50.00'

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

12.00'

51.2'

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

RIGHT-OF-WAY DEDICATION

TO THE CITY OF DALLAS

INST. NO. 201000046859

O.P.R.D.C.T.

ROSS/HUBERT ADDITION

LOT 10A, BLOCK J/1476

INST. NO. 201000046859

O.P.R.D.C.T.

ROSS AVENUE

(60' RIGHT-OF-WAY)

50.00'

92.00'

92.00'

138.00'

CATARINO ZAPIEN AND

MARIA DE LOS ANGLES

ZAPIEN

VOL. 92233, PG. 3989

D.R.D.C.T.

M

A

R

I

B

E

T

H

L

I

P

S

O

O

M

B

50.00'

50.00'

138.00'

138.00'

LOT 3

SD

SDSD

SD

WATER

METER

SD

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

SSSS

WW

WW

WW

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

WW

W

W

W

W

WW

5/8" IRF

48.15'

51.81'

99.97'

137.52'

TOM MOTLOW ADDITION

LOT 5R, BLOCK I/1476

VOL. 2000180, PG. 1786

D.R.D.C.T.

WW

W

ROSS/HUBERT, PHASE 3 ADDITION

LOT 3A, BLOCK I/1476

18,802 SQ.FT.

0.43 ACERS

(VOL. 118, PG. 63, M.R.D.C.T.)

10'X10' CORNER CLIP

VOL. 2000180, PG. 1786

D.R.D.C.T.

WATER

METER

EASEMENT TO THE CITY

OF DALLAS FOR

STREET PURPOSES

INST. NO. 201400031079

O.P.R.D.C.T.

8" HACKBERRY

20" PECAN

20" ELM

8" CREPE MYRTLE

36" ELM

22" ELM

59.3'

HU

BE

RT

S

TR

EE

T

VA

RIA

BLE

W

ID

TH

R

IG

HT

-O

F-W

AY

MA

RY

S

TR

EE

T

( 50' R

IG

HT

-O

F-W

AY

)

29.0'

(V

OL. 118, P

G. 63, M

.R

.D

.C

.T

.)

(V

OL. 118, P

G. 63, M

.R

.D

.C

.T

.)

CE

NT

ER

LIN

E

59.2'

50.0'

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

25.0'

25.0'

59.0'

30.0'

1/2" IRF

"CBG"

1/2" IRF

"CBG"(CM)

CE

NT

ER

LIN

E

25.0'

MDS(B)

MDS(A)

N 89°13'30" E 199.80'

50.0'

25.0'

25.0'

LOT 5C

LOT 5B

LOT 5A

B

L

O

C

K

N

/

1

4

8

0

J

B

H

U

D

S

O

N

A

D

D

I

T

I

O

N

I

N

S

T

.

N

O

.

2

0

1

6

0

0

2

7

2

2

1

9

O

.

P

.

R

.

D

.

C

.

T

.

R

O

S

S

A

V

E

N

U

E

H

E

I

G

H

T

S

B

L

O

C

K

N

/

1

4

8

0

V

O

L

.

1

1

8

,

P

G

.

6

3

M

.

R

.

D

.

C

.

T

.

LOT 6

OHPOHP OHP

OHP OHPOHP OHP

OHP OHPOHP

OHPOHP

OHP

OHP

OHPOHP

OHP

OHP

OHP

O

H

P

O

H

P

O

H

P

O

H

P

O

H

P

O

H

P

O

H

P

OES OESOES OES

O

H

P

O

H

P

O

H

P

OE

SO

ES

OE

SO

ES

OE

S

OE

S

OES

OES

OES

OES

OES

OES

OES

OES

OES

OES

OES

OES

CENTERLINE

OES

OES

OES

OES

OES

OES

1/2" IRF

"CBG"

S

S

SS

SSSS

SS

SSSS

SS

SS

SS

SS

SS

SS

SSSS

WW

W

42.72'

LOT 1B

1,476 SQ. FT.

0.034 AC.

LOT 2A

2,047 SQ. FT.

0.047 AC.

LOT 1D

2,027 SQ. FT.

0.047 AC.

LOT 2D

1,834 SQ. FT.

0.042 AC.

LOT 1A

2,272 SQ. FT

0.052 AC.

LOT 2B

1,331 SQ. FT.

