HomeMy WebLinkAboutItem 30 & 11 - Final Plat DCT MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER CP—
MEETING DATE: SEPTEMBER 19, 2017
SUBJECT: FINAL PLAT APPLICATION
LOT 1, BLOCK 1, DCT FELLOWSHIP WEST, PHASE II
PLAT APPLICATION FILING DATE September 12, 2017
APPLICANT Jonathan Cooper, Pacheco Koch
REASON FOR APPLICATION To build two (2) industrial buildings
PROPERTY LOCATION 3175 & 3193 Bass Pro Drive
ACREAGE 12.878
ZONING LI: Light Industrial
NUMBER OF LOTS 1
PREVIOUS PLATTING No
CONCEPT PLAN No
SITE PLAN Z17-02 & SP17-08
OPEN SPACE REQUIREMENT No
AVIGATION RELEASE Yes
PUBLIC HEARING REQUIRED No
PLAT INFORMATION SHEET
FINAL PLAT APPLICATION
LOT 1, BLOCK 1, DCT FELLOWSHIP WEST, PHASE II
I. GENERAL:
• The applicant, Jonathan Cooper, Pacheco Koch is platting the property located
at 3175 & 3193 Bass Pro Drive.
II. STREET SYSTEM:
• The development has access to Bass Pro Drive.
• ALL abutting roads: ® are on the City Thoroughfare Plan: Bass Pro
Drive
❑ are not on the City Thoroughfare Plan:
❑ Periphery Street Fees are due as follows:
Type of Roadway Cost / LF Length Cost
❑ 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
❑ Collector (F) $ 150.98 / LF
❑ Sidewalk $ 25.00 / LF
❑ Curb & Gutter $ 10.00 / LF
® Periphery Street Fees are not due:
TOTAL
III. STORM DRAINAGE SYSTEM:
• The site drains northwest into the creek.
• 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.
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.
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 for: Lot 1, Block 1, DCT Fellowship West, Phase II
❑ Single Family Residential ( $ 2,414/ Lot)
❑ Multifamily ( $ 1,134/ Unit)
❑ Hotel ( $ 43,632/ Acre)
❑ Corporate Office ( $ 20,523/ Acre)
❑ Government ( $ 4,414/ Acre)
® Commercial / Industrial ( $ 5,739 /Acre)
® Open Space Fees are not required for: Lot 1, Block 1, DCT Fellowship West,
Phase II
❑ 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)
O R-20.0, Single Family District ( $ 807.00 / Lot)
❑ Public Hearing Only
❑ Variances were required on the following items:
❑ Front building line
❑ Allowing a setback of 3 feet for the rear property line for an accessory
building
❑ Lot width & depth
❑ Max. Impervious Area
❑ Landscaping Regulations, allowing no landscape buffer between the
edge of the parking area and the adjacent property line.
❑ 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.
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, Phase II."
AMA N
(VOL 7385EPG. 2220)`0-1
4/
ZONE 'AE15'' I /�
'I (SEE NOTE 2)
V.--4• AN SEWAGE UFT ST MENTI PgOF LA TRACT I
AND UTILITY EASEMENT VARIABLE WIDTH
I I (INST. N0 0200242825) FELLOWSHIP OF LAS COLINAS DRAINAGE EASEMENT � +�
LOT 1, BLOCK 1 (VOL. 94091, PG. 1680) (VOL 8792, PG. 996)
WATER OAKS EVENT CENTER I I ZONE 'AE' (VOL. 11578, PG. 1111)
(INST. N0. 0215041532) „I I (SEE NOTE 2) TRACT Nos. 5 AND 6 /
JAMES GIBSON SURVEY, 1011-
-OC
WOC EVENTS GRAPEVINE, LLC "I I I TRACT A ABSTRACT N0. 586VARIAB/
(INST. NO. D214203694) ( DRANAGELEASEMENT
E WON ZONED CC /
ZDNED GG I I (VOL. 8]92, PG. 996) ' / 4.--J-
20 WIDE DRAINAGE EASEMENT
_'N X9830 E 627.96' (INST. N0. 021]09879]
RF ERF
201.22 / J I ,034,573.87
_ N 8978J4_E 349.08'
- E: 2.418.616.12
�_ r- _- - = _ = _ _ 1 e ZONE 'X'
/ N 8978'34' E 336.65'
? N 44'41'57' E 30' BUILDING SETBACK 5 4517'59988 I (SEE NOTE 2)
II � 7.26'
r APPROXIMATE UNITS I I I / 1p a!
