HomeMy WebLinkAboutItem 30 - Final Plat DCT Fellowship WestMEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER V>k
MEETING DATE: NOVEMBER 18, 2014
SUBJECT: FINAL PLAT APPLICATION
LOT 1, BLOCK 1, DCT FELLOWSHIP WEST ADDITION
PLAT APPLICATION FILING DATE .................................................. November 11, 2014
APPLICANT ....................... ...................................... Clayton Strolle, Pacheco Koch, LLC
REASON FOR APPLICATION ......... Platting tract of land for an industrial business park
PROPERTY LOCATION ................. Northwest corner of Bass Pro and Creekview Drives
ACREAGE.......................................... ....................................................................... 20.0
ZONING ................................................................. Existing -CC: Community Commercial
Proposed- LI: Light Industrial
NUMBEROF LOTS ..... .................................................................................................. 1
PREVIOUSPLATTING ................................................................................................. No
CONCEPTPLAN .......................................................................................................... No
SITEPLAN ............................................................................................................ Z14-03
OPEN SPACE REQUIREMENT .............................................................. .................... No
AVIGATION RELEASE ................................................................................................ Yes
PUBLIC HEARING REQUIRED .................................................................................... No
RAAGEN DA\2014\11-1 8-140CTFellowshipj.doc
PLAT INFORMATION SHEET
FINAL PLAT APPLICATION
LOT 1, BLOCK 1, DCT FELLOWSHIP WEST ADDITION
GENERAL:
• The applicant, Clayton Strolle, Pacheco Koch, LLC. is platting this tract of land
to build an industrial business park. The property is located on the northwest
corner of Bass Pro and Creekview Drives in both Grapevine and Coppell.
STREET SYSTEM:
• The development has access to Bass Pro and Creekview Drives. Creekview
Drive is in the city limits of Coppell, Texas.
• ALL abutting roads: are on the City Thoroughfare Plan: Bass Pro
Drive
El are not on the City Thoroughfare Plan
F-1 Periphery Street Fees are due as follows:
Type of Roadway Cost / LF
El Major Arterial (A)
$ 234.57 / LF
❑ Major Arterial (B)
$ 178.35 / LF
❑ Minor Arterial (C)
$ 203.06 / LF
❑ Minor Arterial (D)
$ 170.33 / LF
❑ Collector (E)
$ 170.33 / LF
F-1 Collector (F)
$ 150.98 / LF
F-1 Sidewalk
$ 25.00 / LF
❑ Curb & Gutter
$ 10.00/1-F
FJ Periphery Street Fees are not due:
TOTAL
STORM DRAINAGE SYSTEM:
Length Cost
0 The site drains northwest into a drainage easement.
• The developer will be required to design for onsite as well as offsite drainage in
accordance with the requirements of the City of Grapevine's Code of
Ordinances.
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IV. WATER SYSTEM:
❑ The existing water supply system bordering the subject site is adequate to
serve the development.
® The existing water supply system bordering the subject site is not adequate
to serve the development. Additional off site water system improvements will
be necessary to serve the site.
V. SANITARY SEWER SYSTEM:
The existing sanitary sewer collection system bordering the subject site is
adequate to serve the development.
® The existing sanitary sewer collection system bordering the subject site is not
adequate to serve the development. Additional off site sanitary sewer
system improvements will be necessary to serve the site.
VI. MISCELLANEOUS:
❑ Water and Wastewater Impact Fees are not required for:
® Water and Wastewater Impact Fees are due prior to the issuance of building
permits: Lot 1, Block 1, DCT Fellowship West Addition
❑
Single Family Residential
( $ 2,191/ Lot)
❑
Multifamily
( $ 1,026 / Unit)
❑
Hotel
( $ 38,107/ Acre)
❑
Corporate Office
( $ 18,847/ Acre)
❑
Government
( $ 4,037/ Acre)
®
Commercial / Industrial
( $ 5,209 / Acre)
® Open Space Fees are not required for: Lot 1, Block 1, DCT Fellowship West
Addition
❑ Open Space Fees are required for:
❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot)
❑ R-7.5, Single Family District ( $ 1,146.00 / Lot)
❑ R-12.5, Single Family District ( $ 1,071.00 / Lot)
❑ R-20.0, Single Family District ( $ 807.00 / Lot)
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❑ Public Hearing Only
❑ Variances were required on the following items:
❑ Front building line
❑ Rear building line
❑ Lot width & depth
❑ Max. Impervious Area
❑ Special Exception to the required front yard landscape setback
❑ The following items associated with this plat are not in accordance with the
current subdivision standards:
❑ 50' ROW dedication not met: Developer is proposing to dedicate
variable width private access easements throughout the development.