0.031 AC.

LOT 1C

1,476 SQ. FT.

0.034 AC.

LOT 2C

1,331 SQ. FT.

0.031 AC.

28.08'

28.08'

39.11'

28.08'

28.08'

39.14'

43.69'

46.61'

53.35'

S 01°19'49" E

138.00'

N 01°19'49" W

138.00'

S 89°13'30" W 99.96'

195.00'

L2

1/2" IPF

L1

L3

L5

L6

L8

L9

L7

L4

L10

L11

L12

S 88°40'10" W 4

8.15'

N 88°40'08" E 53.34'

S 88°40'10" W 4

8.15'

N 88°40'10" E 53.34'

S 88°40'10" W 4

8.15'

S 88°40'10" W 5

3.34'

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

99.87'

188.48'

188.05'

ALUMINUM

DISK FOUND

(CM)

R

O

S

S

A

V

E

N

U

E

H

E

I

G

H

T

S

B

L

O

C

K

N

/

1

4

8

0

V

O

L

.

1

1

8

,

P

G

.

6

3

M

.

R

.

D

.

C

.

T

.

WATER

VALVE

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

"X" CUT IN

CONCRETE

FOUND

86.91'

1

4

.

3

0

'

5' X 6' WASTEWATER

EASEMENT

INST. NO. 201600272219

O.P.R.D.C.T.

28.75'

28.75'

28.75'

28.75'

50.00'

50.00'

50.00'

127.50'

137.50'

195.00'

195.00'

LOT 4

JOHN PAUL VALVERDE

VOL. 2005124, PG. 1312

D.R.D.C.T.

50.00'

50.00'

145.00'

50.00'

50.00'

LOT 7 LOT 8

68.57'

50.00'

50.00'

PAMELA J.

SIDEBOTTOM

INST. 20080281693

O.P.R.D.C.T.

68.36'

CHRISTOPHER W. CORDRY

INST. 20080201596

O.P.R.D.C.T.

50.00'

76.44'

76.64'

195.00'

CLYDE MCCLENDON

VOL. 97174, PG. 1476

D.R.D.C.T.

145.00'

195.00'

"X" CUT IN

CONCRETE

FOUND BEARS

S 75°57'25" W 0.51'

1/2" IPF BEARS

N 76°15'21" W 0.42'

POINT OF

BEGINNING

"X" CUT IN

CONCRETE

FOUND (CM)

THE RESIDENCES ON ROSS

13,793 SQ. FT.

0.317 ACRE

*

*

GUEST

PARKING

GUEST

PARKING

20' SHARED ACCESS

AREA EASEMENT

(BY SEPARATE

INSTRUMENT)

12.00'

N 01°19'50" W

138.00'

S 01°19'50" E

138.00'

41.81'

N 89°13'30" E 99.96'

LOT 1

R

O

S

S

A

V

E

N

U

E

H

E

I

G

H

T

S

B

L

O

C

K

O

/

1

4

7

6

V

O

L

.

1

1

8

,

P

G

.

6

3

M

.

R

.

D

.

C

.

T

.

JOHN L. MATHEWS

TIMOTHY M. BARTOSH

VOL. 2003075, PG. 6563

D.R.D.C.T.

50.00'

46.00'

46.00'

LOT 7

50.00'

50.00'

195.00'

BENJAMIN CASTILLO

AND

ROSA CASTILLO

VOL. 92014, PG. 3739

D.R.D.C.T.

195.00'

3' RIGHT-OF-WAY DEDICATION &

10' X 10' CORNERCLIP

DEDICATION TO THE CITY OF

DALLAS

INST. NO. 20070310355

O.P.R.D.C.T.

AWI ROSS ADDITION

LOT 7A, BLOCK H/1476

INST. NO. 20070310355

O.P.R.D.C.T.

86.89'

86.89'

53.0'

28.0'

128.00'

R

O

S

S

A

V

E

N

U

E

H

E

I

G

H

T

S

B

L

O

C

K

M

/

1

4

7

6

V

O

L

.

1

1

8

,

P

G

.

6

3

M

.

R

.

D

.

C

.

T

.

50.00'

138.00'

138.00'

50.00'

50.00'

LOT 4

INTERFAITH HOUSING COALITION

VOL. 2002154, PG. 7781

D.R.D.C.T.