PART OF
OF
pry DF 4AAPEVw/E I FELLOWSHIP OF LAS COLINAS
PROPOSED ULTIMATE IOD-KOCH I I I (VOL. 11578 G. 111)
FLOODPWN PER PACHECO KOCH I 1 yWry+C a (VOL 11578, PG. 1111
STUDY DATED 07-255-2017 DRAINAGE EASEMENT I n. m I I b•' ^ TRACT Nos.'5 AND 6
- I (BY THIS PLAT) I I W W N I I R JAMESGIBSONSURVEY, ABSTRACT NO. 586
- - -_201_22 I 5 3005'02' W ^' 8
1 sot 511 W 14.36' I i ii i& 8
898'y
WATER EASEMENT
(B I I oro„ I I
qr�(BY THIS PLAT) p
JJ PART OF
10' unuTY EASEMENT I ' I s 01. S ' E I I x I I Y5! ny FELLOWSHIP OF LAS COLINAS
\ `(INST. NO. 0207195{55)+ i I , , ['148.98' gg
+I I 9��� (VOL. 94091, PG. 1680)
` 6& E (VOL. 11578, PG. 1111)
IACT NO. 3
I , Ica 5!1
+. ap� JAMESGIBSONSURVEY,
S 06'40'15' E ZONE 'X' Ell + 09 S
I ZONE 'X I i ABSTRACT N0. 1716
15°.70' SHADED nI h ; ZONED LI PD -191
(SEE NOTE 2) (SEE NOTE 2) 8I Ig s I I I (CITY OF COPPELL)
j II/f, S 00'31'30' E
`���DRAINAGE EASEMENT] 1 I I 15' WATER EASEMENT-�•--I I 36 D•'•SO'
/INST. NO. D207195455) I. I i ' Iz (BY THIS PLAT) I I -
n ;� I I I I N 89'28'30' E
N 00'31'30' W Ion ""� I 2206'
` i n S 00'34'18' E OCT FREEPORT WEST PHASE It LLC
881.12' II I� ;, 130.85'
. I (INST. N0. 0217098792) I IRF
I N� .4 b 0 ' ZONED U I - - - - - -
LOT 5, BLOCK 2 , RF _
GENESIS ADDITION I �'�'''''{� /J FINISH FLOOR ELEVATIONS = 541.60' �I
(INST. NO. D207195455) I I I' O '/ I IS' WATER EASEMENT --- N 8978'29' E I I J J 1
/ 1/, (BY THIS PLAT)- -
LOWEN 1920. LP I I�,I ,q�, N 8928'29' E 94.11' L S 8978'29' W LIT It x� �- _-
(INST. N0. 0213299287) I •N�'>`� _ �' 1
N 8978'28' E $OJ.J6' S 45'1e'OJ' EV)
ZONED CC 11 + �g 44'41'57' E Sol ro9'3z w iii
lI 23.26. 64.91' I SJ' - - - - - - -
---
ZONE 'AE' I S 3979'24' E
S 2739'41' E
(SEE NOTE 2) I I I I 23.70 14.41' LOT 1, BLOCK 1
J S 45m'O6' E 12.878 ACRES
=_-- x28.02' I I I 16.65'
_ ` (560,975 SF) 1
S 25'07'00' E
S 845739 W I -� 49.35 AREA TABLE I I (NSLA NO. SETBACK
13.66' Lq` N JJ5976 W S 08'08'06 E TOTAL PLATTED AREA 12878 ACRES
181
Li L6 �9 ' 36.29' NET PLATTED AREA 12.878 ACRES
2J.t2' I I
N 83'09'41' w 4 RIGHT-OF-WAY 0.000 ACRE
I32.98' ` ' DEDICATION EDI i Z I �fj; --- VARIABLE WIDTH PUBLIC
!��l - I I ACCESS EASEMENT
DRAINAGE EASEMENT I I N 251]1'50' 5 1717'30• W EASEMENT 1.432 ACRES (INST. NO. 2 01 6 0 011 71 81)
(INST. N0. 0204303185) +I Iq 3248 3082, DEDICATION nI m' I II
LOT 1, BLOCK 2 I +I I N 2Jse7s 30.42'57' W WI lin
GENESIS ADDITION 24,}4' {}�S 00 22'07' W
N 47'JOW 5 6079'26' W nI I Y n l I � 514.62'
(INST. NO. D204303185) I loss' 12.01' -
COTTONWOOD CREEK I I nI In 8IIca
FlRELANE EASEMENT
NOTES
1. Bening s3alem h based m the Slate Plane Cowdhats System. Nwth Americon Datum of 1983 (2011), Taros Nath
Cant,/ T s, Zane 4202 Dietonces shorn haw been adA,,f d to surface by opplyd,g the r rot County rxDOT
cambmation factor of 1.000120000.
2 Subset property 4 hexa m the National noad Insurance Program Flood Ince Rate MAe far Dallas County,
I..- d I. -P -ted Naas, Map No. 48113COIJ5K. Canmunlly-Ponel No. 480170 OIJ5 K. Ell cNw Date: July 7,
2014. Subjs t property Is also shoen m the Natimd Flood Insurance program Flood Insurance Rate Map Iw 7 t
County, Texas and Mcarporoted Anal, Atop Na. 48439CO114K Ca ,mmhi y -Pone/ Na. 4480598 0110 K, Effsatiw Dots:
September 25 2009. All of the wbjsct property As shown to be located In Zone X• and Zen. 'AE- m sold mops
The location of the said floodimes is based m said map, is approximate and 1, not located an Me grand
R.I.-I --me delved an said map os &I.-
Zone Arco E' - Special Flood Noland Ainundated by 100 -mar flood: Base (toad El -tion, DO-ined
Zone *X" - OMreas er A- Adetermined to be -laid. the 0.2[ annus' ds anRood.
Zone 'X' (Shaded) - Other nood Arson Areas of a2x -.at dance flood me os of IX annud Mance flood
Nth -9. dep Ms of less than I fact of eft drainage areas less thm 1 .guar, male; and arms
protected by I. -ham IS annual alma flood
J. fie runny abstract lines and city limits line dorm herem on opprodmote and me not located an the ground
4. The papces of this Plat is to create me (1) lot from part of an unplatted t -I of land.
5. Cowdinafee shoen aro rexos Slate plane Cowdinofe Syatem, North CmtW Zone. North Amsricm Datum of
1983(2011) m god miues, no scale and no projection.