The access easements will be owned and maintained by a Home
Owners Association (HOA).
❑ Length of cul-de-sac street exceeds the 600 -foot limit:
❑ Driveway Spacing not met.
VII. STATEMENT OF FINDINGS:
A. The City has determined that the right-of-way and easements required to be
dedicated for streets, utilities, drainage, access, sidewalks and other
municipal needs and services are consistent with the City's ordinances and
master plan, are reasonable and are connected to the proposed project in
the following manner:
❑ The right-of-way provides for future widening of public streets that will
serve the development of this site.
❑ The onsite utility easements provide for a utility network to serve the
development of this site.
® The onsite drainage easements provide for a drainage network to
serve the development of this site.
❑ The onsite access easements provide cross access capabilities to this
site and surrounding property.
The onsite sidewalk easements provide for a sidewalk network to
serve the development of this site.
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B. The City further finds that the required dedication is related both in nature
and extent to the impact of the proposed development as follows:
❑ The right-of-way is necessary to provide for future widening of public
streets that will serve the development of this site.
® The onsite utility easements are necessary to provide for a utility
system to serve this development and connect to existing utilities on
surrounding property.
® The onsite drainage easements are necessary to provide for storm
drainage improvements to serve the development of the site.
❑ The onsite access easements are necessary to provide cross access
capabilities to this site and surrounding property.
❑ The onsite sidewalk easements are necessary to provide for a
sidewalk network to serve the development of this site.
® All of the dedications benefit the development to at least the extent of
the impact of such on the development.
VIII. RECOMMENDATION:
The members of the City Council and The Planning & Zoning Commission
consider the following motion: "Move that the City Council (Planning and
Zoning Commission) approve the Statement of Findings and the Final Plat of
Lot 1, Block 1, DCT Fellowship West Addition."
R: AGENDA\2014\11-18-14\DCTFeIIOwship_F.doc
APPLICATION FOR PLA -MNG
CITY OF GRAPEVINE, TEXAS
TYPE OF PLAT:-- x Preliminary Final ..• — Amendment
Name of Addition: _DCT Freeport West Addition
Number of Lots: I Gross Acreage: 20 AC Proposed Zoning: Light Industrial
Location of Addition: NWC Bass Pro Drive and Creckview Drive
Name: Fellowship Church
Address: 2450 Highway 121
State: Texas Zip: 76051
Signaturee;'Z-i_fr
APPLICANT:
Name: Pacheco Koch, LLC
Address: 8350 N. Central Expressway
State: Texas Zip: 75206
Signature:
Contact: Brad Stovall
City: Grapevine
Phone: (9-72) 471-6724
Fax: ( )
Contact: cia3on strQljg,�.
City: Dallas
Phone: 1972) 235-3031
Fax: (972) 235-9544
Email:
SURVEYOR:
Name: Pacheco Koch, LLC Contact: John Andricopoulos
Address: 8350 N. Central Expressway City: Dallas
State: Texas Zip; 75206
Phone: (972) 235-3031
Fax: (972) 235-9544
Email:
FOR OFFICE USE ONLY
Application Received: By:
Fee Amount: Check Number:
1. 6earin9 system for this survey is is based on the re- Stote Pial Coordinate System - NAD 83, North Central Zane 4202.