LAURIE L. DOTTER

VOL. 2002062. PG. 10085

D.R.D.C.T.

45.00'

195.00'

195.00'

5715 HUDSON, LLC

INST. NO. 201100011030

O.P.R.C.T.

LOT 8

STATE PLANE

COORDINATES

N=6,982,395.040'

E=2,500,688.312'

STATE PLANE

COORDINATES

N=6,982,396.392'

E=2,500,788.263'

23.67' MUTUAL ACCESS

EASEMENT

INST. NO. 201700260018

O.P.R.D.C.T.

(TO BE ABANDONED BY

SEPARATE INSTRUMENT)

10.0'13.67'

APPROXIMATE LOCATION

WATER LINE

AP

PR

OX

IM

AT

E LO

CA

TIO

N

W

AT

ER

LIN

E

APPROXIMATE LOCATION

SANITARY SEWER LINE

SD

AP

PR

OX

IM

AT

E L

OC

AT

IO

N

SA

NIT

AR

Y S

EW

ER

L

IN

E

3' X 20' BARRIER

EASEMENT

(BY THIS PLAT)

CENTERLINE

CE

NT

ER

LIN

E

TALIA BITTON

INST. NO. 201400022913

O.P.R.D.C.T.

AP

PR

OX

IM

AT

E LO

CA

TIO

N

S

TO

RM

S

EW

ER

LIN

E

50.00'

50.00'

LOT 3

138.00'

50.00'

195.00'

127.83'

12' B

UILD

IN

G LIN

E

IN

ST

. N

O. 2070310355

O.P

.R

.D

.C

.T

.

12' B

UILD

IN

G LIN

E

IN

ST

. N

O. 2070310355

O.P

.R

.D

.C

.T

.

138.00'

JAUN R. VELAZQUES

VOL. 92177, PG. 865

D.R.D.C.T.

LOT 7

12' WATER &

WASTEWATER EASEMENT

(BY THIS PLAT)

PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED

FOR ANY PURPOSES AND SHALL NOT BE USED OR VIEWED

OR RELIED UPON AS A FINAL SURVEY DOCUMENT. (8/23/2018)

10610 Metric Drive, Suite 124, Dallas, TX 75243Office 214-340-9700 Fax 214-340-9710

txheritage.comFirm #10169300

SHARED ACCESS DEVELOPMENT

PRELIMINARY PLAT

THE RESIDENCES ON ROSS

LOTS 1A,1B,1C 1D, 2A, 2B, 2C, AND 2D, BLOCK N/1480

REPLAT OF LOTS 1 & 2, BLOCK N/1480,

ROSS AVENUE HEIGHTS ADDITION

ROBERT RAY SURVEY, ABSTRACT NO. 1242

CITY OF DALLAS, DALLAS COUNTY, TEXAS

CITY PLAN FILE NO. S178-304

DATE: 08/23/2018 / JOB # 1802228-1 / SCALE - 1" = 20' / JWR

SURVEYOR

VICINITY MAP - NOT TO SCALE

LEGEND

D.R.D.C.T. DEED RECORDS, DALLAS COUNTY, TEXAS

O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS

INST. NO. INSTRUMENT NUMBER

VOL., PG. VOLUME, PAGE

SQ.FT. SQUARE FEET

R.O.W. RIGHT-OF-WAY

C.M. CONTROL MONUMENT

M.D.S. (A) 3 1/4" METALLIC DISC STAMPED "TROR & RPLS 5299" SET FOR

CORNER

M.D.S. (B) 1 1/2" METALLIC DISC WITH MAG NAIL STAMPED "TROR & RPLS 5299"

SET FOR CORNER

OWNER

ALBI, LLC

8701 MANDEVILLA DRIVE

PLANO. TEXAS

ATTN: OMER AKIN

(201) 313-6101

SCALE 1"=20'