BENGK MAIM
GRAPEVINE CM/ 3 9' ALUMINUM ROD WITH CAP SET, 0.6' BELOW ACCESS
GOVER. ACCESS COVER IS STAMPED, 'GTY OF
GRAPEVINE, MON. 3'. MONUMENT IS LOCATED AT THE
INTERSECTION OF SCRIBNER AND SHADY BROW
INSIDE THE GRAPEVINE PUBLIC WORK FACILITY,ELEV.590.51
GRAPEVINE CM/ 7 12' ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS
COVER. ACCESS COVER IS STAMPED. 'PTY OF
GRAPEVINE• MON. 7'. MONUMENT IS LOCATED AT ME
WEATHER STATION OF THE CORPS OF ENO EERS AT
ME GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY
DRIVE. (110 FAIRWAY DRIVE)
ELEV-585.76
HOLDINGS, L.P. $ 8
(INST. N0. D2051414 3) I :I I=
LIVE TABLE
LINE
BEAR/NG
LENGTH
LI
S 89'31'11' W
40.13'
L2
S 0012'36' W
2.26'
L3
S 8970'44' W
15.66'
L4
5 66'48'52• W
1495'
L5
5 6279'53' W
21.36'
L6
N 83'25'19' W
17.13'
L7
N 7913'21' W
27.98'
BENGK MAIM
GRAPEVINE CM/ 3 9' ALUMINUM ROD WITH CAP SET, 0.6' BELOW ACCESS
GOVER. ACCESS COVER IS STAMPED, 'GTY OF
GRAPEVINE, MON. 3'. MONUMENT IS LOCATED AT THE
INTERSECTION OF SCRIBNER AND SHADY BROW
INSIDE THE GRAPEVINE PUBLIC WORK FACILITY,ELEV.590.51
GRAPEVINE CM/ 7 12' ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS
COVER. ACCESS COVER IS STAMPED. 'PTY OF
GRAPEVINE• MON. 7'. MONUMENT IS LOCATED AT ME
WEATHER STATION OF THE CORPS OF ENO EERS AT
ME GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY
DRIVE. (110 FAIRWAY DRIVE)
ELEV-585.76
HOLDINGS, L.P. $ 8
(INST. N0. D2051414 3) I :I I=
ZONE 'X'
In 1 I
"I I
I
(INST. N0. 2 01 6 0 011 71 81) LOT 1, BLOCK 1
DCT FELLOWSHIP
I
ZONED CC �'� I'5-
I VARIABLE WIDTH
(SEE NOTE 2)
I I8 I
II
I
I WEST ADDITION
24' FIRELANE EASEMENT
AMGATION EASEMENT
I"
(INST. NO. D2016001M81)
(INST. NO. 2 01 6 0 011 71 81)
100-7 FLOODPLAIN
EASEMENT I
(VOL. 7385. PG. 2220)
I
I
II
OCT FREEPORT WEST LLC
NO. 201500224607)
(NST. NO. D2043o31855)
I
I
I I
115'
I
(INST.
ZONED U
CREEK VIEW
I I
SEWAGE UFT STATIOIJ
CITY OF COPPELL
10' UTIUTY EASEMENT
I I AND UTILITY EASEMENT
I I I
ZONE 'X (INST. NO. D204303185) I I I I (INST. NO. D200242925) I ` 24' FlRELANE EASEMENT DRI VEI X
(TO BE ABANDONED 91 I (INST. N0. 20160011]181) ,
SHADED I SEPARATE INSTRUMENT) I I ' I I VARIABLE W1DTI1 PUBLIC
25'X60' ACCESS EASEMENT 13' WATER EASEMENT
(SEE NOTE 2) (INST. NO. D204303185) (BY THIS PUT) S 8978'29 W 528.00' - - - - - J I _ACCESS EASEMENT - - - - - - - - - - - - -
/ I� -F - _ - - - - _ _ _ - - - - - ,- - - - (INST. N0. 2 01 6 0 011 71 91) 60' BUILDING SETBACK
Ig~I- N8978'29'E 528.00' --------_ I I L ------ -- (INST. NO_201600117181) --
/ ------ ---- 10 TT -1U AND 5t10'31'31'E� I I II �------- -
- - N 00']1']1 W IS' WATER
EASEMENT PEDESTRIAN EASEMENT 30' BUILDING SETBACK 40,70 I` - J I - -
50' PRIVATE ACCESS7:1 4} 94• (BY 1X15 PUT) (BY MIS PLA .- - f
EASEMENT - -- J I L _ - - - _ 15' LINDSCAPE SETBACK 15' UTLITY��SEMENT-
58858 57' W S25 02 L-203.00_ _ _
' (INST. N0. 0205048747) I - - - - - - - - - - - - - -5.52 -TRS 0' - 1ST. N0. 201600�18� -- - NST. N0. 20160
011 71 81L
(INST N0. 0207195}g0) 10 - - - - - - 5 BB�4'�7' W 642.18 - - - -
- - L- - L_J17.51' - - _ _ ]42.64 IRF L7 5 89'31'11' W 592.66'
- XF A=0 07'07' S 66'58'57 W 350.00' - - RF x.031'48' IRF L2 IRF BETH!
N: 7.033.687 R=11,416.66 c
E:Z418.196.J3 L=23.62' B L=212.35' (VARIABLE call
7x11.81' (VARIABLE WIDTH RIGHT-OF-WAY) T=106.18' - - - - - -�_ _ .uvcs msov swlsr-.esrn4cr no. xs - -
- - - - - - T- - - - - - C8=S 88902'30' W - - - - - - - - - - CB=S 89'1450 W acw .m a-5-._-esAC-xo sv
CD 23.62' - CD=212.35'
I I
I
This plot filed an
PRELIMINARY
TMS DOCUMENT 94ALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR MEWED OR
REUED UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 9/11/17.
1/2 -INCH IRON ROD
W/'GOODWIN MARSHALL'
CAP FOUND (C.M.)
Instrument No.
I
1I=c'I
< ant
W I U < O
G gO
mcn N
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ZO
la OjZ
I J In K=
N
W Z
60' W v
O.W. m
OWNER: SURVEYOR / ENGINEER:
DCT FREEPORT WEST PHASE II LLC. PACHECO KOCH
5310 HARVEST HILL ROAD, 7557 RAMBLER ROAD. SUITE 1400
SUITE 270 DALLAS. TX 75240 DALLAS, TEXAS 75231
PHONE: 972.982.8550 PH: 972-235-3031
CONTACT:JOE WILLIAMS CONTACT: JONATHAN COOPER
0 30 60 120 160
GRAPHIC SCALE IN FEET
ALLAS COUNTY'
MAPSCO 11A
MIN/TY MAP
(NOT TO SCALE)
L_ E G E I -F Q]
6, BOLLARD
[ O ELECTRIC BOX
[Fac�J FIRE DEPT. CONN.