Subject property is shown on the National Flood Insurance Program Flood fneurance Rate MIN for DOII-1 County, rexas and
M p No. 48113C0(S5K, c—n,-lty-Pane! No. 480170 0135 K. Eff-U,l Oote� July 7, 2014 Sub/ect
4-- n GB / prperty is also shown on the Natrona! Flood fnsuronce Pra9rom Flood insurance Rote Mop for Tarrant County, Texas and
ZONE AE Incorporated Areas, Map No 48439C000O Canmunity-POneI No 4480598 0110 K, £ffectire Dote September 25. 2009 All
• of the subject property is shown to be 1—ted wn Zona 'X' and Zona AE' on sped mops me lomtion of the said floodzones
ZONED: CC is based on said mop, is approximate and is not located an the ground. Relewnt zones ore defined m said mop as fellows:
15'
I+ -}e --AN SEWAGE LIFT STATION (SEE NOTE 2}
AND UTILITY EASEMENT ''ppp PART OF Zone A£� - Speaal Rood Harold Mea mundated by f00 -year Rood. else Flood Elewtions DeleFmmed
(DOC . N0. 0200242925) FELjLSHIP OF LAS 1680)COLINS
(�11WL1,L. 94091, PG. 1680) �qGT q Z e 'X" (Snoded) - Other aaad Meas areas of 0.2% anneal dance noaq areas of l% onn„d chance Rope
0 I I ( L. 11578, PG, 1111) DRAINAGE EASEMENT -' s. ., with awra9e depths of fess thou 1 f t or with droina9e areas /ass thw 1 square mae,,
o eI I ZONE I "AE" (VOL. 8792, PG. 996) and orals protected by !ewes from 1%a,nua Mance flood.
U
/ Zane A" - Other Areas Arens defennk, d to be outside the O2%—of Matt Rood
e s I I (SEE NTE 2) I
N m p I I/ 2. me surrey obstroct !Mee and aty flmlts line shown hereon are pproxfmote and are not located on the ground
N 110,
89'2830 E 627.96 , ®T ®� hh n n s me purpose of the plot ie to create one (I) lot ham port of on -plotted tract of fond
=,>a, ZONE X
SEE ( NOTE 2 )
HAD 83. GRID COORDS:, I _ _ �— •
N:
E. 2 2.41 8.418,452.03 I IJ ---- _— �� ✓ ' --- ( Itic'
,148.36 —1
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APPROXIMATE LIMITS PEVI 10' TATER EASEMENT Ig i;i
VARIABLE VAOTHSE GF CITY
GRAPEVINE
(RAINAGE EASEMENT FLAP -BAR (BY THIS PLAT) ( L9 I o I m m
BY THIS PLAT --li
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\ (DOC. NOL D207 96455) III i�1 (SEE NOTE 2) 1
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\ ^ l i (n 1- W I (Br THIS PLAT) I I 1 I p� I ZONED: U
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FELLOWSHIP OF LAS COLINAS ( -
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vtl. In 30' PERMANENT RIGHT OF WAY
/ ' N O Z I R < v (INST. N0. 2 008 010 709 7)
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I t DRAINAGE EASEMENT LOT 1, BLOCK 1 i I
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DIA INAGE EASEMENT -� ( '.- s I 'a DCT FELLOWSHIP WEST ADDITION I '
(DOC. NO. 02043031 as) I u11 20.000 ACRES I I Ia
Lss�. I 8 13 (871,200 SF)
PART OF i 10' WATER EASEMENT I
N0h (.��>) FELLOWSHIP OF LAS COLINAS (BY THIS PLAT)�I
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APPROXIMATE LIMITS (SEE NOTE 2) I�e
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Ln . I o CITY OF GRt�EVINE MINIMUM F.F.E. =541.40
o In Z g s es ]e>o• w ULTIMATE 100-HEAR—
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W r ill I EXISTING ZONING: CCZONE »X»
I I I j
'-- - PROPOSED ZONING: U
/ I AVIGATICN EASEMENT (SEE NOTE 2)
(VOL. 7385, PG. 2220)
(' 1B WATER EASEMENT RIGHT OF WAY AGREEMENT) I I I I
10' UTILITY EASEMENT� I^�(BY THIS PLAT) o_o
(DOC. NO. D204303,85)
15' SEWAGE LIFT STATON Ulcn 1 (IONST.ONOL 200800]09])
25'X6D' ACCESS EASEMENT -• I ( 10 WATER EASEMENT I ( ( ��
(DOC. NO. 0204303185) I I AND UTILITY EASEMENT (BY THIS PLAT) I .r
/ I (DOC. N0. 0200242925)
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(DOC. NO. D205048]47) S 00'1236 W I /
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1_ L=317.51'
