Loading...
HomeMy WebLinkAboutItem 29 & 10 - Preliminary Plat DCT MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER 4i' 2 MEETING DATE: SEPTEMBER 19, 2017 SUBJECT: PRELIMINARY 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 PRELIMINARY 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: n 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) 0 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 Preliminary Plat of Lot 1, Block 1, DCT Fellowship West, Phase II." I i ui AVIATION EASEMENT / (VOL. 7385. PG. 22 20) I / ;I I ZONE "AE' PART of (SEE NOTE 2) I �J, FELLOWSHIP OF LAS 1680)COLINAS 15 SEWAGE UFT STATION 94091, PG. 1680 TRACT A dd N AND . NO, EASEMENT (VOL. ) VARIABLE WIDTH IS UI (INST. N0. D200242925) (VOL 11578, PG. 1111) DRAINAGE EASEMENT ZONED 5 (VOL 6792, PG. 996) LOT 1, BLOCK 1 I N � '-- , ,� ZOCC zo/ __5 �22��.1y_ WATER OAKS EVENT CENTER NI jlll �a� ZONE 'AE' �,5ti� f��� 526 (INST. N0. D.....532) yry N (SEE NOTE 2) 522 52r WCC EVENTS GRAPEVINE, LLC I >\ TRACT A I 5\22 / ` (INST. N0. D214203694) la L DRA NR8792. G. 996 �yh ryb ZONED CG yryN'„ IABLE WOTH (VOL. 6792. PG. 996) I 0 ry0 „ !0 28'30""EE x627.96' yi 7 ` 201.22 � l I ^ � N 8928'3L' E 349.08'� 1 -INT qMw� N 6928'JL' E JJ6.fi5' 30 BU�I�S7, A f K'41'57' E 5 451759.88• 1 I ! 7.26' rAPPROXIMATE LIMITS 1 l i f j❑ OF Cltt OF GRAPEWE 6s I PROPOSED ULTILHATE 100 -TEAR ,T FLOODPLMN PER PACHECO KOCH c�51i?s 8i cw [m m STUDY DATED 07-25-2017 I 4 DRAINAGE EASEMENT 20_F00T �WD§ PRI -(Br THIS PL. zo1z' I s 30,05,02, w 5 Ot', 18.98' I 14.36' I 10' UTILITY EASEMENT 07 EASEMENT '10'53' E \ `(INST. NO. D207195455) , �4gg8• 1 �. ZONE D L1 I SHADED s o6�40'Is• E IN�(SEE NOTE 2) ` ry 50.70' ry 15" ATER EASEMENT � I �(BY T115 PLAT) y I! DRAINAGE EASEMENT NST. N0. 0207195455) / N 00'31'30 w Im�H �I i�m a ��; " ` i 5 00'34'18' E 661".12' i I ' 81 1 130.85' LOT 5, BLOCK 2 I I S GENESIS ADDITION (INST. NO. 0207195455) I LOWEN 1920. LP / (INST. NO. D213299287) I I N• ti J ZONED CC ZONE 'AE' N (SEE NOTE 2) _--- 42L&Dz' 5 845 13.66' L7' S, l I 52 DRAINAGE EASEMENTS (INST. N0. 02043071=5) N� 52 LOT 1, BLOCK 2 GENESIS ADDITION I ; (INST. NO. D204303185) w uz* COTTONWOOD CREEK A HOLDINGS. L.P. $ (INST. NO. D205141413) z - ZONED CC 100 -YR FLOODPLAIN / EA5EMENT� (INST. NO. 0204303185)/ 5 _ 10' UTILITY EASEMENT �o ZONE "X (INST. NO. .2 SHADED (SEE NOTE 2 25'X60' ACCESS EASEMENT 53 � (INST. N0. 0204303185) 50' PRIVATE ACCESS IEASEMENT vv'(M (INST. N0. 0205048]47) - - (INST. NO D207195380) Ig L�17 St' A O'O7'07" R-11,416.66' N` L=23.62' u ---- Awa CB=S 89 02'30' W CD=23.62' ZONE 'X' Lm (SEE NOTE 2) gI I8 554 Ica 15' WATER EASEMENT BY THIS PUT) i I I// 556 OCT FREEPORT WEST PHASE II LLC I I I (INST N0. 0217098792) /s56 I� ZONED U FINISH FLOOR ELEVATIONS - 541.60' .12' S 692829 W 377.10' -flT- I S OIU9'32 W T TN 8928'29 E 503.36 O S 45'180]' E 44'41'57' E I - - 11.53'1 7.26' �J/N/ '66.91' / �h / \ S'27'59'41" EI/) S 7929'24' E •a / I LOT 1, BLOCK 1 /\ ei`3 70' 1461'1 5 {5'01 �O6' E�il.S12.676 ACRES alp 16.65' Jp m i i (560 75 SF) 7'39 W 48.75' AREA TABLE `A N 3359'36' w s .