09'

71.4

9'

72.25'

123.11'

105.23'

127.15'

111.40'

109.31'

114.25'71.75'

111.49'

58.22'

35.42'

Where required, greater setbacks are shown on the plat

CITY PROJECT PPMA14-0015

Jim Williams, Jr.

Know All Men By These Presents:

That I, Austin J. Bedford, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accuratesurvey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordancewith the Subdivision regulations of the City of Frisco, Texas.

Dated this the _______________ day of ____________________, 2014.

_____________________________________________Austin J. BedfordRegistered Professional Land Surveyor No. 4132A.J. Bedford Group, Inc.301 North Alamo RoadRockwall, Texas 75087

STATE OF TEXAS §COUNTY OF ROCKWALL §

BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Austin J. Bedford, knownto me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed thesame 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 ____________________, 2014.

______________________________________Notary Public, State of Texas

Certificate of Approval

Approved this ______________ day of ______________, 2014 by the Planning & ZoningCommission of the City of Frisco, Texas.

___________________________________ Planning and Zoning Commission Chairperson

___________________________________ Planning and Zoning Commission Secretary

___________________________________ City Secretary

STATE OF TEXAS §COUNTY OF COLLIN §

BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared____________________________, known to me to be the person and officer whose name is subscribed to the foregoing instrument, andacknowledged 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 ____________________, 2014.

______________________________________Notary Public, State of Texas

FLOOD STATEMENT: According to Community Panel No. 48085C0240J, dated June2, 2009 of the Federal Emergency Management Agency, National Flood InsuranceProgram map a portion of this property is within a special flood hazard area.

18.2

4'

29.70'

21.71'

IRS Iron Rod SetIRF Iron Rod Found

CROSS ENGINEERINGCONSULTANTS

131 S. Tennessee St.McKinney, Texas 75069

972-562-4409

Minimum FF = 671.79Minimum FF = 669.72

Minimum FF = 667.34

Minimum FF = 665.83

Minimum FF = 663.25

Minimum FF = 661.30

Minimum FF = 661.30

Minimum FF = 661.65Minimum FF = 662.42

Minimum FF = 662.63

Minimum FF = 665.36

Minimum FF = 665.36

Minimum FF = 666.48

Minimum FF = 671.79

NOTES:

1. NOTICE: Selling a portion of this addition by metes and bounds is aviolation of City Ordinance and State Law and is subject to fined andwithholding of utility and building permits.

2. Lots 15, 16 and 17 are to be Owned and Maintained by the Home OwnersAssociation (HOA)

3. Lots abutting floodplain shall have an ornamental fence at rear lot line (seeplat dedication note No. 4)

4. Drainage and Floodway Easement are to be maintained by the HOA. Noimprovements, including clearing and grading, are allowed within thedrainage and floodway easement without the approval of the Director ofEngineering Services. (shaded area)

5. All corners on the subject property are monumented with 5/8 inch iron rodset, unless otherwise noted.

6. Bearings based on Chapel Creek Addition recorded in Cabinet N, Page 749,Plat Records Collin County, Texas.

7. Texas State Plane coordinates are based on the City of Frisco MonumentsNo. 18 and No. 20, State Plane coordinates shown hereon are grid, all otherbearings and distances are surface.

8. The City reserves the right to require minimum finish floor elevations onany lot contained within this addition. The minimum elevations shown arebased on the most current information available at the time the plat is filedand are subject to change.

9. Density is 1.76 units per acres.

10. Zoning: PD-79-SF-8.5; Development shall comply with Zoning OrdinanceNo. 11-04-09 and PD-79.

11. Placement of street trees shall not interfere with the placement of trafficcontrol devices or visibility at intersections. Existing and active controldevices may require the removal or preclude the planting of street trees.