0 2010 4020 10 3030

RICHARD

BONITA

RICHMOND

MELROSE

BELL

GOLIAD

BELMONT

GOLIAD

PROSPECT

ORAM

LAVISTA

GLE

NC

OE

McM

ILLA

N

MA

TILD

A

CO

NC

HO

SK

ILLM

AN

ALD

ER

SO

N

GR

EE

NV

ILLE

F

U

Q

U

A

C

H

A

M

B

E

R

S

M

O

N

A

R

C

H

M

U

N

G

E

R

R

O

S

S

V

I

R

G

I

N

I

A

M

A

D

E

R

A

H

E

N

D

E

R

S

O

N

M

O

S

E

R

G

A

R

R

E

T

T

B

E

N

N

E

T

T

F

I

T

Z

H

U

G

H

P

R

A

I

R

I

E

G

R

I

G

S

B

Y

S

W

I

S

S

L

I

V

E

O

A

K

EU

CLID

SU

MM

IT

G

L

A

S

G

O

W

S

K

I

L

L

M

A

N

L

O

W

E

L

L

G

L

E

N

D

A

L

E

F

U

L

T

O

N

B

E

A

C

O

N

D

U

M

A

S

BRYAN

BRYAN

LINDELL

HUDSON

ROS

S

HU

BE

RT

MA

RY

HO

PE

LEWIS

P

K

W

Y

G

A

S

T

O

N

M

U

N

G

E

R

J

U

N

I

U

S

W

O

R

T

H

V

I

C

T

O

R

A

U

G

U

S

T

A

SEARS

ALTA

H

U

D

S

O

N

R

O

W

E

N

A

LA VISTA

Garrett

Park

SITE

FIRE HYDRANT

OES

CONCRETE PAVING

POWER POLE

OVERHEAD ELECTRIC SERVICE

CHAIN LINK FENCE

STORM DRAIN

SD

WOOD FENCE

SHEET 1 OF 2

LINE TABLE

LINE #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

LENGTH

29.15'

1.54'

14.04'

14.06'

1.54'

14.02'

14.06'

1.54'

14.02'

14.06'

1.54'

24.60'

DIRECTION

S1°19'50"E

N88°40'10"E

S1°19'50"E

S1°19'50"E

N88°40'10"E

S1°19'50"E

S1°19'50"E

N88°40'10"E

S1°19'50"E

S1°19'50"E

N88°40'10"E

S1°19'50"E

10610 Metric Drive, Suite 124, Dallas, TX 75243Office 214-340-9700 Fax 214-340-9710

txheritage.comFirm #10169300

OWNER'S DEDICATION

NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:

That ALBI, LLC, acting by and through it's duly authorized agent, Omer Akin, Managing Partner, does

hereby adopt this plat, designating the herein described property as THE RESIDENCES ON ROSS an

addition to the City of Dallas, Dallas County, Texas. The easements shown thereon are hereby reserved

for the 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.

An easement area at least 12 feet wide in the area labeled water and wastewater within the minimum

20-foot-wide shared access area is reserved exclusively for public water and wastewater below grade

(surface access over the water and wastewater easements is permissible). The maintenance of paving on

the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees,

shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or

across the easements as shown. Said easements being hereby reserved for the mutual use and

accommodation of all public utilities using or desiring to use same. All, and any public utility shall have the

right to remove and keep removed all or parts of any building, fences, trees, shrubs, or other

improvements or growths which in any way may endanger or interfere with the construction, maintenance

or efficiency of its respective system on the easements, and all public utilities shall at all times have the

full right of ingress and egress to or from the said easements for the purpose of constructing,

reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective

systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall

have the right of ingress and egress to private property for the purpose 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 and maintenance of the systems. Additional easement area is also conveyed for installation

and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the

main to the curb or pavement line, and description of such additional easements herein granted shall 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_____, 2018 .

ALBI, LLC,

By:____________________________________

Omer Akin, Managing Partner

STATE OF TEXAS

COUNTY OF DALLAS

BEFORE ME, the undersigned authority, a Notary Public in and for the said County and State, on this day

personally appeared Omer Akin, known to me to be the person whose name is subscribed to the

foregoing instrument and acknowledged to me that he executed the same for the purposes therein

expressed and under oath stated that the statements in the forgoing certificate are true.

GIVEN UNDER MY HAND AND SEAL OF OFFICE, this _________ day of _______________, 2018.

__________________________________________

Notary Signature

SURVEYOR'S STATEMENT

I, Gary E. Johnson, 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 that this plat substantially

complies with the Rules and Regulations of the Texas Board of Professional Land Surveying, the City of

Dallas Development Code (Ordinance No. 19455, as amended), and Texas Local Government Code,

Chapter 212. I further affirm that monumentation shown hereon was 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 precise representation of this Signed Final Plat.