5-w p�FIRE HYDRANT
n FLOOD LIGHT
GUY ANCHOR
is*UGHT STANDARD
0--` PP W/ LIGHT
PP W/ GUY ANCHOR
DeH,} PP W CROSS
ARM LENGTH IN FEET)
em ELECTRIC METER
TRAFFIC SIGN
m(3STORM SEWER MANHOLE
we WATER VALVE
rt,Ja TELEPHONE VAULT
%F X -CUT IN CONCRETE FOUND
IRF 5/8 -INCH IRON ROD
WjPACHECO KOCH" CAP SET
(C.M.) CONTROLLING MONUMENT
PROPERTY LINE
- - - EASEMENT LINE
a- FENCE
- OVERHEAD UTILITY UNE
----G- UNDERGROUND GAS UNE
2?22222� STORM DRAIN LINE
4"W- WATER LINE
�c FORCE MAIN
-613- EXIST CONTOUR
SEP 12 2017
PLANNING & ZONING COMMISSION:
Data API-Yed:
Chairman:
Secretory.
GRAPEVINE CITY COUNCIL
Dote Approved:
A10JM-
City Secretory.
SHEET 1 OF 2
POI &L PLAT'
LOT 1, BLOCK 1
DCT FELLOWSHIP WEST
PHASE II
LOCATED IN
THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS,
12.878 ACRES, 1 LOT OUT OF THE
JAMES GIBSON SURVEY, ABSTRACT NO. 586,
EXISTING ZONING: LI
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS OCT Freeport West Phase ll, LLC is the owner of a 12.878 acre tract of land situated in
the James Gibson Survey, Abstract No. 586, Torrent County, Texas; said tract being all of that
certain tract of land described in Special Warranty Deed to OCT Freeport West Phase 11 LLC
recorded in Instrument No. 0217098792 of the Official Public Records of Tarrant County Texas;
said 12.878 acre tract being more particularly described as follows:
COMMENCING, at a 1/2 -inch iron rod with "GOODWIN MARSHALL" cap found for comer at the
southwest end o/ a right-of-way comer clip at the intersection of the north right-of-way line of
Bethel Roody$asa Pro Drive (a variable width right-of-way) and the said west line of Creekview
Drive (a Variable 60 -foot wide right-of-way); said point being the most southerly southeast comer
of Lot 1, Block 1, OCT Fellowship West Addition, an addition to the City of Cappell recorded in
Instrument No. 201600117181, Official Public Records, Dallas County, Texas
THENCE, South 89 degrees, 31 minutes, 11 seconds West, along the said north line of Bethel
Road/Boss Pro Drive and the South line of said Lot 1, a distance of 592.66 feet to a
1/2 -inch iron rod with PACHECO KOCH" cap found said point being the southwest comer of
said Lot I and the POINT OF BEGINNING; said point being in the approximate county line
between Dallas and Torrant Counties, the approximate city limit line between the City of
Coppell and the City of Grapevine and the approximate survey abstract line between the
James Gibson Survey, Abstract No. 1716, Tarrant County and the James Gibson Surrey,
Abstract No. 586, Dallas County,
OWNERS DED/CAT/ON
STATE OF TEXAS
COUNTY OF TARRANT
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT OCT Freeport West Phase 1l
LLC does hereby adopt this plot of DCT FELLOWSHIP WEST PHASE 0,, 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 shall be open for all City or franchised public utilities for each particular use. The mointenonce
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. Sold
easements being hereby reserved for the mutual use and accommodation of of public utilities using, or
desiring to use some. Any City or franchised utility shall hove 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 all or parts of its respective system without the necessity at any time of procuring
the permission of anyone.
7 how reviewed the City's findings concerning dedicotions and 1 do agree that the statements ore true and
correct.'
This plot approved subject to all platting ordinances, rules, regulations, and resolutions of the City of
Grapevine, Texas.
THENCE, in a westerly direction departing said approximate county, city limit and survey abstract Witness my hand this the day of __ 2017
lines, along the said north line of Bethel Road/Bass Pro Drive, the following six (6) calls:
OCT Freeport West Phase I/ LLC,
South 89 degrees, 31 minutes, I1 seconds West, a distance of 40.IJ feet to a 5/8 -inch iron a Delaware limited liability company
rod with "PACHECO KOCH' cap found for comer;
By OCT Industrial Operating Partnership LP,
South 00 degrees, 12 minutes, 36 seconds West, along on offfound in the said north line of
Bethel Road/Bass Pro Drive, a distance of 2.28 feet to a 5/8 -inch iron rod with PACHECO it Delaware limited partnership,
its Sole Member
KOCH" cop found for comer, said point being on angle point in the said north line o/
Bethel Rood/Boss Pro Drive;
By. OCT Industrial Trost Inc.,
South 89 degrees, 30 minutes, 44 seconds West, a distance of 15.88 feet to a 5/8 -inch iron a Ma yand corporation,
rod with 'PACHECO KOCH' cop found of the beginning of a tongent curve to the left; its General Partner
Along said curve to the left, having a central angle of 00 degrees, JI minutes, 48 seconds, a
radius of 22,960.81 feet, o chord bearing and distance of South 89 degrees, 14 minutes, 50
seconds West, 212.35 feet, an arc distance of 212.75 feet to a 5/8 -inch iron rod with
"PACHECO KOCH' cap found of the end of said curve;
South 88 degrees, 58 minutes, 57 seconds West, o distance of J50.00 feet to "+' cut in
concrete found at being the beginning of a tangent curve to the right;
Along sold curve to the right, having a central angle of 00 degrees, 07 minutes, 07 seconds.
a radius of 11,416.66 feet, a chord bearing and distance of South 89 degrees, 02 minutes,
30 seconds West, 23.62 feet, an are distance of 23-62 feet to a 5/8 -inch iron rod with
PACHECO KOCH' cap found for corner 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 according
to the plat recorded in Instrument Na. D204303185 of the Official Public Records of Tarrant
County, Texas;
THENCE, North 00 degrees, 31 minutes, JO seconds West, departing the said north line of Bethel
Road/Boss Pro Drive and along the said west line of the Fellowship tract and the said east line of
said Lot I, Block 2, Genesis Addition, at a distance of J8241 feet passing the northeast comer of
said Lot 1, Block 2, Genesis Addition and the southeast comer of Lot 5, Block 2, Genesis Addition,
on addition to the City of Grapevine according to the plot recorded in Instrument No. D207195455
of said Official Public Records of Tarrant County, Texas continuing along the east line of said Lot
5, at o distance of 747.50 feet passing the northeast comer of said Lot 5 and the southeast
comer of Lot I, Block i, Water Oaks Event Center, an addition to the City of Grapevine according
to the plat recorded in Instrument No. D215041532 of said Official Public Records of Tarrant
County, Texas, then continuing along the east line of said Lot 1, Block 1, Water Oaks Event Center
in a/I a total distance of 881.12 feet to a 5/8 -inch iron rod with PACHECO KOCH" cap found for
comer,
Signed: ---
Name,
_Name: Joe Williams
Title VP Construction
5TATE OF TEXAS
COUNTY OF TARRANT
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 instrument and acknowledged to me that he
executed the some for the purposes and consideration therein expressed.