- 8.06 E TOTAL PLATTED AREA 12.878 ACRES 5 ' 66.29' �YJ 14• NET PLATTED AREA 12.878 ACRES Ica / 296'- W\ s VIIII I I I RI DEDICATION Y 0.000 ACRE 556 526 � III sD1.72' OEASEMENT b 50" W TI S 17171.432 ACRES'DEDICAON .48 3082' N 2358'35' W SJe'SY W 12.86 ,.3{' 556^/ S'1a�/N /x70'1065 12A'39'zB"M -53D I � I�S_VARIAB DTH I5552 / IX ANGATION I ZONE " 2) X" (SEE NOTE 5'A EASEMENT I e (VOL 7385, PG. yob' 2220) SA> JINI✓ / / .I 20' WIDE DRAINAGE EASEMENT or (INST. NO. D217098793 r I ZONE "X" II i (SEE NOTE 2) I> + PART OF I¢ 4 FELLOWSHIP OF LAS COLINAS (VOL. 94091, PG. 1680) R (VOL. 11578, PG. 1111) E. TRACT Nos. 5 AND 6 S 66'46'52' W JAMES GIBSON SURVEY, ABSTRACT NO. 586 II=z ZONED CC 21.36' L6 N 8325'19' W PART OF y FELLOWSHIP OF LAS COLINAS 8 (VOL. 94091, PG. 1680) 68 (VOL.11578, PG. 1111) y [2 TRACT N0. 3 an JAMES GIBSON SURVEY, q ABSTRACT NO. 1716 RMT/PJW JEC 1'>•80' AUGUST 2017 2768-17.228 ZONED LI PD -191 V I S 00'31'30" E 360.30' 1J �I 8'30" E /1 22.06' ,I 1 I I \� II I 15 SEWAGE UFT STATION I I UTILITYAND (TOL 14584. PG. FI355 55) 6 IS' WATER EASEMENT (BY THis PUT) 5 9 W _00- _ _/ J - - - -_ -_ _ 10 UTILITY ANO / -BSI 82 ' E 5 00' 071'31' E N 1 W .15' WRIER EASEMENT 536 PEDESTRIAN EASEMENT 43.9{'.94' (BY THIS PLAT) 30' BUILDING SETS _- (BY THIS PLA_ 538 5 8858'57" W 325.02' - - - L-203.00' - 342.66' 5 885457 W 662.1E Ic sry � i 538 S 88'58'57" W sA° P -.m o a 350.00 {',t� PROPOSED TURN LANE- ----- ------- - - - - - A=0'31'48" BASS PRO DR/VE R=22,96D.81' (VARIABLE WD7H RIGHT-OF-WAY) L=212.35' T-106.18' CB -S 89'14'50" W CD=212.35' ( �r LANDSCAPE SETBACK ;T. NO. 201600117181) - VARIABLE WIDTH PUBLIC ACCESS EASEMENT (INST. NO. 201600117181) S 00'22'07' W 514.62' - 24' FIRELANE EASEMENT (INST. NO. 201600117181) I. BeorI g system is based m the State Plane Coo,dh.te Stem, North American Datum of 198J (1011), Teras North Cmtro/ r as, Zme 4202. Distances sham how been adjusted to surface by 0W*9 the 7 nt County TOOT -bhotian facto, of 1.000120000. 2. Subject property Is shown on the N.6Z Flood Insurance Program Rood M- Rate Map fm Dallas County, I..s and Inca -ted Arsas, Map No. 48113COIJ5K. Canmun/ty-Pone/ No. 480170 O/J5 K, Effactiw Dote: „Uy 7. 2014. Subject property h ds shown m the Notimd Flood Msmmcs Progr- Flood insurance Rate Nap for T ant County, T.- and Mmrp-ted Areas, Mao No, 48N3=ItM Cammunfty-Pond No. 4480598 0110 K, Effective Date, September 250 2009. All of the subject Prperty is -holm to bs located M Z- 'X" and Zme AE' m s. sold mp The location of the said floodawas Is based m said map. is pp-A.W. and !s not located m the ground. Rel -t Tones ore defined m said map os fall.- Zm. AE' - Specid Flood Namrd Area Mundated by 100 -year flood: Bose Rood 0-t/ms DetermMed. Zme 'A" - Other A- Arson det-l-d to be outside Me O.ZX mmol chance flood. Zone A" (Shaded) - Other Flood Arson: Areas of 0.21 mmol chance flood; areas of IX annual chmce flood with awaeege depths of las thm I I t of with &&nage arms lass thm 1 square mge, and areas protected by /ewes hon IX annual chance flood. J. The --y abstract /Moa and city limits line ehown hereon o,e pp-imot. and oro not located m the ground. 4. The purpose of this plot 1. 1. create ms (1) lot hem Pan of an -Plotted boot of land. 5 Cantovra shown hereon vers aetoblhhed horn fe/d wan: p -formed in ,bly of 2014 and may not reflect-isting conditions. 6. The Intended /cad use is for two (2) warehouses. t!t/Y( if MAK&N LHS/ GRAPEVINE CM/ 3 9' ALUMINUM ROD WITH CAP SET. ON BELOW ACCESS COVER. ACCESS COVER IS STAMPED. 