Dated this the __________ day of _________________, 2018.

__________________________________________

Gary E. Johnson

Texas Registered Professional Land Surveyor No. 5390

STATE OF TEXAS

COUNTY OF DALLAS

BEFORE ME, the undersigned authority, a Notary Public in and for the said County and State, on this day

personally appeared Gary E. Johnson, known to me to be the person whose name is subscribed to the

foregoing instrument and acknowledged to me that he executed the same for the purposes therein

expressed and under oath stated that the statement in the forgoing certificate are true.

GIVEN UNDER MY HAND AND SEAL OF OFFICE, this _________ day of _______________, 2018.

__________________________________________

Notary Signature

SHARED ACCESS DEVELOPMENT

PRELIMINARY PLAT

THE RESIDENCES ON ROSS

LOTS 1A,1B,1C 1D, 2A, 2B, 2C, AND 2D, BLOCK N/1480

REPLAT OF LOTS 1 & 2, BLOCK N/1480,

ROSS AVENUE HEIGHTS ADDITION

ROBERT RAY SURVEY, ABSTRACT NO. 1242

CITY OF DALLAS, DALLAS COUNTY, TEXAS

CITY PLAN FILE NO. S178-304

DATE: 08/22/2018 / JOB # 1802228-1 / SCALE - 1" = 20' / JWR

SURVEYOR

LEGEND

D.R.D.C.T. DEED RECORDS, DALLAS COUNTY, TEXAS

O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS

INST. NO. INSTRUMENT NUMBER

VOL., PG. VOLUME, PAGE

SQ.FT. SQUARE FEET

R.O.W. RIGHT-OF-WAY

C.M. CONTROL MONUMENT

M.D.S. (A) 3 1/4" METALLIC DISC STAMPED "TROR & RPLS 5299" SET FOR

CORNER

M.D.S. (B) 1 1/2" METALLIC DISC WITH MAG NAIL STAMPED "TROR & RPLS

5299" SET FOR CORNER

OWNER

ALBI, LLC

8701 MANDEVILLA DRIVE

PLANO. TEXAS

ATTN: OMER AKIN

(201) 313-6101

OWNER'S CERTIFICATE

STATE OF TEXAS

COUNTY OF DALLAS

WHEREAS, ABLI, LLC, is the sole owner of a tract of land situated in the Robert

Ray Survey, Abstract No. 1242, and being all of Lots 1 and 2, Block N/1480, Ross

Avenue Heights Addition, an addition to the City of Dallas, Dallas County, Texas,

according to the map thereof recorded in Volume 118, Page 63, of the Deed

Records, Dallas County, Texas, and being that certain tract of land as described by

General Warranty Deed to ALBI, LLC, recorded Instrument No. 201800143355,

Official Public Records, Dallas County, Texas, and being more particularly

described metes and bounds as follow:

BEGINNING at a “X” cut in concrete found lying on the southerly right-of-way line of

Ross Avenue (60 foot right-of-way) and lying on the easterly right-of-way line of

Mary Street (50 foot right-of-way), same being the northwesterly corner of said Lot

1, Block N/1480 Ross Avenue Heights Addition;

THENCE North 89 degrees 13 minutes 30 seconds East, along the southerly

right-of-way line of said Ross Avenue, common with northerly line of Block N/1480

of said Ross Avenue Heights Addition, a distance of 99.96 feet to a 1/2 inch iron rod

with cap stamped “CBG” found from which a 1/2 inch iron pipe found bears North 76

degrees 15 minutes 21 seconds West, a distance 0.42 feet for the northeasterly

corner of Lot 2, Block N/1480, of said Ross Avenue Heights Addition, same being

the northwesterly corner of Lot 3, Block N/1480, of said Ross Avenue Heights

Addition;

THENCE South 01 degrees 19 minutes 49 seconds East, along the easterly line of

Lot 2, Block N/1480, of said Ross Avenue Heights Addition, common with the

westerly line of Lot 3, Block N/1480,of said Ross Avenue Heights Addition, a

distance of 138.00 feet to a 3-1/4 inch metallic disk stamped “TROR & RPLS 5299”

set on 1/2 inch iron rod for the northwesterly corner of a certain tract of land as

described by Warranty Deed with Vendor's Lien, recorded in Volume 2005124,

Page 1312, Deed Records, Dallas County, Texas, same being the northeasterly

corner of Lot 6, Block N/1480, of said Ross Avenue Heights Addition;