G1wn under my hand and seal of office this -_ day of _ A.D. 2017
IVoFaryPuNic, Ya o77exas'
AVFGATFON RELEASE
5 TA IF OF TEXAS
COUNTY OF TARRANT
WHEREAS, OCT Freeport West Phase H LLC hereinafter called "Owner" (whether one or more), is the owner
THENCE. North 89 degrees, 28 minutes, JO seconds East, deporting the said west line of theo! that certain parcel of land situated in the City of Grapevine, Tarrant County, Texas, being said property
Fellowship tract and the said east line of Lot 1, Block 1, Water Oaks Event Center o distance of as described as shown on this plat.
62796 feet to a 5/8 -inch iron rod with "PACHECO KOCH" cap found for comer;
THENCE, South 00 degrees, 31 minutes, 30 seconds East, a distance of J6a30 feet to a 5/8 -inch
iron rod with "PACHECO KOCH" cap found for corner,
THENCE, North 89 degrees, 28 minutes, JO seconds East, a distance of 22.06 feet to 0 5/8 -inch
iron rod with PACHECO KOCH" cop found for corner,' said point being the northwest comer of said
Lot 1, Block 1 OCT Fellowship West Addition and being in said approximate county, city limit and
survey abstract lines,
THENCE, South 00 degrees, 22 minutes, 07 seconds West, along the West line of said Lot 1, Block
I DCT Fellowship West Addition and said approximate county, City limit and survey abstract lines, a
distance of 514.62 feet to the POINT OF BEGINNING;
CONTAINING., 560,975 square feet or 12.878 acres, more or less.
NOW THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR and other good and
veluob/e consideration, the receipt and sufficiency of which is hereby filly acknowledged and confessed,
Owner does hereby waive, release, remise and quitclaim to the City of Grapevine, Tarrant County, Texas, the
Dallas -Fort Worth International Airport Board, the Cities of Dallas, Texas and Fort Worth, Texas, their
successors and assigns, hereinafter tolled "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 above Owner's property above the height restriction as
presently established by Ordinance No. 7J-50 for the City of Grapevine, known as the Airport Zoning
Ordinance of the Dallos-Fart Worth International Airport, to an infinite height above same, whether such
damage shall originote from noise, vibration, fumes, dust, fuel and lubricant particles, and or other effects
that may be caused by the operation of aircraft, landing at, or taking off from, or operating at or on the
Dallos-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 o/ 2017.
DCT Freeport West Phase 11 LLC,
a Delaware limited liability company
By. OCT Industrial Operating Partnership LP,
a Delaware limited partnership,
its Sale Member
By. OCT Industrial Trust Inc.,
a Maryland corporation,
its General Partner
Signed._
Nome: Joe Williams
Title: LP construction
STATE OF TEXAS
COUNTY OF TARRANT
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 instrument and acknowledged to me that he
executed the some for the purposes and consideration therein expressed.
Given under my hand and seal of office this day o/ A.O. 2017
Notary Public, State o exias
SURVEYOR'S CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY THESE PRESENTS
t, Jonathan E Cooper, a Registered Professional Land Surveyor of the Stole of Texas, do hereby declare
that 1 prepared this plot from an actual and accurate survey on the land and that the corner monuments
shown thereon were property placed under my personal supervision in occordonce with the platting rules and
regulations of the State of Texas and the City of Grapevine.
PRELIMINARY
THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR VIEWED OR
RELIED UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 9/11/17.
Jonathan E Cooper
Registered Professional Land Surveyor
No. 5J69
/coop-Opkee. corn
57A TE OF TEXAS
COUNTY OF TARRANT
Before me the undersigned Notary Public, on this day personally appeared Jonathan E. Cooper 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 and consideration therein expressed.
Given under my hand and seal of office this
wry ub 57 exas
day of __ . A.D. 2017.
This plat riled on
Instrument No.
OWNER: SURVEYOR / ENGINEER:
OCT FREEPORT WEST PHASE It U.C. PACHECO KOCH
5310 HARVEST HILL ROAD, 7557 RAMBLER ROAD. SUITE 1400
SUITE 270 DALLAS, TX 75240 DALLAS, TEXAS 75231
PHONE: 972.982.8550 PH: 972-235-3031
CONTACT:JOE VALUAMS CONTACT: JONATHAN COOPER
SHEET 2 OF 2
LOT 1, BLOCK 1
DCT FELLOWSHIP WEST
PHASE II
LOCATED IN
THE CiTY OF GRAPEVINE, TARRANT COUNTY, TEXAS,
12.878 ACRES, 1 LOT OUT OF THE
JAMES GIBSON SURVEY, ABSTRACT NO. 586,
EXISTING ZONING: LI
JjPI� //�� /� //�� 7511 RAMBLER ROAD. SUITE 1400
aceco Dy DALLAS. TX 75231 972.23-5.3-031
TX REG. ENGINEERING FIRM F-14439
IX REG. SURVEYING FIRM LS -101938
DRAWN BY CHECKED BY r SCALE DA rE JOB MERCER
RMT/PJW JEC NONE AUGUST 2017 2768-17.228
LOT 1, KM 1
WAYER OAKS EYELET COM
QNST. NO. D215041532)
EXISTING ZONING:
COMMUNITY
COMMERCIAL
DISTRICT
I I
,
1
1,
COMMERCIAL
DISTRICT
INLET
G AM
INLET -1.0
1 ■■(
y�JO'
REM BLDG
I
SLTBACM
+j
197.0'
R 1I .1, JW B.r51NG m�bAcx
WA
v mi w a`reMi I y
KA1WA1x 1W�AN
R'j ¢ PROP.
k
15' SIDE BLDG.