OWNER'S CERTIFICATE

STATE OF TEXAS )(COUNTY OF COLLIN )(

WHEREAS NORTHCREEK PROPERTIES L.P. are the owners of a tract of land situated in the William McNeil Survey,Abstract Number 591, in the City of Frisco, Collin County, Texas and being a portion of an 81.882 acre tract ofland described by deed recorded in Volume 4906, Page 2698 of the Deed Records of Collin County Texas (DRCCT)and being more particularly described as follows:

BEGINNING at a 5/8 inch iron rod set for the southerly corner of a corner cut-off line for the point of intersectionof northwest right-of-way line of Shady Oaks Drive (50' wide) with the west right-of-way line of Memorial Drive(50' wide), both right-of-ways being part of Chapel Creek Addition recorded in Cabinet N, Page 749 of the PlatRecords of Collin County Texas (PRCCT);

THENCE along the northwest right-of-way line of said Shady Oaks Drive as follows:

SOUTH 71°56'35” WEST a distance of 173.15 feet to the beginning of a curve to the left having a radius of 325.00feet and a chord bearing of South 65°24'53” West;

Continuing along said curve to the left through a central angle of 13°03'24” for an arc length of 74.06 feet to a5/8 inch iron rod set for corner;

SOUTH 58°53'11” WEST a distance of 0.94 feet to a 5/8 inch iron rod set for corner;

NORTH 76°06'49” WEST a distance of 14.14 feet to a 5/8 inch iron rod set for corner;

SOUTH 58°53'11” WEST a distance of 50.00 feet to a 5/8 inch iron rod set for corner;

SOUTH 13°53'11” WEST a distance of 14.14 feet to a 5/8 inch iron rod set for corner;

SOUTH 58°53'11” WEST a distance of 83.73 feet to a 5/8 inch iron rod set for the beginning of a curve to the lefthaving a radius of 325.00 feet and a chord bearing of South 45°26'38” West;

Continuing along said curve to the left through a central angle of 26°53'06” for an arc length of 152.50 feet to a5/8 inch iron rod set for the northeast corner of Lot 1, Block I of said Chapel Creek Phase 1;

THENCE departing the northwest right-of-way line of said Shady Oak Drive and following the north line of said Lot11, NORTH 43°05'15” WEST a distance of 110.83 feet to a 5/8 inch iron rod set for corner;

THENCE SOUTH 68°39'36” WEST a distance of 75.31 feet to a point for the northwest corner of said Lot 11 andbeing located in the southwest line of said 81.882 acre tract of land and being located in the center of anunnamed creek;

THENCE along the southwest line of said 81.882 acre tract of land and the center of said unnamed creek in anorthwest direction as follows:

NORTH 09°00'12” WEST a distance of 24.37 feet to a point for corner;SOUTH 86°50'48” WEST a distance of 56.61 feet to a point for corner;NORTH 48°27'15” WEST a distance of 49.15 feet to a point for corner;NORTH 16°47'34” EAST a distance of 58.93 feet to a point for corner;NORTH 40°53'04” WEST a distance of 46.78 feet to a point for corner;SOUTH 85°03'08” WEST a distance of 24.72 feet to a point for corner;SOUTH 56°27'32” WEST a distance of 85.50 feet to a point for corner;SOUTH 47°32'39” WEST a distance of 19.79 feet to a point for corner;SOUTH 84°37'45” WEST a distance of 34.29 feet to a point for corner;NORTH 29°52'26” WEST a distance of 37.59 feet to a point for corner;NORTH 08°04'59” EAST a distance of 60.34 feet to a point for corner;NORTH 02°32'54” WEST a distance of 22.96 feet to a point for corner;NORTH 27°47'02” WEST a distance of 113.18 feet to a point for corner;NORTH 51°15'04” WEST a distance of 49.25 feet to a point for corner located in the west line of said 81.882 acretract of land and being the east line of Lot 3 of POST OAKS NORTH, recorded in Cabinet I, Page 248 (PRCCT);