THENCE South 89 degrees 13 minutes 30 seconds West, along the northerly line

Lot 6, Block N/1480, of said Ross Avenue Heights Addition, passing at 50.00 feet a

point and being the northeasterly corner of Lot 5C, Block N/1480, JB Hudson

Addition, an addition to the City of Dallas, Dallas County, Texas, according to the

map thereof recorded in Instrument No. 201600272219, Official Public Records,

Dallas County, Texas, and continuing a total distance of 99.96 feet to 1-1/2 inch

metallic disk stamped “TROR & RPLS 5299” set on a mag nail from which a "X" cut

in concrete found bears South 75 degrees 57 minutes 25 seconds West, a distance

of 0.51 feet lying on the easterly right-of-way line of said Mary Street;

THENCE North 01 degrees 19 minutes 49 seconds West, along the westerly line of

Lot 1, Block N/1480, of said Ross Avenue Heights Addition, common with easterly

right-of-way line of said Mary Street, a distance of 183.00 feet to the POINT OF

BEGINNING and containing 13,793 square feet or 0.317 an acre of land.

SHARED ACCESS AREA EASEMENT STATEMENT

This plat is approved by the Chief Engineer of the Department of Development

Services of the City of Dallas and accepted by the Owner, subject to the

following conditions, which shall be binding upon the Owner, his heirs, grantees

and assigns:

The shared access area as designated within the limits of this addition will be

maintained by a homeowner's association and/or the individual lot owners of the

lot or lots that are traversed by or adjacent to the shared access area. The City

of Dallas will not be responsible for the maintenance and operation of the shared

access area or for any damage to private property or person that results from the

use or condition of the shared access area. In the event that the City of Dallas or

Dallas Water Utilities does elect to repair paving in the shared access area after

work on water or wastewater lines or for any other reason, the pavement repair

will be to minimum standards set forth in the City of Dallas pavement cut and

repair standards manual or its successor, and any special pavers or other

surface treatments must be repaired or replaced by the homeowners association

at its option.

Lloyd Denman P.E. CFM

Chief Engineer of Department of Sustainable Development

and Construction

GENERAL NOTES:

1) BEARINGS ARE BASED UPON THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE, (4202) NORTH

AMERICAN DATUM OF 1983, (2011)

2) THE PURPOSE OF THIS PLAT IS TO CREATE 8 SINGLE FAMILY

"SHARED ACCESS" LOTS FROM TWO EXISTING LOTS.

3) LOT-TO-LOT DRAINAGE WILL NOT BE ALLOWED WITHOUT

ENGINEERING SECTION APPROVAL.

4) ACCORDING TO THE F.I.R.M. NO. 48113C0345J, THE SUBJECT

PROPERTY LIES IN ZONE X AND DOES NOT LINE WITHIN A FLOOD

PRONE HAZARD AREA EXCEPT AS SHOWN.

5) COORDINATES SHOWN ARE STATE PLANE COORDINATE SYSTEM

NORTH CENTRAL ZONE, (4202) NORTH AMERICAN DATUM OF 1983 ON

GRID COORDINATE VALUES, NO SCALE AND NO PROJECTION.

6) BENCHMARK:

36-X-8 GREENVILLE AVENUE - BRYAN PARKWAY

SET ON TOP OF HEAD BOLT IN WEST BUTTRESS OF CHURCH AT

SOUTHWEST CORNER OF THE INTERSECTION (PW & T)

DEPARTMENT BENCH MARK. ELEV. = 517.510

7) THERE ARE NO EXISTING STRUCTURES ON SUBJECT TRACT.

PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED

FOR ANY PURPOSES AND SHALL NOT BE USED OR VIEWED OR

RELIED UPON AS A FINAL SURVEY DOCUMENT. (8/23/2018)

FIRE HYDRANT

OES

CONCRETE PAVING

POWER POLE

OVERHEAD ELECTRIC SERVICE

CHAIN LINK FENCE

STORM DRAIN

SD

WOOD FENCE

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