SETBACK 1 II
5 PROPOSED SLOPED
END TREATMENT
I
EXISTING ZONNG
a I'I
F COMMUNITY INSTALL 155 SF OF
} COMMERCIAL 8"-12' GROUTED ROCK
I DISTRICT RIP RAP ON FILTER
FABRIC (REF TO SHEET F
C6.1 FOR DETAILS
1E
LOT 5, B DDrDO PROPOSED SLOPED
OD4E513 ADDITION END 1REATNENT
(INSf. N0. D107195455) .
PROPOSED '
155 LE OF
WALL I
R50.5' /
UNITS OF 100 -YEAR
FLOODPLAIN ^. 1'
R34.5' I
0
o
'❑
PF -71
COMMERCIAL
DISTRICT
INLET
G AM
INLET -1.0
1 ■■(
ARWIYIAx IAIWI
s atr o aFAaLWe
' IA11Mx tao-lrNl
ILo0P1A/l
{ -F
I
Ro O
1 455 IS OF
24' FIRE
, LANE
+j
5.1
UNITS OF 100 -TEAR
ROOD
N (a
BUILDING 3 (INCLUDING 4 H.C.) - 61
l
LOT 1, BLOCK 2
1
a �
UNITS OF 100 -TEM
FLOODPLNN
(MST�NO, DmD4JD�3185) !
Lo I 1
GSI
3
PROP. 4" PRIVATE
6.
- -
-^'PROPOSE➢ ROPED
�_
M.
TOTAL BUILDING = 193,935 S.F.
TELEPHONE BOX
END WEAWD41
_FORCE
I( 1 ens}_ O 2.00224;07) GAS AND FIBER OPTIC UTIUTIES IN THE AREA.
TD
w
R50.0'
BUILDING COVERAGE 34.6X
PROP. 8' ATER
- PROP. B' WA
d g-
BEGIN
WALL-
INSTALL 105 SF OF
8"-IY CROVTED ROCK
-__- _--
-
N _----- - 2 0'
_
RIP RM ON FILTER
FABRIC (REF TO SHEET
PROP. CURB
INLET
PROP. FII
830.0'
C6.1 FOR DETAILS
R24.5'
I
S
II1
1 -
RAMP
PROPOSED BUILDING:
IM I
� OW q
WAREHOUSE (1:2000)
REVISE
• � I
PRaP Is' WA -
15' SIDE BLDG.
SETBACK 1 II
5 PROPOSED SLOPED
END TREATMENT
I
EXISTING ZONNG
a I'I
F COMMUNITY INSTALL 155 SF OF
} COMMERCIAL 8"-12' GROUTED ROCK
I DISTRICT RIP RAP ON FILTER
FABRIC (REF TO SHEET F
C6.1 FOR DETAILS
1E
LOT 5, B DDrDO PROPOSED SLOPED
OD4E513 ADDITION END 1REATNENT
(INSf. N0. D107195455) .
PROPOSED '
155 LE OF
WALL I
R50.5' /
UNITS OF 100 -YEAR
FLOODPLAIN ^. 1'
R34.5' I
COMMUNITY
0
o
'❑
PF -71
COMMERCIAL
DISTRICT
INLET
G AM
INLET -1.0
1 ■■(
ARWIYIAx IAIWI
s atr o aFAaLWe
' IA11Mx tao-lrNl
ILo0P1A/l
{ -F
I
Ro O
1 455 IS OF
24' FIRE
, LANE
�,i„W
5.1
'''•ry
60 SF OF
ANE
BUILDING 3 (INCLUDING 4 H.C.) - 61
C6.1 FOR DETAILS
LOT 1, BLOCK 2
1 I 1
IT
BUILDING 3 = 74,630.7 S.F.
UNITS OF 100 -TEM
FLOODPLNN
(MST�NO, DmD4JD�3185) !
Lo I 1
COMMUNITY
0
o
'❑
PROPOSED BLDG -3
(!2,923 SF)
In= 1
18981 A09D (alone IP)
PART OF
FELLOWSHIP OF LAS COLINAS
(VOL. 94091, PG. 1680)
(VOL 17578, PG. 1111)
230.0'
COMMERCIAL
DISTRICT
INLET
G AM
INLET -1.0
1 ■■(
8
INSTALL 50 SF OF
8"-12" GROUTED ROCK`
RI .11
BEdN
WALL
5.1
'''•ry
60 SF OF
ANE
BUILDING 3 (INCLUDING 4 H.C.) - 61
C6.1 FOR DETAILS
81GROUTED ROCK
RIPRAP ON FILTER
Ida
F°R300'I
BUILDING 3 = 74,630.7 S.F.
UNITS OF 100 -TEM
FLOODPLNN
FABRIC (REF TO SHEET \
rn pn azo�,s ,ol
GSI
SINGLETON THOMPSON SURVEY - ABSTRACT NO. 1555
C6.1 FOR DETAILS
PROPOSED WALL
_ EXISTING ZONING
COMMUNITY
COMMERCIAL
DlsmlcT
0
o
'❑
PROPOSED BLDG -3
(!2,923 SF)
In= 1
18981 A09D (alone IP)
PART OF
FELLOWSHIP OF LAS COLINAS
(VOL. 94091, PG. 1680)
(VOL 17578, PG. 1111)
230.0'
PROP.GRATE)
INLET
G AM
INLET -1.0
I
I
8
INSTALL 50 SF OF
8"-12" GROUTED ROCK`
)"
N
RIP RAP ON FILTER
FABRIC (REF TO SHEET >leINSTALL
'''•ry
60 SF OF
ANE
BUILDING 3 (INCLUDING 4 H.C.) - 61
C6.1 FOR DETAILS
81GROUTED ROCK
RIPRAP ON FILTER
WATER VALVE
BUILDING 3 = 74,630.7 S.F.
UNITS OF 100 -TEM
FLOODPLNN
FABRIC (REF TO SHEET \
TOTAL OFFICE (10X) = 19,393.5 S.F.
GSI
SINGLETON THOMPSON SURVEY - ABSTRACT NO. 1555
C6.1 FOR DETAILS
6.
SITE COVERAGE:
BUILDING 3 = 8,292.3 S.F.
TOTAL SITE 560,975 S.F. (12.878 AC.)
TOTAL BUILDING = 193,935 S.F.
TELEPHONE BOX
BUILDING FOOTPRINT 193,935 S.F. (4.452 AC.)
BUILDING 2 = 111,012 S.F.
I( 1 ens}_ O 2.00224;07) GAS AND FIBER OPTIC UTIUTIES IN THE AREA.
TD
w
R50.0'
BUILDING COVERAGE 34.6X
PROP. 8' ATER
- PROP. B' WA
d g-
BEGIN
WALL-
3. BUILDING HEIGHT:
-__- _--
-
N _----- - 2 0'
_
x
R30.0' EASEYFNi MATER
PROP. FII
830.0'
CITY GRAPEVINE:
R24.5'
I
S
4. PARKING REQUIRED:
1 -
RAMP
PROPOSED BUILDING:
S.
PROPOSED USE AND OCCUPANCY CLASSIFICATION
WAREHOUSE (1:2000)
REVISE
BUILDING GROUP: B
BUILDING 2 99,367/2000 = 50
,.5'I
24
I
BULDING 3 = 74,175/2000 38
I
PROP. GNATS- P 11
'
NLET
LNIiARY
ANH(
I
,I I
P F - -
J'Ni
I
3,
i
FIRE it
VI
I 9
IPNOP
0
o
'❑
PROPOSED BLDG -3
(!2,923 SF)
In= 1
18981 A09D (alone IP)
PART OF
FELLOWSHIP OF LAS COLINAS
(VOL. 94091, PG. 1680)
(VOL 17578, PG. 1111)
230.0'
PROP.GRATE)
INLET
G AM
INLET -1.0
I
I
8
<a
¢V
VV
00
.)LLLL
uo
I
END
WALL
CAR PARKING:
N
24` FIRE
LANE
I
-
ANE
BUILDING 3 (INCLUDING 4 H.C.) - 61
BUILDING 2 = 99,910.8 S.F.
B THEL ROAD
WATER VALVE
BUILDING 3 = 74,630.7 S.F.
I I WARNING M
TOTAL PARKING PROVIDED = 187
TOTAL OFFICE (10X) = 19,393.5 S.F.
SITE DATA INFORMATION
1. PROPOSED USE:
9.0'za'
_
OFFICE/WAREHOUSE
5.
PARKING PROVIDED:
11
I 1911
CAR PARKING:
2. PROPOSED BUILDING AREA:
BUILDING 2 (INCLUDING 6 H.C.) = 126
TOTAL WAREHOUSE (90X)= 174,541.5 S.F.
ANE
BUILDING 3 (INCLUDING 4 H.C.) - 61
BUILDING 2 = 99,910.8 S.F.
B THEL ROAD
WATER VALVE
BUILDING 3 = 74,630.7 S.F.
I I WARNING M
TOTAL PARKING PROVIDED = 187
TOTAL OFFICE (10X) = 19,393.5 S.F.
GSI
SINGLETON THOMPSON SURVEY - ABSTRACT NO. 1555
BUILDING 2 11,101.2 S.F.
6.
SITE COVERAGE:
BUILDING 3 = 8,292.3 S.F.
TOTAL SITE 560,975 S.F. (12.878 AC.)
TOTAL BUILDING = 193,935 S.F.
TELEPHONE BOX
BUILDING FOOTPRINT 193,935 S.F. (4.452 AC.)
BUILDING 2 = 111,012 S.F.
I( 1 ens}_ O 2.00224;07) GAS AND FIBER OPTIC UTIUTIES IN THE AREA.
PAVEMENT 240,468 S.F. (5.520 AC.)
BULDING 3 = 82,923 S.F.
TRAFFIC SIGN
BUILDING COVERAGE 34.6X
' I'(wIR CONTACT UTILITY 48 HOURS PRIOR TO
CONSTRUCTION AT 1-800-DIG-TESS.
IRS
PAVEMENT COVERAGE 42.9X
3. BUILDING HEIGHT:
CONTROLLING MONUMENT
OPEN SPACE PROVIDED 22.5%
BUILDING 2 = 45'-6'
x
FENCE
BUILDING 3 = 45'-6'
7.
CITY GRAPEVINE:
t No. DzmadDlmm)
PRor
O, ,..
EXISTITI NG: INDUSTRIAL (U)
4. PARKING REQUIRED:
ZONE CHANGE REQUEST
1 Z17-02 IS A REQUEST TO
I I REZONE 12.67 ACRES FROM
PROPOSED BUILDING:
S.
PROPOSED USE AND OCCUPANCY CLASSIFICATION
WAREHOUSE (1:2000)
w
"CC" COMMUNITY COMMERCIAL
DISTRICT TO "LI" LIGHT
R1&5'•1 T \
INDUSTRIAL DISTRICT FOR
BUILDING GROUP: B
BUILDING 2 99,367/2000 = 50
,.5'I
24
STORAGE GROUP: S-1
BULDING 3 = 74,175/2000 38
R30.D'
OFFICE (1:300)
BUILDING 2 = 11,041/300 37
BUILDING 3 = 8,242/300 28
TOTAL PARKING REQUIRED = 153
NOTE:
1. ALL ON ELECTRICAL CONDUCTORS ASSOCIATED MATH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND.
2. PARKING LOT UGHT STANDARDS INCLUDING THE BASE MAY NOT EXCEED
30 -FEET IN HEIGHT.
3. OUTSIDE STORAGE IN CONJUNCTION WITH A PERMITTED USE SHALL REQUIRE
CONDITIONAL USE PERMIT APPROVAL.