'CITY OF GRAPEVINE. MON. 3'. MONUMENT IS LOCATED AT THE INTERSECTION OF SCRIBNER AND SHADY BROOK INSIDE THE GRAPEVINE PUBLIC WORK FACIUTY. ELEV-590.51 GRAPEVINE CM/ 7 12' ALUMINUM ROD PATH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER 15 STAMPED. 'CITY OF GRAPEVINE, MON. 7 MONUMENT IS LOCATED AT TIE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DRIVE) ELLV=585.76 LOT 1, BLOCK 1 L/NE TABLE LINE BEAR/NG I LENGTH LI S 89'71'11' W 40.13' L2 S 0012'36' W 2.28' L3 S 89'30'44' W 15.88' L4 S 66'46'52' W 4.95' L5 S 62'39'53' W 21.36' L6 N 8325'19' W 17.13' L7 N 791321' W 27.98' t!t/Y( if MAK&N LHS/ GRAPEVINE CM/ 3 9' ALUMINUM ROD WITH CAP SET. ON BELOW ACCESS COVER. ACCESS COVER IS STAMPED. 'CITY OF GRAPEVINE. MON. 3'. MONUMENT IS LOCATED AT THE INTERSECTION OF SCRIBNER AND SHADY BROOK INSIDE THE GRAPEVINE PUBLIC WORK FACIUTY. ELEV-590.51 GRAPEVINE CM/ 7 12' ALUMINUM ROD PATH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER 15 STAMPED. 'CITY OF GRAPEVINE, MON. 7 MONUMENT IS LOCATED AT TIE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DRIVE) ELLV=585.76 LOT 1, BLOCK 1 DCT FELLOWSHIP 24' FIRELANE EASEMENT WEST ADDITION (INST. NO. 201600117181 (INST. NO. D201600117181) JAMES GIBSON SURVEY, ABSTRACT NO. 586, OCT FREEPORT WEST LLC (INST. N0. 201500224607) CREEK VIE W III ZONED U OWNER: 2{' EASEMENT I DRIVE T. NO. 2 VARIABLE 'METH PUBLI(INST. N0. 20160011]181)- DAL ISCOUNTY� - - - - - �_ _Lil ACCESS EASEMENT - - - - - - - - J I _ (INST. NO. 201.0.1171:1) 60' BUILDING SETBACK r -- _-6.W W_(, ST. NO_2 01600117181)_g y- -- O Eni a D N _ �an cr CI I U<O W oao mNN zo Ir �0-NZ J(D Ll v 0 30 6D 120 180 GRAPHIC SCALE IN FEET MIN/TY MAP (NOT TO SCALE) SEP 12 2011 s. BOLLARD L11 O ELECTRIC BOX 11�0 FIRE DEPT. CONN. Fw 0FIRE HYDRANT a0 FLOOD LIGHT GUY ANCHOR s;'•t, UGHT STANDARD CF-• PP W/ LIGHTPP W/ GUY ANCHOR cv11A PP W CROSS ARM LENGTH IN FEET) [uo ELECTRIC METER era TRAFFIC SIGN IT:STORM SEWER MANHOLE WATER VALVE C2) TELEPHONE VAULT XF X -CUTIN CONCRETE FOUND IRF 5/B -INCH IRON ROD W/'PACHECO KOCH' CAP SET (C.M.) CONTROLLING MONUMENT - PROPERTY UNE - - - EASEMENT UNE FENCE OVERHEAD UTILITY LINE -G- UNDERGROUND GAS UNE Zme STORM DRAIN UNE -d•WW- WATER UNE =---,, FORCE MAIN -613- EXIST CONTOUR PLANNING & ZONING COMMISSION, Date Approved: Chairman: Secretary GRAPEVINE CITY COUNCIL: Date Approved: .ua,- City Secretary. so w SHEET 1 OF 2 IS' LANDS APE SETBACK _ _ --?IN IN UTILITY EASEMENT_ 1 0 m 4 ao _ _ _ / T -�ST NO 201600718- NST. N0. 201201600117181) ,4. LO ■ �, BLOCK 1 �-o- t�acc' S 89'31'11' W 592.68' - - - - c T - •' OF DCT FELLOWSHIP WEST �tiv[-Nr �J. w i'i P.�;N�T ae.X �L, _ :- - PHASE II ,teas eexW siR_;esmA -';� - - - - - - - - - - - - - - r2,W-,xaW.W SLRIEY - SdAar Na , 5 - LOCATED IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, B ETHEL ROAD 12.878 ACRES, 1 LOT OUT OF THE JAMES GIBSON SURVEY, ABSTRACT NO. 586, (VARIABLE wRIGHT-OF-WAY) EXISTING ZONING: U PRELIMINARY OWNER: SURVEYOR /ENGINEER: /� /� w/� 7557 RAMBLER ROAD, SUITE 1400 TX 972.275.3037 aC 1�-- Qy THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY DAL ISCOUNTY� PACHECO KOCH T% REG. ENGINEEPoNG FIRM F-IN39 TX REG. NEER MIN/TY MAP (NOT TO SCALE) SEP 12 2011 s. BOLLARD L11 O ELECTRIC BOX 11�0 FIRE DEPT. CONN. Fw 0FIRE HYDRANT a0 FLOOD LIGHT GUY ANCHOR s;'•t, UGHT STANDARD CF-• PP W/ LIGHTPP W/ GUY ANCHOR cv11A PP W CROSS ARM LENGTH IN FEET) [uo ELECTRIC METER era TRAFFIC SIGN IT:STORM SEWER MANHOLE WATER VALVE C2) TELEPHONE VAULT XF X -CUTIN CONCRETE FOUND IRF 5/B -INCH IRON ROD W/'PACHECO KOCH' CAP SET (C.M.) CONTROLLING MONUMENT - PROPERTY UNE - - - EASEMENT UNE FENCE OVERHEAD UTILITY LINE -G- UNDERGROUND GAS UNE Zme STORM DRAIN UNE -d•WW- WATER UNE =---,, FORCE MAIN -613- EXIST CONTOUR PLANNING & ZONING COMMISSION, Date Approved: Chairman: Secretary GRAPEVINE CITY COUNCIL: Date Approved: .ua,- City Secretary. so w SHEET 1 OF 2 IS' LANDS APE SETBACK _ _ --?IN IN UTILITY EASEMENT_ 1 0 m 4 ao _ _ _ / T -�ST NO 201600718- NST. N0. 201201600117181) ,4. LO ■ �, BLOCK 1 �-o- t�acc' S 89'31'11' W 592.68' - - - - c T - •' OF DCT FELLOWSHIP WEST �tiv[-Nr �J. w i'i P.�;N�T ae.X �L, _ :- - PHASE II ,teas eexW siR_;esmA -';� - - - - - - - - - - - - - - r2,W-,xaW.W SLRIEY - SdAar Na , 5 - LOCATED IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, B ETHEL ROAD 12.878 ACRES, 1 LOT OUT OF THE JAMES GIBSON SURVEY, ABSTRACT NO. 586, (VARIABLE wRIGHT-OF-WAY) EXISTING ZONING: U PRELIMINARY OWNER: SURVEYOR /ENGINEER: /� /� w/� 7557 RAMBLER ROAD, SUITE 1400 TX 972.275.3037 aC 1�-- Qy THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY DCT FREEPORT WEST PHASE II LLC. PACHECO KOCH T% REG. ENGINEEPoNG FIRM F-IN39 TX REG. NEER PURPOSE AND SHALL NOT BE USED OR VIEWED OR 5310 HARVEST HILL ROAD. 7557 RAMBLER ROAD. SUITE 1400 TX REG. SURVEYING FIRM LS -10193805 RELIED UPON AS A FINAL SURVEY DOCUMENT. SUITE 270 DALLAS, TX 75240 DALLAS, TEXAS 75231 RELEASED 9/11/17. 972-235-3031 DRANK RY CNFCKED or SCALE DATE JOB MM49ER T: JOE WILLIAMSPH: CONTAPHONECT: CONTACT: JOE WILUA CONTACT: JONATHAN COOPER RMT/PJW JEC 1'>•80' AUGUST 2017 2768-17.228 OWNERS CERTIFICATE STATE OF TEXAS IF COUNTY OF TARRANT § WHEREAS, OCT Freeport West Phase ll, LLC is the owner of a 12878 acre tract of land situated in the James Gibson Survey, Abstract No. 586, Tarrant County, Texas; said tract being all of that certain tract of /and described in Special Warranty Deed to OCT Freeport West Phase IT LLC recorded in Instrument No. D217098792 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 rad with 'GOODNN MARSHALL' cop found for comer at the southwest and of a right—of—way comer clip at the intersection of the north right—of—way line of Bethel Rood/Boss 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 Coppell recorded in Instrument No. 201600117181, Official Public Records, Dallas County, Texas; THENCE, South 89 dogmas, Jl minutes, 11 seconds West, along the said north line of Bethel Rood/Vass Pro Drive and the South line of sold Lot 1, a distant. of 592.66 feet to a 1/2—inch iron rod with PACHECO KOCH' cap found,, said point being the southwest corner of said Lot 1 and the POINT OF BEGINNING; said point being in the approximate county line between Dallas and Tarrant Counties, the approximate city limit line between the City of Coppe/l and the City of Grapevine and the approximate survey abstract line between the James Gibson Survey, Abstract No. 1716, Torrent County and the James Gibson Survey, Abstract No. 586, Dallas County, OWNERS