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R-11,416.66'
L=23.62'
CB -S.89'02 30' W
_ - - Y CD®23.62'
88'58'57° W
ABSTRACT NO. 586 Rt22,9b,0.61 - JOHN CIBSON SURVEY -ABSTRACT N0. 1716 c[xrEsi xE
- ABSTRACT N0. 1555 sn4n tom, o� � S iNOMPSON SURVE- ABSIRALr NO. 1733
CB®S 8
CD®212.35'
CITY 0d DALLAS BETHEL ROAD/
I BASS PRO DRIVE
I (A VARIABLE WIDTH RIGHT-OF-WAY)
OWNER: SURVEYOR / ENGINEER:
FELLOWSHIP OF LAS COLINAS PACHECO KOCH
2450 HIGHWAY 121 NORTH 8350 N. CENTRAL EXPWY. SUITE 1000
GRAPEVINE, TX 76051 DALLAS, TEXAS 75206
PHONE:9T2-471-6724 PH: 972-235-3031 THIS PLAT FILED ON
fON TAC.T•RRAO CTOVAI.I CONTACT- JOHN S. ANDRICOPOULOS
0 30 60 120 180
GRAPHIC SCALE IN FEET
(NOT TO SCALE)
AREA rA81QACREES
TOTAL PLATTED AREA 20.
EASEMENT DEDICATION 3.
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INSTRUMENT #D
PRELIMINARY
THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR `HEWED OR
RELIED UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 11/12/14.
PLANNING & ZONING COMWISSION:
Dote Approved:
Chairman:
Secretary.
GRAPEVINE CITY COUNCIL:
Date Approved:
Mayor:
City Secretory
SHEET 1 OF 2
FOR&L PUT
DCT FELLOWSHIP
EST ADDITION
LOT 1, BLOCK 1
LOCATED IN
THE CITY OF GRAPEVINE, TEXAS, OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 586,
TARRANT COUNTY, TEXAS
AND LOCATED IN
THE CITY OF COPPED, TEXAS. OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 1716
DALLAS COUNTY, TEXAS
1 LOT / 20.000 ACRES
EXISTING ZONING: CC/PROPOSED ZONING: U
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DALLAS
WHEREAS, FELLOWSHIP OF LAS COLINAS is the owner of a 20.000 acre tract of land situated in the Jahn Gibson Survey, Abstract No. 586, Tarrant County, Texas and the
Jahn Gibson Survey, Abstract No. 1716, Da/las County, Texas; said tract being part of that certain tract of land described in Special Warranty Deed with Vendor's Lien to
Fellowship of Los Colinas recorded in Volume 11578, Page 1111 of the Deed Records of Tarrant County Texas and in Volume 94091, Page 1680 of the Deed Records of
Dallas County, Texas said 20.000 acre tract being more particularly described as follows:
BEGINNING, at a 1/2 -inch iron rod with *GOODWIN MARSHALL" cap found for corner at the southwest end of a right-of-way comer clip at the intersection of the north
right-of-way line of Bethel Road/Bass Pro Drive (a variable width right-of-way) and the said west line of Cmekview Drive (a variable 60 -foot wide right-of-way);
THENCE, in a westerly direction, departing said comer clip and along the said north line of Bethel Roody'Base Pro Drive, the following six (6) calls:
South 89 degrees, 31 minutes. 11 seconds West, a distance of 632.79 feet to a point for comer, said point being an angle point in the said north fine of Bethel
Rcad/8ass Pro Drive;
South DO degrees, 12 minutes, J6 seconds West, along an offset in the said north line of Bethel Rood/Boss Pro Drive, a distance of 2.28 feet to a point far corner;
said point being an angle point in the said north line of Bethel Road/Boss Pro Drive;
South 89 degrees, 30 minutes, 44 seconds West, a distance of 15.88 feet to a point at the beginning of a tangent curve to the left,,
Along said curve to the left, having a central angle of 00 degrees, 31 minutes, 48 seconds, a radius of 22960.81 feet, a chord bearing and distance of South 89
degrees, 14 minutes, 50 seconds West, 21235 feet, an oro distance of 21215 feet to a point for comer;
South 88 degrees, 58 minutes, 57 seconds West, a distance of 350.00 feet to a point at being the beginning of a tangent curve to the night,-
Along
ight;Along said curve to the right, having a central angle of 00 degrees, 07 minutes, 07 seconds, a radius of 11416.66 feet, a chard bearing and distance of South 89
