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S59°34'54"W 984.63'

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S38°23'32"E 1832.99' S02°46'47"W 609.85'

N30°10'36"W 1583.34'

L1

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N40°52'17"E 234.86'

P.O.B.1/2 CIRF (CM)

N: 6,918,634.529'E: 2,505,653.761'

1/2 CIRF (CM)N: 6,919,779.081''E: 2,506,554.311'

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FILE NO. DATE DWG. NO.APPROVED SCALE

1" = 100' OF

REVIEWEDDRAWN

TSD195026 10/09/19 ASA BL BL 1 2

SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURE

SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYING PROGRAM MANAGEMENT

PERMITTING SERVICES TRANSPORTATION SERVICES

www.bohlerengineering.com

6017 MAIN STREET FRISCO, TEXAS 75034 469.458.7300

TM

TBPLS No. 10194413TBPE No. 18065

1"= 100'

0 1002550100

LOCATION MAPLOCATION MAPSCALE: N.T.S.SCALE: N.T.S.

GENERAL NOTES:

1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCEINFORMATION FROM RECORD DOCUMENTS AND HAVE BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES AT THE TIME OF THIS SURVEY TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILEDINFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY.

2. THE BASIS OF BEARING IS DERIVED FROM THE TEXAS WDS RTK COOPERATIVENETWORK - TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NAD83.

3. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATIONOF TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.

4. CONTROLLING MONUMENTS: AS SHOWN

5. LOT-TO-LOT DRAINAGE IS NOT PERMITTED WITHOUT ENGINEERING SECTIONAPPROVAL.

6. THE PURPOSE OF THIS PLAT IS TO COMBINE ONE PLATTED LOT AND ONE TRACTINTO ONE PLATTED LOT.

7. COORDINATES BASED ON TEXAS STATE PLANE COORDINATE SYSTEM, NORTHCENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE VALUES, NO SCALE AND NO PROJECTION.

8. EXISTING BUILDINGS TO BE REMOVED.

9. ACCORDING TO COMMUNITY PANEL NO. 48113C0495K , DATED JULY 7, 2014 OFTHE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM MAP, THIS PROPERTY IS WITHIN FLOOD ZONE "X", (AREASDETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN), WHICH IS NOT A SPECIAL FLOOD HAZARD AREA AND FLOOD ZONE "AE", (AREAS WITH BASE FLOOD ELEVATIONS DETERMINED), WHICH IS A SPECIAL FLOOD HAZARD AREA AND SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD. IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAYBE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR.

621 N. MAIN STREET, STE. 415GRAPEVINE, TEXAS 76051

801-394-4515

APPLICANT/OWNER: SURVEYOR: ENGINEER:RALPHS GROCERY COMPANY BOHLER ENGINEERING GREAT BASIN ENGINEERING INC.1014 VINE STREET 6017 MAIN STREET 621 N. MAIN STREET, STE. 415CINCINNATI, OHIO 45202 FRISCO, TX 75034 GRAPEVINE, TX 76051PHONE: (513)762-1089 PHONE: (469) 458-7300 PHONE: (801) 394-4515CONTACT: NICHOLAS G. HODGE CONTACT: BILLY LOGSDON CONTACT: PAUL ANDERSON

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N/A OF

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TSD195026 10/09/19 ASA BL BL 2 2

SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURE

SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYING PROGRAM MANAGEMENT

PERMITTING SERVICES TRANSPORTATION SERVICES

www.bohlerengineering.com

6017 MAIN STREET FRISCO, TEXAS 75034 469.458.7300

TM

TBPLS No. 10194413TBPE No. 18065

621 N. MAIN STREET, STE. 415GRAPEVINE, TEXAS 76051

801-394-4515

OWNER'S DEDICATION

STATE OF TEXAS §

COUNTY OF DALLAS §

NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:

That RALPHS GROCERY COMPANY, acting by and through its representative, Nicholas G. Hodge, does herebyadopt this plat, designating the herein described property as RALPHS GROCERY COMPANY, an addition to theCity of Dallas, Dallas County, Texas, and do hereby dedicate, in fee simple, to the public use forever any streets,alleys, and floodway management areas shown thereon. The easements shown thereon are hereby reserved forthe purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units,garbage and rubbish collection agencies, and all public and private utilities for each particular use. Themaintenance of paving on the utility and fire lane easements is the responsibility of the property owner. Nobuildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placedupon, over or across the easements as shown. Said easements being hereby reserved for the mutual use andaccommodation of all public utilities using or desiring to use same. All, and any public utility shall have the right toremove and keep removed all or parts of any building, fences, trees, shrubs, or other improvements or growthswhich in any way may endanger or interfere with the construction, maintenance or efficiency of its respectivesystem on the easements, and all public utilities shall at all times have the full right of ingress and egress to orfrom the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining andadding to or removing all or parts of its respective systems without the necessity at any time of procuring thepermission of anyone. (Any public utility shall have the right of ingress and egress to private property for thepurpose of reading meters and any maintenance or service required or ordinarily performed by that utility).

Water main and wastewater easements shall also include additional area of working space for construction andmaintenance of the systems. Additional easement area is also conveyed for installation and maintenance ofmanholes, cleanouts, fire hydrants, water services and wastewaterservices from the main to the curb or pavement line, and description of such additional easements herein grantedshall be determined by their location as installed.

This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Dallas.

WITNESS my hand at Dallas, Texas, this the ____ day of _______, 2019.

RALPHS GROCERY COMPANY

Signature:____________________ Nicholas G. Hodge Title _________________

STATE OF __________ §

COUNTY OF __________ §

BEFORE ME, the undersigned authority on this day personally appeared Nicholas G. Hodge, known to me to bethe person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executedthe same for the purposes and considerations therein expressed and in the capacity stated.

GIVEN under my hand and seal of office this the ____ day of _______, 2019.

_______________________________Notary Public in and for the State of __________

OWNER'S CERTIFICATE

STATE OF TEXAS §

COUNTY OF DALLAS §

Whereas, RALPHS GROCRY COMPANY, is the owner of a tract of land situated in the City of Dallas, DallasCounty, Texas, being a part of the George Floyd Survey, Abstract No. 463, being all of Lot 1, Block A/8309,Skief Addition, , an Addition to the City of Dallas, Dallas County, Texas, as recorded in Volume 97168, Page95, Plat Records, Dallas County, Texas (P.R.D.C.T.), being all of a called 56.116 acre tract of land describedas Tract 1 in a Special Warranty Deed to Ralphs Grocery Company, as recorded in Instrument No.201900245299, Official Public Records, Dallas County Texas (O.P.R.D.C.T.), and being further described asfollows:

BEGINNING at a one-half inch iron rod with yellow plastic cap stamped “Pacheco Koch” (herein after calledcapped iron rod) found at the south corner of said 56.116 acre tract of land and the east corner of a called20.86 acre tract of land described in a Deed to John H. Adams and wife, Dolly D. Adams, as recorded in aVolume 74107, Page 144, Deed Records, Dallas County, Texas (D.R.D.C.T.), said capped iron rod being in thenorthwesterly line of Telephone Road (a variable width right-of-way, as created by Volume 4565, Page 296 andVolume 4565, Page 299, D.R.D.C.T.);

THENCE North 30 degrees 10 minutes 36 seconds West, passing an aluminum disk stamped “Ralphs GroceryCompany” set for a witness corner at a distance of 1,500.00 feet, continuing a total distance of 1,583.34 feetalong the southwesterly line of said 56.116 acre tract of land to a point for corner at the west corner of said56.116 acre tract of land and the north corner of said 20.86 acre tract of land, said corner being in or near thecenterline of Overton's Branch Creek;

THENCE along the northwesterly line of said 56.116 acre tract of land and the centerline of said creek, thefollowing courses and distances:

North 62 degrees 24 minutes 28 seconds East, a distance of 13.82 feet to a point for corner;

North 56 degrees16 minutes 33 seconds East, a distance of128.57 feet to a point for corner;

North 47 degrees 50 minutes 00 seconds East, a distance of 52.59 feet to a point for corner;

North 15 degrees 35 minutes 07 seconds East, a distance of 59.60 feet to a point for corner;

North 10 degrees 29 minutes 29 seconds West, a distance 118.91 feet to a point for corner;

North 09 degrees 47 minutes 43 seconds East, a distance of 6.22 feet to a point for corner;

North 51 degrees 20 minutes 20 seconds East, a distance of 158.00 feet to a point for corner;

North 45 degrees 29 minutes 32 seconds East, a distance of 22.38 feet to a point for corner;

North 15 degrees 56 minutes 06 seconds West, a distance of 95.38 feet to a point for corner;

North 01 degrees 59 minutes 42 seconds West, a distance of 12.62 feet to a point for corner;

North 24 degrees 42 minutes 13 seconds West, a distance of 33.59 feet to a point for corner;

North 09 degrees 25 minutes 37 seconds East, a distance of 204.93 feet to a point for corner;

North 06 degrees 48 minutes 33 seconds West, a distance of 223.51 feet to a point for corner;

North 64 degrees 50 minutes 42 seconds East, a distance of 160.41 feet to a point for corner;

North 40 degrees 52 minutes 17 seconds East, a distance of 234.86 feet to a point for corner at the northcorner of said 56.116 acre tract of land, the east corner of a called 16.311 acre tract of land described in aWarranty Deed with Vendor's Lien to Fernando Martinez, as recorded in Instrument No. 200600331451,O.P.R.D.C.T., the south corner of a called 6.14 acre tract of land described in a Deed to Dallas Power andLight Company, as recorded in Volume 69233, Page 1885, D.R.D.C.T and the west corner of a called 4.22acre tract of land described in a Deed to Dallas Power and Light Company, as recorded in Volume 70042,Page 258, D.R.D.C.T;

THENCE South 38 degrees 23 minutes 32 seconds East, passing an aluminum disk stamped “Ralphs GroceryCompany” set for a witness corner at a distance of 100.00 feet, continuing a total distance of 1,832.99 feetalong the northeasterly line of said 56.116 acre tract of land to a capped iron rod found at the most easterlynorth corner of said 56.116 acre tract of land and the south corner of said 4.22 acre tract of land, said cappediron rod being in the west line of Bonnie View Road (100' right-of-way, as created by Volume 3367, Page 539and Volume 3367, Page 540, D.R.D.C.T.);

THENCE South 02 degrees 46 minutes 47 seconds West, a distance of 609.85 feet along the west line of saidBonnie View Road to a capped iron rod found at the most south east corner of said 56.116 acre tract of landand the northeast corner of a corner clip between the west line of said Bonnie View Road and the northwesterlyline of said Telephone Road;

THENCE South 30 degrees 39 minutes 24 seconds West, a distance of 43.14 feet along the said corner clip toa capped iron rod found at the southwest corner of said corner clip, said capped iron rod being in thenorthwesterly line of said Telephone Road;

THENCE South 59 degrees 34 minutes 54 seconds West, a distance of 984.63 feet along the northwesterly lineof said Telephone Road and the southeast line of said 56.116 acre tract of land to the POINT OF BEGINNINGand containing 2,444,403 square feet or 56.116 acres.

SURVEYOR'S STATEMENT

I, Billy M. Logsdon, Jr., a Registered Professional Land Surveyor, licensed by the State of Texas,affirm that this plat was prepared under my direct supervision, from recorded documentation,evidence collected on the ground during field operations and other reliable documentation; and thatthis plat substantially complies with the Rules and Regulations of the Texas Board of ProfessionalLand Surveying, the City of Dallas Development Code (Ordinance no. 19455, as amended), andTexas Local Government Code, Chapter 212. I further affirm that monumentation shown hereonwas either found or placed in compliance with the City of Dallas Development Code, Sec.51A-8.617 (a)(b)(c)(d) & (e); and that the digital drawing file accompanying this plat is a preciserepresentation of this Signed Final Plat.

Dated this the ____ day of_______, 2019

_____________________________________________Billy M. Logsdon, Jr.Texas Registered Professional Land Surveyor No. 6487

STATE OF TEXAS §

COUNTY OF COLLIN §

BEFORE ME, the undersigned authority, on this day personally appeared Billy M. Logsdon, Jr.,known to me to be the person whose name is subscribed to the foregoing instrument andacknowledged to me that he executed the same for the purposes and considerations thereinexpressed and in the capacity stated.

GIVEN under my hand and seal of office this the ____ day of_______, 2019

__________________________________________Notary Public in and for the State of Texas