DEOFCA. STATE OF TEXAS COUNTY OF TARRANT NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT OCT Freeport West Phase 11 LCC does hereby adopt this plot of OCT FELLOMIP NEST PHASE IT 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 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 eosements as shown. Said 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 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 hove 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. '1 hove 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. THENCE, in a westerly direction departing said approximate county, city limit and survey abstract Wtness my hand this the day of __ _ 2017. lines, along the said north line of Bethel Rood/Bass Pro Drive, the following six (6) calls: OCT Freeport West Phase lI CLC, South 89 degrees, Ji minutes, 11 seconds West, a distance of 40.13 feet to a 5/8—inch iron a Delaware limited liability company rad with 'PACHECO KOCH' cap found for comer: By. OCT Industria/ Operating Partnership LP, South 00 degrees, 12 minutes, 36 seconds West, along an offfound in the said north line of Bethel Road/Bass Pro Drive, a distance of 1.28 feet to a 5/8—inch iron rod with PACHECO it Delaware limited partnership, KOCH' cop found for comer, said point being an angle point in the said north line of its Sole Member Bethel Road/Bass Pro Drive; By. OCT Industria/ Trust Inc., South 89 degrees, JO minutes, 44 seconds West, a distance of 15.88 feel to 0 5/8—inch iron a Mo )land corporation, rad with PACHECO KOCH" cap found at the beginning of a tangent curve to the left, its General Partner Along said curve to the left, having a central angle of 00 degrees, 31 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, on arc distance of 212.35 feet to a 5/8—inch iron rod with "PACHECO KOCH' cop found at the and of said curve; South 88 degrees, 58 minutes, 57 seconds West, a distance of 350.00 feet to a '+" cut in concrete found at being the beginning of o tangent curve to the right; Along said curve to the right, having a central angle of 00 degrees, 07 minutes, 07 seconds, o radius of 11,416.66 feet, o chord bearing and distance of South 89 degrees, 02 minutes, 30 seconds West, 2762 feet, an arc distance of 2362 feet to a 5/8—inch iron rod with 'PACHECO KOCH' cop found 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, Texos according to the plat recorded in Instrument No. D20430JI85 of the Official Public Records of Tarrant County, Texas; THENCE, North 00 degrees, J1 minutes, 30 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 1, Block 2, Genesis Addition, at a distance of J8241 feet passing the northeast corner of said Lot 1, Block 2, Genesis Addition and the southeast comer of Lot 5, Block 2 Genesis Addition, an addition to the City of Grapevine according to the plat recorded in Instrument No. D207195455 of said Official Public Records of Tarrant County, Texas 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 Lot 1, Block 1, 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, than continuing along the east fine of said Lot 1, Block 1, Water Oaks Event Center n all a total distance of 881.12 feet to 0 5/8—inch iron rod with PACHECO KOCH" cap found for comer' Name: Joe Williams rill,COn St-li" 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 of _ A.D. 2017 AaTary Pu>f�c, 3ia�e o7Texaa AVIGAT/ON RELEASE STATE OF TEXAS COUNTY OF TARRANT THENCE, North 89 degrees, 28 minutes, JO seconds East, departing the said west line of the WHEREAS OCT Freeport West Phase /I LLC hereinafter called 'Owner" (whether ane or more), is the owner Fellowship tract and the said east line of Lot 1, Block 1, Water Oaks Event Center a distance of of that certain parcel of land situated in the City of Grapevine, Tarrant County, Texas, being said property 62796 feet to a 5/8—inch iron rod with PACHECO KOCH" cap found for corner,' as described as shown on this plat. THENCE, South 00 degrees, JI minutes, JO seconds East, a distance of 360.30 feet to a 5/8—inch iron rod with "PACHECO KOCH" cap found for comer THENCE, North 89 degrees, 28 minutes, 30 seconds East, a distance of 22.06 feet to a 5/8—inch iron rod with PACHECO KOCH" cop found for corner,' said point being the northwest comer of said Lot 1, Block 1 DCT 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 1 OCT Fellowship West Addition and said approximate county, City limit and survey abstract lines, o 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 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, Tarront County, Texas, the Dallas—Fort Worth International Airport Board, the Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinofter called 'Cities, far 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 obove 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 Dallas—Fort Worth International Airport, to an infinite height above same, 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 2017 OCT Freeport West Phase II LLC, a Delaware limited liability company By. OCT Industrial Operating Partnership LP, a Delaware limited partnership, its Sole Member By. DCT Industrial Trust Inc., a Marylond corporation, its General Partner Signed. _ Nome: Joe Willioms Title: VP 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 same for the purposes and consideration therein expressed. Given under my hand and seal of office this day o/ A.D. 2017. aATory Pub ic, a e o Texas SURVEYOR'S CERTIFICATE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS 1, Jonathan E. Cooper, a Registered Professional Land Surveyor of the State of Texas, do hereby declare that T prepared this plot from on actual and accurate survey on the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the plotting rules and regulations of the State of Texas and the City of Grapevine. PRELIMINARY THIS DOCUMENT SHALL NOT RE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR MEWED OR REUEO UPON ASA FINAL SURVEY DOCUMENT. RELEASED 9/11/17. Jonathan E Cooper Registered Professional Land Surveyor No. 5369 jcooper®pkce-coin STATE 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 sea/ of office this __ day of - A.D. 2017. wry ub of Texas OWNER: SURVEYOR / ENGINEER: OCT 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 SHEET 2 OF 2 PRELO 1CH&HY 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 1557 RAMBU:R ROAD, SUITE 1100 jJP_a_c_ffe__c_o__#1_o_c_h TX REG. EENENGINEERING 2 - NEERING FIRM F1N39 7X REG. SURVEYNG FIRM LS -10193805 BRAWN BY CASOZB BY SCALE BATE ✓08 ARA" RMT;; JEC NONE AUGUST 2017 2768-17.228