degrees, 02 minutes, 30 seconds West, 2J.62 feet, an arc distance of 2,162 feet to a point for comer in the west line of said Fellowship tract and the east line of
Lot 1, Block 2 Genesis Addition, an addition to the City of Grapevine, Texas occarding to the plat recorded in Instrument No. D204JOJ185 of the Official Public
Records of Torrent County, Texas,-
THENCE
exas,THENCE, North 00 degrees, 31 minutes, JO seconds West, departing the said north line of Bethel Rood/Bass Pro Drive and along the said west line of the Fellowship tract
and the said east line of Lot i, at a distance of 38241 feet passing the northeast comer of said Lot I and the southeast corner of Lot 5, Black 2. Genesis Addition, on
addition to the City of Grapevine according to the plot recorded in Instrument No. 0207195455 of said Official Public Records, continuing along the east line of said Lot 5,
at a distance of 74750 feet passing the northeast comer of said Lot 5 and the southeast comer of that certain tract of land described in Trustee's Deed to James 8.
Martino recorded in Instrument No. 02091 70 70 7 of said Official Public Records, then continuing along the east line of said Martino tract in all a total distance of 881.12
feet to a point for comer'
THENCE, North 89 degrees, 28 minutes, 30 seconds East, departing the said west line of the Fellowship tract and the said east line of the Martino tract, a distance of
62796 feet to a point for comer;
THENCE, South 00 degrees, 31 minutes, 30 seconds East, a distance of 360.30 feet to a point for comer,,
THENCE, North 89 degrees, 28 minutes, JO seconds East, a distance of 620.08 feet to a point for comer in the sold west line of Creekvfew Drive;
THENCE, South 00 degrees, 42 minutes, 18 seconds East, along the sold west line of Creekview Drive, a distance of 500.02 feet to a point for corner said point being at
the northeast and of said toner dip at the intersection of the west line of Creekview Drive and the north line of Bethel Road/Bass Pro Drive;
THENCE, South 44 degrees, 23 minutes. 44 seconds West, along said comer clip, a distance of 21.18 feet to to the POINT OF BEGINNING,'
CONTAINING.., 871,200 square feet or 20.000 acres, more or less.
Error Closure: 0.002' Course: S39'16'07 E
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT ----------------- does hereby adopt this plot of DCT FELLOWSHIP REST ADD17M,,
an addition to the City of Grapevine, Tarrant County, Texas, and does hereby dedicate to the public use forever the right-of-way and easements shown hereon. The
easements shown hereon are hereby reserved for the purposes as indicated The utility easements shalt be open for alt City or franchised public utilities for each
particular use. The maintenance of paving on the easements is the responsibility of the property owner. No buildings or auxiliary structures 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. Any City or franchised utility shall have the full right to remove and keep removed all or parts of any 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 the easements and all
City or franchised utilities shall at all times have the full right of ingress and egress to and from and upon said easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, and adding to or removing at/ or parts of its respective system without the necessity at any time of procuring the
permission of anyone.
have reviewed the City's Findings concerning dedications and l do agree that the statements are true and correct."
This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Grapevine, Texas.
Witness my hand this the day of , 2014.