THENCE departing the center of said unnamed creek and following the west line of said 81.882 acre tract of landand the east line of said Lot 3, NORTH 00°47'02” WEST a distance of 91.83 feet to a point for corner located in

the center of said unnamed creek which now traveling in a northeast direction;

THENCE departing the west line of said 81.882 acre tract of land the east line of said Lot 3 and following near thecenter of said unnamed creek as follows:

NORTH 39°33'14” EAST a distance of 40.82 feet to a point for corner;NORTH 82°56'28” EAST a distance of 56.59 feet to a point for corner;NORTH 58°18'34” EAST a distance of 51.60 feet to a point for corner;NORTH 01°47'18” EAST a distance of 108.87 feet to a point for corner located in a common line for the northerlysouth line of said Lot 3 and the north line of said 81.882 acre tract of land;

THENCE along the aforementioned common line, NORTH 89°29'58” EAST a distance of 171.62 feet to a point forcorner;

THENCE departing said common line, SOUTH 41°24'44” EAST a distance of 167.44 feet to a point for corner;

THENCE NORTH 89°53'50” EAST a distance of 99.28 feet to a point for corner;

THENCE NORTH 72°24'57” EAST a distance of 256.70 feet to a point for corner located near the center of saidunnamed creek now traveling in a southeasterly direction;

THENCE in a southeasterly direction with said unnamed creek as follows:

SOUTH 06° 22'23” EAST a distance of 83.92 feet to a point for corner;SOUTH 19° 49'36” EAST a distance of 67.86 feet to a point for corner;SOUTH 51° 05'50” EAST a distance of 59.56 feet to a point for corner;NORTH 65° 00'50” EAST a distance of 60.72 feet to a point for corner;NORTH 80° 26'24” EAST a distance of 74.61 feet to a point for corner;SOUTH 84° 01'32” EAST a distance of 34.93 feet to a point for corner located in the west right-of-way line of saidMemorial Drive;

THENCE along the west right-of-way line of said Memorial Drive as follows:

SOUTH 00° 00'00” EAST a distance of 67.26 feet to a 5/8 inch iron rod set for the beginning of a curve to the lefthaving a radius of 425.00 feet and a chord bearing of South 06° 40'06” East;

Continuing along said curve to the left through a central angle of 13° 20'11” for an arc length of 98.93 feet to a5/8 inch iron rod set for the northerly corner of the previously mentioned corner cut-off line;

Continuing along said corner cut-off line SOUTH 28° 57'58” WEST a distance of 14.63 feet to the POINT OFBEGINNING;

CONTAINING within these metes and bounds 8.521 acres or 371,155 square feet of land more or less.

Denotes front of lot for addressing purposes

TBPLS REG #10118200

Appro

x. loc

ation C

enre

line C

reek

Approx. locationCenreline Creek

Approx. location Cenreline Creek

C11

C12

C13

C14

L62

C15

C17

L63 C18

C19

L64

L65

C20

C21

8,596 Sq. Ft.

L66

C22

C23

C24

L67

C25

L68

C26L69

C27

C28

L70C29

L71 C30

L72 C31C32

L73

L74

The reason for revision is to combine Lot 14 & 15 of Block A into one lot; separate the median HOALots 15 & 16 for pass-through drive; eliminate previous HOA lots 16 & 17 which are no longerneeded as entry landscaping lots; reivse right of way abandonment note so that the right of way isabandoned upon recording of the final plat; change the symbols that denote lot access to symbolsthat denote the front of the lot for addressing purposes and to modify the property line betweenLots 2 and 3 for the purpose of increasing the size and usability of Lot 3 .

* Gates will be required for accessto and along the 15' SanitarySewer Easement.

S 44°

28'08

" W16

3.87

'

N:\ALL FILES\LANDPLAN\CHAPEL CREEK\FINAL PHASES\PHASE 3A\08-19-2014\2014-Pliminary Plat\CC-Ph3A-PP 20140820.dwg, 1/19/2015 8:36:15 AM