4. SCREENED REFUSE AND GARAGE STORAGE ON A CONCRETE PAD AND
SCREENED IN ACCORDANCE WITH SECTION 50.8.3.
�5
PROP.IR
I 6
PAD
TNMSFOR
PAD PROP. FH - - - - - - - - •.i-
.- _ -
PROP 3 �- _._..:._..`--�. - ... .
(TOUT PROP. RAMP R9.5' uTEA
PROM. DON, 1 T
-PROP t5' WATpt ETERS PROP. FDC ' I
P. M
-SEWER P IV/
PROP. SANITARY
SEWER YMHIXE PROP. FRAM
PROP. GRATE
INLET INLET
ST TRAM AREA
PROP. 6" SANITARY
SEWER PRIVATE
PROPOSED 5' SIDEWALK
- -PNCP 8FR
R16.5' R30.0 PROPOSED
105 LP OF -
rcw R30.0'- 11500'
PROP. 8Iwo
,RE PROP. GRATE- ( R3 I 11 x
INLET PROP. SANITARY 1
0 SEWER
TARY R276.0' R3000 -
PROP. 6" SANITARY I EAq
SEWER PRIVATE---jI WAR I '
I
�
a my1 I
'
PROP DON
a K IYETERS
��-IO: LANOSLAPE SflBb(
RE PROP. I
FDG I m
PROPFIRE
PROPOSED BLDG. -2
(111,012 SF)
vim 1
18979 ACM (nava W)
PMT OF
FELLOWSHIP OF LAS COLINAS
(VOL.94091, PG. 1680)
(VOL 11579, PG. 1111)
���� m '���� m��� mid
---s a 1141'
JO FRONT BLOC. i-_�. AyJIP4I
�-�
I 1WMA11/W 1 Y P.GP. FA9F94/(f SEIBACN aaAlen BA3'S PROOR/VE • Ab9 WW, R15.0 - - BASSPRODR/VE
n
9.0'za'
_
50 100 150
r OF VICINITY MAP
^I WALL (NOT TO SCALE)
L-EGEr--1 0
11
I 1911
24' DRE
EXISTING
POWER POLE
a 1Wavr
ANE
I BUILDING
WATER METER
B THEL ROAD
WATER VALVE
I I WARNING M
N
C/BSON SURVEY - ABSTRACT NO_588
GSI
SINGLETON THOMPSON SURVEY - ABSTRACT NO. 1555
{{j EXISTING OVERHEAD/UNDERGROUND
MANHOLE
rs o
TRAFFIC SIGNAL CONTROL
-);ci F E a. ;;E;r uc TELEPHONE, ELECTRIC AND UNDERGROUND
rzE;
TELEPHONE BOX
FLOOD UGHT
I( 1 ens}_ O 2.00224;07) GAS AND FIBER OPTIC UTIUTIES IN THE AREA.
FLAG POLE
vo4
TRAFFIC SIGN
' I'(wIR CONTACT UTILITY 48 HOURS PRIOR TO
CONSTRUCTION AT 1-800-DIG-TESS.
IRS
19.0'
(am.)
CONTROLLING MONUMENT
5 SIDE BLDG
SETBACK
u ❑ {DQf FEU 0100
PROPERTY LINE
x
FENCE
x
PROPOSED FENCE
100 -YR FLOODPLAIN LIMITS
t No. DzmadDlmm)
PRor
O, ,..
ZONE CHANGE REQUEST
1 Z17-02 IS A REQUEST TO
I I REZONE 12.67 ACRES FROM
w
"CC" COMMUNITY COMMERCIAL
DISTRICT TO "LI" LIGHT
R1&5'•1 T \
INDUSTRIAL DISTRICT FOR
,.5'I
24
1 1
R30.D'
�
-_- R19.5' WAREHOUSE DEVELOPMENT
---s a 1141'
JO FRONT BLOC. i-_�. AyJIP4I
�-�
I 1WMA11/W 1 Y P.GP. FA9F94/(f SEIBACN aaAlen BA3'S PROOR/VE • Ab9 WW, R15.0 - - BASSPRODR/VE
n
NAML:
NUMBER:
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES
PLANNER
SHEET: 2 OF 13
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P£
1EXA5 REQ5IRATION NO. 108906
OAlE: 06107/ 2017
CASE NUMBER: SP17-08
- I
_
50 100 150
GRAPHIC SCALE IN FEET
L-EGEr--1 0
I 1911
�o
ELECTRIC METER
POWER POLE
a 1Wavr
W .ur I D
WATER METER
B THEL ROAD
WATER VALVE
IRRIGATION CONTROL VALVE
NIO
C/BSON SURVEY - ABSTRACT NO_588
GSI
SINGLETON THOMPSON SURVEY - ABSTRACT NO. 1555
MANHOLE
rs o
NAML:
NUMBER:
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES
PLANNER
SHEET: 2 OF 13
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P£
1EXA5 REQ5IRATION NO. 108906
OAlE: 06107/ 2017
CASE NUMBER: SP17-08
0 25
50 100 150
GRAPHIC SCALE IN FEET
L-EGEr--1 0
BOLLARD
�o
ELECTRIC METER
POWER POLE
Ls
UGHT STANDARD
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
NIO
FIRE HYDRANT
GSI
CLEANOUT
MANHOLE
rs o
TRAFFIC SIGNAL CONTROL
TRAFFIC SGNAL POLE
rzE;
TELEPHONE BOX
FLOOD UGHT
�.
FLAG POLE
vo4
TRAFFIC SIGN
1/2 -INCH IRON ROD
IRS
WrPACHECH KOCH' CAP SET
(am.)
CONTROLLING MONUMENT
-
PROPERTY LINE
x
FENCE
x
PROPOSED FENCE
100 -YR FLOODPLAIN LIMITS
DPROPOSED
24' FIRE LINE
NAML:
NUMBER:
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES
PLANNER
SHEET: 2 OF 13
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P£
1EXA5 REQ5IRATION NO. 108906
OAlE: 06107/ 2017
CASE NUMBER: SP17-08