STATE OF TEXAS
COUNTY OF DALLAS
WHEREAS, hereinafter called "Owner" (whether one or more), is the owner of that certain ponce/ of land situated in the City of Grapevine, Tarrant
County, Texas, being said property as described as shown an this plat.
NOW THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR and other good and valuable consideration, the receipt and sufficiency of which is
hereby fully acknowledged and confessed, Owner does hereby waive, release, remise and quitclaim to the City of Grapevine, Tomant County, Texas, the Dallas -Fort Worth
International Aipart Board, the Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities; for the use and benefit of the
public and its agencies, any and all claims for damages of any kind to persons or property that Owner may suffer by reason of the passage and flight of all aircraft in
the air space oboe Owner's property above the height restriction as presently established by Ordinance No. 73-50 for the City of Grapevine, known as the Airport Zoning
Ordinance of the Da/los-Fart Worth international Airport, to an infinite height above some, whether such damage shall originate from noise, vibration, fumes, dust, fuel and
lubricant particles, and all other effects that may be caused by the operation of aircraft, landing at, or taking off from, or operating at or on the Dallas -Fort Worth
International Airport.
This instrument does not release the owners or operators of aircraft from liability for damage to person or property caused by falling aircraft or falling physical objects
from aircraft, except as stated herein with respect to noise, fumes, dust, fuel, and lubricant particles.
It is agreed that this Release shall be binding upon said owner and his heirs and assigns, and successors in interest to said property, and it is further agreed that this
instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is situated.
EXECUTED at _, Texas, this _ day of , 2014
Name
Title:
i a STATE OF TEXAS
COUNTY OF DALLAS
I Before me the undersigned Notary Public, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing
r instrument and acknowledged to me that he executed the some for the purposes and consideration therein expressed.
Given under my hand and seat of office this ----- day of , A.D. 2014.
NoTory Pu61F3%% _oT Tex -as
Bearing system for this survey is is based on the Texas State Plane Coordinate System - NAD 83 North Central Zone 4202.
Subject property is shown on the National Flood Insurance Program Flood Insurance Rate Map for Dallas County, Texas and Incorporated Areas, Map No. 48113CO135K,
Community -Panel No. 480170 0135 K, Effective Date: July 7, 2014. Subject property is also shown on the Notional Flood Insurance Program Flood Insurance Rate Map
for Tarrant County, Texas and Incorporated Areas, Map No. 48439COI70K, Community -Panel No. 4480598 0710 K, Effective Data: September 25, 2009. All of the
subject property is shown to be located in Zone "X" and Zone AE" on said maps. The location of the said floodzones is based on said map, is approximate and is not
located on the ground. Relevant zones are defined on said mop as follows:
Zone AE" - Special Rood Hazard Arco inundated by 100 -year flood: Base Flood Elevations Determined.
Zone X" (Shaded) - Other Flood Areas: Areas of 0.29 annual chance flood,' areas of i% annual chance flood with average depths of less than 1 foot or with
drainage areas less than I square mite; and areas protected by leveos from 19 annual chance flood.
Zone "X" - Other Areas: Areas determined to be outside the 0.29 annual chance !load
2. The surrey abstract lines and city limits line shown hereon are approximate and are not located on the ground.
J The purpose of this plat is to create one (1) lot from part of an unplatted tract of land.
SURVEYOR'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DALLAS
KNOW ALL MEN BY THESE PRESENTS:
1, John S Andricopoulas, of Pacheco Koch, a Registered Professional Land Surveyor of the State of Texas, do hereby declare that / prepared this plat from an actual and
accurate survey on the land and that the comer monuments shown thereon woe property placed under my personal supervision in accordance with the plotting ru/es and
regulations of the State of Texas and the City of Grapevine.
aL44111i'111:/c1:VA
THIS DOCUMENT SHALL NOT BE RECORDED FDA ANY
PURPOSE AND SHALL NOT BE USED OR MEWED OR
REUEO UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 11/12/14.
Jahn S Andricpoulos
Registered Professional Land Surveyor
No. 6354
L/NE TABLE
LINE
BEARING
LENGTH
Li
S 0020'11' E
50.77
L2
N 89'39'49' E
294.37'
L3
N 0112'08' W
21.97'
1_4
N 88'47'52' E
10.00'
L5
S 01'12'GW E
22AX
L6
N 89'39'49' E
213.67'
L7
5 4458'00' E
29.82'
L8
S 0020'11' E
63.03'
L9
N 89'39'49" E
22.31'
LIG
S 0020'11" E
10.00'
1_11
'S 89'39'49'W
22.31'
L12
S 0020'11' E
278.24
L13
N 89'39'49"E
309.62'
1_14
N 0112'08' W
9.57'
L15
N 88'47'52' E
10.00'
Lib
5 0112'08' E
9.72'
L17
N 89'39'49' E
279.32'
L18
5 4520'11" E
20.25'
US
N 4347'52" E
35.22'
L20
S 4612'06' E
10.00'
aL44111i'111:/c1:VA
THIS DOCUMENT SHALL NOT BE RECORDED FDA ANY
PURPOSE AND SHALL NOT BE USED OR MEWED OR
REUEO UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 11/12/14.
Jahn S Andricpoulos
Registered Professional Land Surveyor
No. 6354
OWNER: SURVEYOR / ENGINEER:
FELLOWSHIP OF LAS COLINAS PACHECO KOCH
2450 HGHWAY 121 NORTH 8350 N. CENTRAL EXPWY. SUITE 1000
GRAPEVINE. TX 76051 DALLAS. TEXAS 75206
PHONE:972.471-6724 PH: 972-235-3031
CONTACT:BRAD STOVALL CONTACT: JOHN S. ANDRICOPOULOS
LINE TABLE
LINE BEARING
LENGTH
L21
S 43'4752" W
35.37
L22
S 4820'11' E
0.96'
L23
S 0019'49' E
208.47'
L24
N 8847'52" E
9.24'
L25
S 011208' E
10..00'
L26
S 88'4752" W
9.40'
L27
S 0019'49" E
129.18'
L28
S 4425'47' W
26-93-
L29
5 4341'05" E
16.00-
L30
5 4618'55' W
10.00'
L31
N 4541'05' W
15.67'
L32
S 4425'47' W
0.78'
L33
S 89'39'49' W
28x.96'
L34
S 002421' E
11.12'
L35
S 89'35'39" W
10.00'
L36
N 0024'21" W
11.13-
L37
S 89'3549' W
249.59'
L38
S 00'00'00' E
11.87'
L39
S 90'00'00' W
t0A0'
L40
N 00170'00' E
11.81'
OWNER: SURVEYOR / ENGINEER:
FELLOWSHIP OF LAS COLINAS PACHECO KOCH
2450 HGHWAY 121 NORTH 8350 N. CENTRAL EXPWY. SUITE 1000
GRAPEVINE. TX 76051 DALLAS. TEXAS 75206
PHONE:972.471-6724 PH: 972-235-3031
CONTACT:BRAD STOVALL CONTACT: JOHN S. ANDRICOPOULOS
L/NETABLE
LINE
BEARING
LENGTH
1_41
'.S 89'39'49' W
313.27'
L42
S 00'43'57" E
10.59'
L43
S 8976'03' W
10.00'
L44
N 00'43'57' W
10.66'
L45
S 89'39'49" W
219.95'
L46
S 0017'30' E
10.99'
L47
S 89'42'30" W
1000'
L48
N 0017'30" W
10.98'
L49
S 89'39'49' W
29.64'
L50
S 0020'11" E
60.98'
L51
S 00'09'47" E
72.84'
L52
N 89'40'25" E
5DW
L53
N 00'04'46" W
72.82'
L54
N 89'38'09" E
92.50'
L55
S OOV9'47" E
72.82'
L56
N 8950'13" E
5.00'
L57
N OP09'47" W
72.84'
L58
N"'40`01* E
544.46'
L59
5 4520'1 t" E22.93'
65.20'
L60
S 0019'49' E
339.40'
OWNER: SURVEYOR / ENGINEER:
FELLOWSHIP OF LAS COLINAS PACHECO KOCH
2450 HGHWAY 121 NORTH 8350 N. CENTRAL EXPWY. SUITE 1000
GRAPEVINE. TX 76051 DALLAS. TEXAS 75206
PHONE:972.471-6724 PH: 972-235-3031
CONTACT:BRAD STOVALL CONTACT: JOHN S. ANDRICOPOULOS
LINE TABLE
LINE
BEARING
LENGTH
L61
S 4425'47' W
29.43-
L62
S 89'39'49' W
1129.25'
L63
N 0020'11" W
376.50'
L64
N 89'39'49" E
486.84'
L65
5 0020'11' E
225.71'
L66
S 89'39'49" W
34.37'
L67
N 0112'08" W
11.02'
L68
5 88'47'52' W
10.00'
L69
S 011208" E
10.86'
L70
5 89'39'49" IN
342.31-
L71
N 0112'08" W
12.21V
L72
S 88'4752' IN
10.00'
L73
S 0112'08' E
12.09'
L73
S 89'39'49' W
132.33'
L75
N 0020'11" W
287.30'
L76
N 89'39'49' E
45.31'
L77
N 002011" W
10.00'
L78
S 89'3949" W
45.31'
L79
N 0020'11" W
65.20'
L80
N 89'39'49' E
513.87'
OWNER: SURVEYOR / ENGINEER:
FELLOWSHIP OF LAS COLINAS PACHECO KOCH
2450 HGHWAY 121 NORTH 8350 N. CENTRAL EXPWY. SUITE 1000
GRAPEVINE. TX 76051 DALLAS. TEXAS 75206
PHONE:972.471-6724 PH: 972-235-3031
CONTACT:BRAD STOVALL CONTACT: JOHN S. ANDRICOPOULOS
SHEET 2 OF 2
MALS PLAT
LL SHIP
WEST ADDITION,
T Is BLOCK 1
LOCATED IN
THE CITY OF GRAPEVINE, TEXAS, OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 586,
TARRANT COUNTY. TEXAS
AND LOCATED IN
THE CITY OF COPPELL, TEXAS, OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 1716
DALLAS COUNTY, TEXAS
1 LOT / 20.000 ACRES
EXISTING ZONING: CC/PROPOSED ZONING: CC
Pacheco Koch 8350 N. CENTRAL EXPWY.1
000
DALLAS. T% 75206 972.235..235. 303131
TX REG. ENGINEERING FIRM F-14439
TX REG. SURVEYING FIRM LS -1019380:
DRAWN BY C/R:CKED BY BCALE DA IE JOB A"MIN
JSA/1,INP JSA NONE NOV. 2014 2768-14.255
DAD RLE:
LINE TABLE
LINE BEAR/NG I
LENGT7f
L81
S 4458'00'E
21.54'
L82
S 0020'11' E
116.46'
L83
S 89'45'41' W
19.31'
L84
S 0019'19' E
5.00'
L85
N 89145'41' E
19.32'
L94
N 0020'11' W
311.54'
L95
N 8952'10' W
28.17
L96
N 00'00'00' E
10.00'
L97
S 89'52'10' E
28.11'
L98
N 0020'11' W
559.28'
SHEET 2 OF 2
MALS PLAT
LL SHIP
WEST ADDITION,
T Is BLOCK 1
LOCATED IN
THE CITY OF GRAPEVINE, TEXAS, OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 586,
TARRANT COUNTY. TEXAS
AND LOCATED IN
THE CITY OF COPPELL, TEXAS, OUT OF THE
JOHN GIBSON SURVEY, ABSTRACT NO. 1716
DALLAS COUNTY, TEXAS
1 LOT / 20.000 ACRES
EXISTING ZONING: CC/PROPOSED ZONING: CC
Pacheco Koch 8350 N. CENTRAL EXPWY.1
000
DALLAS. T% 75206 972.235..235. 303131
TX REG. ENGINEERING FIRM F-14439
TX REG. SURVEYING FIRM LS -1019380:
DRAWN BY C/R:CKED BY BCALE DA IE JOB A"MIN
JSA/1,INP JSA NONE NOV. 2014 2768-14.255
DAD RLE: