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Home My WebLink AboutORD 2015-005I PIT V I ON to] VkJ: 4 8 1 1-1: a• SUBJECT: CONDITIONAL USE REQUEST CU19-32; LOT 1AR, BLOCK 1, THE GATEHOUSE IN GRAPEVINE Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU14-45 (Ord. 2015-05) approved at the January 20, 2015 meeting for the addition of a chapel, mail kiosk, community center deck and additional parking, specifically to allow for a security guard building, and take any other action necessary. I Conditional Use Request CU12-33 (Ord. 2012-39) in conjunction with Zone Change Request Z12-10 (Ord. 2012-38) and Planned Development Overlay PD12-06 (Ord. 2012-40) were considered and approved by City Council at their August 21, 2012 meeting to allow for a 49.49-acre development of a nonprofit institution to be utilized as a women's shelter on the subject site. Conditional Use Request CU14-45 (Ord. 2015-05) was considered and approved by City Council at their January 15, 2015 meeting to allow for the addition of a 1,683- square foot chapel, mail kiosk, community center deck and additional parking on the subject site. The Site Plan Review Committee at the March 8, 2017 meeting approved Conditional Use Request CU 17-04 to allow for a decrease to the area of the subject site, 2.49 acres from 49.49 acres to 47.00 acres. The 2.49-acre site was to allow for the development of a day care. The day care has developed. With this request the applicant proposes add a manned security guard building to provide increased security for the women's shelter. The proposed 134-square foot guard building is proposed to be located between an existing controlled access gate and approximately 622 feet north of the main driveway entrance adjacent to Westport Parkway. The building will be manned 24 hours on Friday and Saturday and from 8:00 p.m. — 4:00 a.m. Sunday through Thursday. To accommodate the guard building a new sidewalk and new pavement will be added adjacent to the site. No additional changes are proposed to the subject site. /at 0AZCU\CU19-32Asprc 11� UNITS EXISTING 4cre 47.00 Site!Total Area Sq. Ft. 2,047,550 01 Coverage' '*6 SPOM Buildi Covera e Sq. Ft. 84 168 X. of Site 4.11 X Sq. Fi. 40,036 Lo L 1 -/ lDr es C ——S —96 Sq. I'l 194,971 X Of Site 9.52 X a Sq. A . 1 319,175 of Sq.File 1, i�8,,375 X of Site 84,417. F.A.R. Sq. Fl- 132,141 7. of Site 6.45 Z Density; Density Unit/Acre 2.04 LBedroom Units 6, �s 48 2 Bedroom Units Units 32 3 Bedroom Units Units 16 Parking � §',�pok,, Spaces 1 310 :Told Parking Provided (H.C. Included) ! 1, 12 H.C. ace A 1 10 Spaces 1 310 LOT 1, BLOCK I FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION D209260320 P.R,T.C.T. PARCEL 7 1 - -,- STREET RIGHT -OF -WAY -'TO CITY OF GRAPEVINE, TEXAS D205288778 D.R.T.0 T . PARCEL 6 STREET RI GHT- OF-V CITY OF GRAPEVINE, D205161588 OR.T.C.T. PARCEL 5 STREET RIGHT-OF-WAY TO CITY OF GRAPEVINE, TEXAS D2051 61587 D.R,T.C.T LOT IR2, BLOCK 1RI CLASSIC HUMMER ADDITION D210164132 P.R.T.C.T A GUARD WILL BE STATIONED AT THIS FACILITY: SUNDAY — THURSDAY 6PM — 4AIv 24 HOURS ON THE WEEKENDS ALL MEETS AND BOUNDS LENGTHS REFERENCED WITH AN 'L' DESIGNATION ARE LOCATED IN THE APPROVED PLAT LINE AND CURVE TABLES z U' GRAPHIC SCALE I 0 100 200 300 GN 45 - F�' �-, WE VICINITY MAP PLAN ORIENTATION MAP MASTER SUE PLAN AT TBE GATEHOUSE IN GRAPEVINE LOT 1A, BLOCK I osvBEING APPUCAW/OWNER- PREPARED BY: 47.00 Acres (300DWINI SrrUAIN nM HAL L I J.B. AFTM THE Y SURVEY 1510 POST OAK PLACE ABSTRAC!T NO. 530 VVESTLAKE. TX 76262 (817)-437-7777 CIVIL ENGINEERS — PLANNERS — SURVEYORS AND THE JAMES CATES SURVEY CONITACT'11SARM 2405 MLwwg Drtm, Grapemm, Texas 76051 Metro (817) ABSTRACT NO. 315 CONTACT: MATTHEW BAACW- P.E. CITY OF GRAPEMNE, TARRANT COUNTY, MLALS WasTING ZONING- CC EXISTING USE: WOMEWS SHE CASE# CU19-32 OCTOBER. 2019 SBEET 1 EXISTING DRIVE GATE m z m oRAPHI,'� K*E r~m� VICINITY MAP CONCRETE GRASS 0 Lq GUARD HOUSE Ln TO EXISTING 26.413 DRIVE ,EXISTING CONCRETE EXISTING STREET LIGHT EXISTING KEY PAD FOR GATE ENTRY T0 BE RELOCATED zi TRAFFIC DIRECTION —/ DlTEN SION CONTROL SITE PLAN AT THE GATEHOUSE IN GRAPEVINE LOT IA, BLOCK 1 PREPARE D BY: 47.00 Acres EXISTING ZONING: CC 16" EVES 4AWL - Pilimplizimmim 3Y 4049 DOOR FIXED Y-8" 17-4 2 4 49 FIXED 14'— ;4) FIXED GATE HOUSE - PLAN VIEW NfTf ; i01- ma- I I - I CAST Ll� Q 8 W -4 BORDER ALL WINDOWS AND DOOR GATE HOUSE - ELEVATION VIEW NOTE, PERCENT MASONRY WILL BE A MINIMUM OF 807. on% � N WE BORDER ALL BELOW EVES NATURAL STONE EXTERIOR.] r`gARICBITECTURAL DETAR-S fM. A . T . T . WW .1 J. . A . A . M ft�-- 1-1.1 ................. AT THE GATEHOUSE IN GRAPEVINE ss LOT IA, BLOCK I APP11CANVOWNER: BEING PREPARED BY: 47.00 Acres SnUATM GOODWIN! IN THE MARSHAJ-L i THE J.B. FAY SURVEY 1110 POST OAKPLACr ABSTRACT NO. 530 WESTLAKE. TX 7a282 (81 7)-437-rrr7 CMS ENGINEERS — PLANNERS — SURVEYORS AND THE JANMS (`AYES SURVEY CUT NTACP LISA ROSE 2405 Muat�g Drive, Grape0m, lre� 7W51 Metro (817) 329AM ABSTRACT NO. 315 CONTACT: MATTHSN aAACKE, P-E CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS EXISTING ZONING: CC EXISTING USE: WO SHELTER CAS E# CU19-32 OCTOBER, 2019 SHEET3 ALBERT TRIPLETT, PLANNER DATE: MARCH 8, 2017 SUBJECT: CONDITIONAL USE REQUEST CU17-04; LOT 1AR, BLOCK 1, THE GATEHOUSE IN GRAPEVINE Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU14-45 (Ord. 2015-05) approved at the January 20, 2015 meeting for the addition of a chapel, mail kiosk, community center deck and additional parking, specifically to extract a 2.49 acre portion of the lot for use as a day care, and take any other action necessary. BACKGROUND INFORMATION Conditional Use Request CU12-33 (Ord. 2012-39) in conjunction with Zone Change Request Z12-10 (Ord. 2012-38) and Planned Development Overlay PD12-06 (Ord. 2012-40) were considered and approved by City Council at their August 21, 2012 meeting to allow for a 49.49 acre development of a nonprofit institution to be utilized as a women's shelter on the subject site. Conditional Use Request CU14-45 (Ord. 2015-05) was considered and approved by City Council at their January 15, 2015 meeting to allow for the addition of a 1,683 - square foot chapel, mail kiosk, community center deck and additional parking on the subject site. With this request the applicant proposes to decrease the area of the subject site 2.49 acres from 49.49 acres to 47.00 acres. The 2.49 acre site is proposed to allow for the development of a day care. A site plan for the day care is currently being reviewed and can be administratively approved as a permitted use within the "CC" Community Commercial District. No additional changes are proposed to the subject site. /at 0:2MCU 17-04.4sprc I ui Ul LU ID cl W r a) uj .a > < Lu Or cr) LLJ (1) 00 CL Lu cc > Q0 MI C-) cc < LJ ry LLJ co x U-1 (0 CL N Fr m uj -iZ M < LLJ 0 Ld -C 71 z W ;I- w 0 < 0 w> LJ -J C) 0 Li- Z CC ZD C) w 00 ui N C' m < U— 0 0 Z uj 0 cr < ui UJ W CO > 2E < z z CL D- < n Di w U') to r) < < 0 Uu< < Lu U) W�f w Ul LU ID cl W Lu Or 7. MI C-) cc U-1 (0 CL TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: RON STOMBAUGH, ASSISTANT DIRECTOR DEVELOPMENT SERVICES DATE: AUGUST 5, 2015 SUBJECT: CONDITIONAL USE REQUEST CU15-32; LOT 1, BLOCK 1, GATEHOUSE IN GRAPEVINE ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU14-45 (Ord. 2015-05) approved at the January 20, 2015 meeting for a non-profit institution utilized as a women's shelter, specifically to allow for the addition of a 5,000 square foot storage building, and take any other action necessary. The subject property received a zoning change (Z12-10) as well as conditional use permit (CU12-33) and a planned development overlay (PD12-06) at an August 21, 2012 meeting. Specifically nearly 58 acres was rezoned from "LI" Light Industrial District and "BP" Business Park District to "CC" Community Commercial District for the development of a non-profit oriented women's shelter. The conditional use permit was necessary to allow for the non-profit to operate within the "CC" Community Commercial District and the planned development overlay allowed for reduction in the building separation requirement and to allow residential uses with the district. At a subsequent meeting on January 20, 2015, the site was amended (CU14-45 and PD14-03) to allow for the addition of a chapel, mail kiosk and additional parking at the women's shelter. With this request the applicant is requesting the addition of a 5,000 square foot (50' x 100) storage building to the site on the northern side of the property to be utilized for the storage of equipment and other items associated with the shelter. /rs 0AZCU\CU 15-32.4sprc I I tti 0 c� tis 0 70 C 0 0 TH 0 CU a) E UJ C3 CN i n 0 11 FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA ` FLOOR GROSS AREA FLOOR GROSS ,AREA FLOOR GROSS AREA 1 2,042 SF 1 2,400 SF 1 3,292 SF 1 2,400 SF 1 2,237 SF I 1 4,791 SF 1 9,940 SF 1 1,659 SF 2 1,926 SF 2 2,295 SF 2 1,982 SF 2 1,926 SF I TOTAL 3,968 SF TOTAL 4,695 SF TOTAL 5,275 SF TOTAL 4,326 SF TOTAL 2,237 SF TOTAL 4,7 -CITYLEGAL DESCRIPTION GENERAL NOTES BASED ON THE CODE OF ORDINANCE CITY OF GRAPEVINE, PROPERTY DESCRIPTION 1. THE PROPERTY IS CURRENTLY ZONED AS LIGHT INDUSTRIAL WITH REQUEST TO TEXAS (SECTION 22) R -MF MULTIFAMILY DISTRICT REGULATIONS CHANGE THE ZONING TO "R -MF" WITH PD -OVERLAY. r No. 54 and the J. B, "- r areal of land f the JamSurvey,Abstract No, 315 the C. Clanton Serve Abstract 3MULTIFAMILY DWELLING All that certain lot, tract, o p , part o h es Cates y, A _KNITTED USES: Fay Survey, Abstract No. 530, situated in the City of Grapevine, Tarrant County, Texas, and being part of that remainder of called 139,85 acre first 2. ALL REQUIREMENTS OF SECTION 22, MULTIFAMILY DISTRICT SHALL BE MET — tract, part of that remainder of called 6 acre second tract, and part of that remainder of called one acre third tract described in a deed from G. O. B ACCESSORY USES: B(7) SCREENED GARBAGE STORAGE Swenter and wife, Helen Elizabeth Swenter to 3, ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET. SECTION REQUIREMENT PROVIDED A. C. Stone recorded in Volume 2009, Page 23 of the Deed Records of Tarrant County, Texas (DRTCT) on .June 15, 1948, being part of that remainder of called 31.66 acre second tract described in a deed from Cal Estill and wife, Heyde W. Estill, at al to A. C. Stone recorded in Volume 4, ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUI'REMENT'S SHALL {1)c MAX DENSITY = 20 MIN. ACRE 2.09 ACRES 2029, Page 374 (DRTCT) on September 9, 1948, being art of that remainder of called 5.3 acre second tract described in a deed from Guion GreggE MET. co _3 {2) LOT SIZE = 2 ACRES MIN. 49.49 ACRES _ 9 t } p N g la gg F� c or o and wife, Jewell Greggo A. C. Stone and wife, Audra Lora Stone recorded in Volume 2458, Page 393 DRTCT on Jul 30, 1952, being art of USAN SPACE - zo,1 86 i° gg y g (DRTCT) y g p JJ MIN. USABLE SPACE = 11,3% 125% that remainder of called 2,526 acre tract described in a deed from John W. Quenichet and wife, Oburn B. Quenichet to Mary Stone Myers, 5. ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. _._F(4) MAX BLDG. COVERAGE = 50<, 4% n P 42 (DRTCT) on May 4 1998 and Individually and as Independent Executrix of the Estate of A. C. Stone, et at recorded ,n Volume 13210, age 0 ( C) y F E {} MAX. !MPFrt`/loos AREA - rs /° 14% beingall of Lot 3, Block 4 of Stone Myers Business Park recorded in Cabinet A, Slide 12070 of the Plat Records of Tarrant County, Texas PRTCT 6, ALL DUMPSTERS SHALL BE SCREENED BE SCREENED IN ACCORDANCE WITH w _ y ty, { } F(6) MIN FLOOR AREA MIN. FLOOR AREA PROVIDED and being more completely described as follows, to -wit: SECTION 50.3.3. SECTION 50.3.3 REQUIRES ALL SOLID REFUSE DUMPSTERS TO BE w F(e)a EFFICIENCY UNIT = 600 SQ FT, N/A VISUALLY SCREENED BY SOLID WOOD FENCE OR WALL ONE FOOT ABOVE THE F(6)b ONE BEDROOM = 75o sQ FT ." COMMENCING at a 112" capped iron rod found stamped "T.Q. Burks 5509" at the North corner clip of the East right-of-way line of Stone Myers REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT ON ALL SIDES (EXCEPT THE _ F{6)c TWO BEDROOM = 990 SQ FT.. Parkway (75' R.O.W.) and the North right-of-way line of Westport Parkway (75° R.O.W.) said point being the most westerly Southwest corner of Lot SIDE USED FOR GARBAGE PICKUP), SUCH SIDES SHALL NOT BE REQUIRED TO BE F(6)ci THREE BEDROOM = 1,000 SQ. FT. 1, Block 4 of said Stone Myers Business Park; THENCE with the North right-of-way line of Westport Parkway and the South line of said Lot 1, SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE z G(1) FRONTYARD = 40 FT, MIN 40 FT. MIN. Block 4 the following two courses; South 36 deg. 29 min, 48 sec. East, a distance of 26.18 feet to a 1/2" capped iron rod found stamped FROM A RESIDENTIAL ZONE DISTRICT. o G(1; REAR YARD = 30 FT. MIN, W 30 FT. MIN. "T.Q. Burks 5509" for the East corner clip of Westport Parkway; South 85 deg. 36 min. 49 sec. East, a distance of 193.61 feet to a 1/2` capped iron G w 1s e(1) SIDE YARD = 20 FT. MIN. 20 FT. MIN. rod set for the Southeast corner of said Lot 1, Block 4, said point being the POINT OF BEGINNING; T ALL LIGHTING MUST COMPLY WITH SECTION 55 OF THE GRAPEVINE ZONING < � G(? ,3 LOOT WIDTH =zoo FT. MIN Sas FT. ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT FIVE (5) z G(11) LOT DEPTH = 200 FT. MIN 16`11 FT. THENCE North 01 deg. 14 min. 43 sec. East with the East line of said Stone Myers Business Park, a distance of 770,67 feet to a point for corner in FEET ABOVE GROUND, MEASURED AT ALL PROPERTY LINES, PHYSICAL TESTING OF WHEN R -MF DISTRICT IS N/A lake for the Southeast corner of Lot 3, Block 4 and the Northeast corner of Lot 2, Block 4 of Stone Myers Business Park; ILLUMINATION LEVELS BUST BE PERFORMED TO VERIFY COMPLIANCE WITH <[ V) LOCATED ADJACENT TO PHOTOMETRIC STUDY DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING � � LU Z EXISTING OR ZONED THENCE South 87 deg, 04 rain. 44 sec. West with the South line of said Lot 3, Block 4, the North line of said Lot 2, Block 4, a distance of 252.87 DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY WILL BE I � < F RESIDENTIAL DISTRICT OF H ^� H LOWER DENSITY: ALL. feet to 112" capped iron rod set for the Southwest corner of Lot 3, Block 4, the Northwest corner of Lot 2, Block 4, and in the East right-of-way line PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. iii _J !� � STRUCTURES SHALL BE of Stone Myers Parkway, from which a 112" capped iron rod found stamped "AZ&B" bears South 35 deg. 55 min. 36 sec. East - 0,66 feet; u-. 0 8. ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO n W SETBACK 40 FT. MINIMUM THENCE North 00 deg. 55 min, 31 sec. East with the West line of said Lot 3, Block 4, the East line of Parcel 4 in a street right-of-way dedication CHAPTER 23, SECTION' 23,6 THROUGH SECTION 24.69 F THE GRAPEVINE 'CODE OF I m FROM ADJOINING PROPERTY recorded in Document No. D205288779 (DRTCT), and the East right-of-way line of Stone Myers Parkway, a distance of 819,42 feet to a 1/2" ORDINANCES SHALL BE MET. THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN' UNE. capped iron rod set for a Point of Curvature of a circular curve to the right having a radius of 912.50 feet, a central angle of 31 deg. 51 min, 20 sec. REQUIREMENT. ! I(1) PRINCIPAL STRUCTURES z STORIES AT 35 FT. MAX. = 2 STORKS AT 3 FT. MAX. and being subtended by a chord which bears North 16 deg, 51 min. 11 sec. East, 500.83 feet; 9. A TYPICAL PARKING SPACE DIMENSION IS 9X18 FEET AND PARALLEL, PARKING i I g a accEsso v sTRUCTU s TRASH = } STORY Ar s�F; (x uJ THENCE in a northeasterly direction with said curve to the right and with the East right-of-way of Stone Myers Parkway, a distance of 507,34 feet to DIMENSION IS 8X22 FEET. DLU {2 1 STORY AT 15 FT. MAX. a 112" capped iron rod set; SHALLBE PROVIDED !N 10, THE MINIMUM DRIVING LANE WIDTHS 1N ALL PRIVATE PARKING LOTS FOR ACC C)RDANCE AlITH SECTION THENCE North 32 deg. 46 rain, 51 sec. East tangent to said curve and with the East right-of-way line of Stone Myers Parkway, a distance of 90 -DEGREE PARKING IS A MINIMUM OF 24 FEET: x3 312.78 feet to a 1/2" capped iron rod set at the location of a previously found DFW Airport Monument now obliterated, said point being in the / i i t 6�RTIAEN T s = 2.0 PER 3J01 SPACES PER DRIVELLING UNIT t t ,, „, RED OFF-STREET I zt, AND DRIVES, VEHICLE AUTOS DVFELLING UNIT Southwest Ilse o3 City or Fore Worth tract one recorded In Volume 5680, Page 345 (DRTCT}, from which a 1i2 Iron rod previously found now 11, ALL REQUI OFF STREE I PARKINU AND LOADING (AUTOS, d West - 4 TRUCKS TRAILERS BOATS. ETC. SALES. DISPLAY AREAS ANI-) OUTSIDE T SIDE STORAGE obliterated bears North .6 deg: 0O rain. '12 sec. W.,s{ 18..5 feet; , } ' -NQ OFF-STREET PARKING PROVIDED AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM S T ANDARD EQUIVALENT I w SHALL BE LOCATED CLOSER . :.j 3 Y it .. a , � CONCRETE WITH N � INCHES t : E GAGE MESH WIRE OR INCH C REE LAB IT 6 INCHES OR 6 Irk II ,. 10 FTTO ANY THENCE South 46 deg. 00 ruin. 12 sec. East wrttr th,Srautf invest line of said City of Fort Worth tract, a distance of 1, 2u feet to a 112 capped TO 4 1 C Of __ _ ADJACE NT PROPERTY LINE R S J 1-- J - � � INCH HOT MIX. ASPHALT CONCRETE OVER. 6 INCH C�,6J_.hED ROCK BASE. T Iron rod set for the Northwest �rrier of Lat.`I, ..Block 1 of A. �,. Stone North (Lazy &Stone Myers) recorded !n Document No. Dz10239707 (PRT�,T , A 2 C ' c r� NO OFF-STREET PARKING SHALL BE ALLOWED IN THE THENCE South 21 deg. 41 min. Oft sec, West with the West line of said Lot 1, Flock 1, a distance of 103.89 feet to a 1/2" capped iron rod set; 12, MECHANICAL EQUIPMENT SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN � a FRONTYARD. ACCORDANCE WITH SECTION 50 OF GRAPEVINE CGDE OF ORDINANCES. _. 4 _ COMMUNITY CENTER 63 PROVIDED THENCE South 85 deg. 54 min. 23 sec, West with the West line of said Lot 1, Block 1, a distance of 77.24 feet to a 112" capped iron rod set; ! J 1 SPACE PER 300 SQ FT, + 5 13. ALL DIMENSIONS ARE TO THE FACE OF THE CURB UNLESS OTHERWISE NOTED. 38 SPACES REQUIRED THENCE South 30 deg. 57 min. 49 sec. West with the West line of said Lot 1, Block 1, a distance of 82.00 feet to a 1/2" capped iron rod set; ( CHAPEL 21 PROVIDED 14, ALL CURB RADII' ARE 2'-0" TO FACE OF CURB UNLESS OTHERWISE NOTED. I J 1 SPACE PER 3 SEATS THENCE South 44 deg. 59 min. 59 sec. East with the West line of said Lot 1, Block 1, a distance of 41.98 feet to a 1/2" capped iron rod set; ; 18 SPACES REQUIRED 15, ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE M(1 } MASONRY REQUIREMENTS PROVIDED THENCE South 03 deg, 02 min. 06i sec, East with the West line of said Lot 1, Block 1, a distance of 68.33 feet to a 112" capped iron rod set; SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. � PER SECTION 54 - 80�t OF EXTERIOR WALLS, EXCLUDING DOORTHENCE South 59 deg. 3 min, 17 sec. West with the West line of said Lot 1, Block 1, a distance of 248,11 feet to a 1/2" capped iron rod set, 16, ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH IN EW CONSTRUCTION j BE CO AND WINDOWS SHAD. � pp j BE CONSTRUCTED OF BRICK SHALL BE LOCATED UNDERGROUND. i STONE FIBER CEMENT BOARD. THENCE South 01 deg. 04 min. 48 sec. West with the West line of said Lot 1, Block 1, a distance of 10.65 feet to a 1/2" capped iron rod set; i OR OTHER MASONRY OR 17. ALL EDGE OF PAVEMENT SHALL HAVE A 6" CONCRETE CURB UNLESS NOTED I MATERIAL RI EQUAL THENCE South 00 deg. 18 min, 53 sec. East with the West line of said Lot 1, Block 1, a distance of 177,31 feet to a 1/2" capped iron rod set in the OTHERWISE (MUCH OF THE ROAD NETWORK DOESN'T HAVE A CURB; SEE PLAN). CHARACTERISTICS. North line of Lot 3, Black 1 of Westport Business Park recorded In Cabinet A, Slide 4715 (PRTCT); M(2) CENTRAL AIR CONDITIONING CENTRAL AIR CONDITIONING 18, REFER TO PRELIMINARY PLAT FOR PROPOSED GRADING AND REPRESENTATION OF UNITS SHALL BE LANDSCAPED UNITS ARE LOCAT ED INSIDE THE MECH AND SCREENED FROM VIEW IN ROOMS AT THE SIDE. OF EACH DWELLING THENCE South 89 deg. 41 min. 07 sec, West with the North line of said Lot 3, Block 1, a distance of 105.07 feet to a P.K. Nall in the West base of EXISTING SITE CONDITIONS. _ ACCORDANCE WITH SECTION 50, UNIT AND SCREENED ACCORDINGLY. a fence corner for the Northwest corner of said Lot 3, Block 1 and the Northeast corner of said remainder of called 2,526 acre tract; �' M(4) MAX. BUILDING LENGTH PROVIDED 19. REFER TO PRELIMINARY PLAT FOR. THE LOCATION OF EXISTING WATER COURSES, ., WITHOUT HORIZONTAL AND THENCE with the West line of said Lot 3, Block 1 and the East line of said remainder of called 2,526 acre tract the following 9 courses; DRAINAGE FEATURES, FLOODWAY AND DRAINAGE EASEMENTS, � VERTICAL BREAK OF AT South 03 deg. 27 min. 39 sec. West, a distance of 97.14 feet to a 22" Post Oak, t II LEAST 3 FT. - s0 FT. South 00 deg. 09 min. 21 sec. West, a distance of 105.65 feet to a 22" Post Oak; 20. REFER TO PRELIMINARY PLAT FOR LOCATION AND SIZE OF EXISTING AND !� :D M(5) NO BUILDING WITHIN 15 FT TO PROVIDED South 06 deg. 30 min. 32 sec. East, a distance of 77.33 feet to a 17" Post Oak; PROPOSED STREET RIGHT-OF-WAY AND ALLEYS WITH LOCATION OF ALL STREET 0 EDGE OF ANY OFF-STREET LL!South 01 deg. 51 min, 13 sec. West, a distance of 38.74 feet to a 20" Post Oak; MEDIANS AND INTERSECTIONS ADJACENT TO THE AREA OF REQUEST. PARKING, VEHICULAR USE: OR g STORAGE AREA. South 01 deg. 20 min, 22 sec. East, a distance of 48.69 feet to a 15" Post Oak;_._ _._-._.-............. South 05 deg. 31 min. 4 sec. West, a distance of 21.16 feet to a 15" Post Oak; 21. REFER TO THE PRELIMINARY PLAT FOR LOCATIONS AND SIZE OF EXISTING AND 1 M(6) MINIMUM DISTANCE BETWEEN 23 FT. ANY 2 BUILDINGS = 20 FT OR South 02 deg. 42 min. 31 sec. East, a distance of 80.98 feet to a 12" Post Oak; PROPOSED WATER AND SEWER PUBLIC UTILITIES ON AND ADJACENT TO THE SITE i THE HEIGHT OF THE BUILDINGS South 00 deg. 53 min, 07 sec. West, a distance of 89.64 feet to a 24" Post Oak; AND FIRE HYDRANT LOCATIONS. ' WHEN 2 STRUCTURES ARE 78 FT. South 00 deg. 58 min. 48 sec, East, a distance of 125.70 feet to a 1/2" capped iron rod set ARRANGED FACE-TO-FACE OR for the Southwest corner of said Lot 3, Block 1, in the North right line of 22, REFER TO PRELIMINARY PLAT FOR EXISTING AND PROPOSED SURFACE AND BACK -To -BACK, THE MINIMUM g y i DIS T ANCE SHALL BE 50 FT. Westport Parkway, from which a 112" capped iron rod found stamped "AZ& " bears SUBSURFACE DRAINAGE FACILITIES, INCLUDING CULVERTS, DRAINS, DETENTION MEASUREMENT DOES NOT North 67 deg. 11 min. 14 sec. West - 0,83 feet; PONDS, SHOWING SIZE AND DIMENSION'S OF FLOW, INCLUDE BALCONIES. RAILINGS, OR OTHER ARCHITECTURAL THENCE North 58 deg. 38 min. 41 sec, West with the North right-of-way line of Westport Parkway, a distance of 95,32 feet to a 112" capped iron FEATURES. rod set for a Point of Curvature of a circular curve to the left having a radius of 737.50 feet, a central angle of 26 deg. 58 min. 08 sec. and being M(7) OFF-STREET PARKING AREAS 59 FT. subtended by a chord which bears North 72 deg, 07 min, 45 sec. West, 343.94 feet; SHALL NOT BE CLOSER THAN 10 FT. TO ANY ADJACENT PROPERTY LINE. THENCE in a northwesterly direction with said curve to the left and with the North right-of-way line of Westport Parkway, a distance of 347.14 feet T to a 1/2" capped iron rod set, from which a 1/2" capped iron rod' found stamped "AZ&B" bears South 46 deg. 55 min. 21 sec. East - 0.39 feet; THENCE North 85 deg. 36 min. 49 sec. Test tangent to said curve and with the North right -ref -way line of Westport Parkway, a distance of 538,78 feet to the PLACE OF BEGINNING,containing 2,381,801 square feet or 54.679 acres of land. r1 N 91 SF TOTAL 9,940 SF -SITE SUMMARY TOTAL SIT AREA: 49.49 ACRES (2,156,034 SQ. FT.) DENSITY = 2.09 UNITS PER ACRE 1 BEDROOM UNITS = 48 2 BEDROOM UNITS = 32 3 BEDROOM UNITS = 16 TOTAL O. OF UNITS = 96 LOT COVE AGE / OPEN SPACE: BUILDING COVERAGE = 4,10% (89,168 SQ. FT.) SI EWALKS COVERAGE = 1.86% (40,036 SQ. FT.) 0 DRIVE COVERAGE -= .410 194 971 S . _FT. S (� 9 0 Q _ TOTAL IMPERVIOUS COVERAGE = 15.04% (324,175 SQ. FT.) _ OPEN SPACE = 84.96% (1,831,859 SQ. FT.) F.A.R. = 6.26% (135,141 SQ. FT.) PARKING ROVIDED: SURFACE PARKING = 310 SPACES TOTAL ARKING PROVIDED = 310 SPACES _. (3.01 S CES PER UNIT) (INCLUDES 12 H.C. VAN ACCESSIBLE SPACES) SYMPOL LEGEND BLDG 1 BUILDING DESIGNATOR 22 DWELLING UNIT TYPE HANDICAP PARKING SPACE N NOTE #1i OFF-STREET LOADING IS NOT REQUIRED RESIDENTIAL US NOTE #2` REFER TO L111 FOR LANDSCAPE REQUIREMENTS. 0 FLOOR 1 r # # #i# CITY OF GRAPEVINE SIT PLAN I EVIE +1 ICOM IITTEE APP�r'D ,_ .. , DENIED CASEs if 0 - J ' F p � I r'n� l IVSD ORDINANCE #� I � r�� DATE ?AbI. 15, -J, PL Ni',JER DATE. PLANNING AND ZONING COMMISSION date -time: 7/30/2015 2:41 PM .....v �......:: 7 �. CALCULATIONSSITE NOTES AND L>u Of 0 r- 0 06 CLE u1i UJ UJ < SC L r" Z l-- < Z Uj F- F�-- � CD luw,i LU CL l-- C�}cr- N 0 0 date -time: 7/30/2015 2:41 PM .....v �......:: 7 �. CALCULATIONSSITE NOTES AND L>u Of 0 r- 0 06 CLE u1i UJ UJ < U-1 _J r" Z l-- < Z Uj F- � CD U)0- CL l-- C�}cr- N 0 0 onsumawmm a c C - cv E ,c� CZ co LID 11J — t2 -- c� 0 I as �. E �- E co D Cn t-- LJJ i�f-0 O Z 00 a Z r-- a E 0.1p p7 p _ LD rz C 00 0 Lo U_ LJJ 00 Issue for Construction Project o: 12149.0 Issue Date: 7/6/2015 Rev. Description Date date -time: 7/30/2015 2:41 PM .....v �......:: 7 �. CALCULATIONSSITE NOTES AND 10 N 0 / / - "" i jf J/4 % lb . . . ...... . . . . . . .... . , . ... ... . . . .... . . .... . . . . . . . . . -, . .... ............. . .... . ... . . . . . . 0 LOT 4, BLOCK 1 . . . . . . . .. . .. . .. VEHICULAR .... . . . . . . . EXIT GATE, SEE 3/AS106 .... . ...... f LOT 3, BLOCK I A� z / /xv LOCATE FACE OF FENCE Y/ COLUMNS A MIN. OF 6" /,Z/ 11417 jw' FROM PROPERTY LINE, , YZ�� TYPICAL, 2/AS105 'j/ 37,32' OURT EF'ER HA A 76, SHEET fffi Y W'Wi 01 10 `Zkit 5 1 q, JIMU moAi, . ..... ....... 4, OMM U, I i i i Milli LOT 2AR, BLOCK 1 'Ili III i Will! d iflili MR! lou I 1/A5106 MATCH LINE 4 5 MEN= Esmossnu ffloommmm ommolow offinmEw SLEEVE RAMP LEEV NEW CURB AND SIDEWALKS-- -\ 117 r0 ADDITIONAL CHAPEL PARKING - 114 ——VEHICLJLAR ENTF b GATE, SEE 2/AS 1 14 ;pl - .... .... ... SECURITY ENTRANCE PLAN SEE 41AS106 LOT 2, BL C' C� 4 lk MAILBOX LOCATION, STONE NTE'j S BLJ$�INESS ..... ..... 41 PARK SEE 4/AS 106 DUMPIER t E NCLOSIRE 01 C) A R, DECK J` LOT 1, BLOC/4 STONE MY _E RS BUSINESS FTI PARK XX I 4 ------- PROPOSED IRRIG?%TION M -E 4- POND EXISTING POND SLEEVE EXISTING.._._.. (D T FENCE 2 X F_ 7 77E-7� ZU_ _J 6 4 y iap WESTPOR 1' P ARKWA h, P LJJ 0 0 LEGEND 1-t Lu 00 EXISTING FENCE Z z IRRIGATION SLEEVES (4" 0 DIA z 00 SCH 40 PVC & 2" WIRE SLEEVE)pp 4- (N 00 CL (D Q >< co MASTIE R SITE PLAI'd + 0 u - U) cn r-1 0 1 001-c" 200'-0' 3001-011 off -o"! > qt 0 Lu U) +6 T_ 0 00 3. 0 c ry in LL- I.— -C 1110 ........ . ... 1 C/) 0 z M LEGEND EXISTING FENCE IRRIGATION SLEEVES (4" 0 DIA SCH 40 PVC & 2" WIRE SLEEVE) womm 0 M unmoom ElffiffiEffin wxmmsm AsuslEffm SMENNEW MEMENAM rl--'\ MASTER SITEPLAN 1 �O6 0 1001-01, 200'-0" 300"-0" 1 100Y4' 2 N RINSD ORDWANC-1E # 5 DAM— to 'Ll LA date -time: 7/30/2015 2:39 PM MASTER SITE PLAN 10 xxo CL IX LO LU C) Lli 0 t -- U) UJ UJ (1) ZD C F_ U_ Ui 0 U) Cl) rrl C�j Ld CL Wd ac L'i < LLJ z L0 d LO L.LJ > (0 Ix UJ UJ M m 0 UJ z 00 UJ cr-, W UJ cc Z U I UJ __J -J I- < UJ W UJ 0 0 < r -i o- LU r_q W 0 C Ci LU LU LO 0 < :D Of U) UJ LU CL L of N 0 UJ UJ U) U_ V-4 LL — CO 0 CD W ca - ,4 E -ib >0 E a) E:.2 15 M 15 E 0 Mad ply -a 2:' C) F — 5 CN 00 CCS • -W 2 CM 1.0 C m := 12 (D E E :3 Q B 0 0-0 0- U) 0 co M LU 00 T -i z E co z 00 T -H E CN ry Co LO In -I d + C) C:) LO ry X qy > C'4 75 0 r_.,„ 0 75 > 6j 0 tf 00 3: 0 ii —1 1 , FLATWORK ----BEYOND RETAINING --12"0 SOLID WALL—— DRAIN PIPE DRAINAGE DETAIL 0 4'-0" 8'-0" a a a 1Z-0" 1/4" = V-011 a . .. . . . . 41 NATIVE SEED GRASS TO MATCH EXIST ING--� \x G QT 582.40 APPROA H APRON J 9 y GUT ia i m 1111121 SLOPE 33% MAX 25% PREFERRED ........ . . \X, "U N, Z lEil NATIVE SPED - " "o GRAS&'TO MATCH gggmr" - E�TING 113 41 N, ADJACENT '-p 'P PROPERTY LINE N'vp v- 41 n 'il 41 a. 41 .41 5 %6 IN Fir"',1111111,10, 'nm 5 �8fl 0 41 40 41 .. . . .... + 5§q.30- Rl", S .00 V NATIVE SEED IN GRASS TO MATCH V EXISTING ',w\ EXISTING PLANTING 77 'k TO REMAIN 411 8 S 1 CV c 2i LO '4, 09 A3 Tk -EXISTING TO REMAIN + W 777 41 I IX LO C) Lli 0 t -- U) UJ UJ (1) C F_ U_ Ui 0 U) rrl C�j Ld 3: 3: Lai 0 D - ac L'i < LLJ z L0 d LO L.LJ > (0 Ix UJ UJ 0 > U) < of U) 0 < < (n Q_ z 00 UJ W UJ cc Z U I UJ __J -J I- < UJ W UJ 0 ;� z < z z o- LU ZD 2 > 0 cn LU CO > LU LU LO 0 < :D Of U) UJ LU CL L of N 0 UJ UJ U) U_ V-4 LL — CO 0 CD ca - ,4 E -ib >0 a) E:.2 15 M 15 LO ply -a 2:' C) F — 5 CN 00 CCS • -W 2 CM 1.0 C m := 12 (D E E :3 Q D 0 0-0 U) 0 co LU 00 T -i z z 00 T -H Go + -4- m 0') ry X qy > 0 r_.,„ 0 tf 00 3: 0 < Issue for Construction Project No: 12149.00 Issue Date: 7/6/2015 Rev. Description Date C17't OF GRAPEVINE SFTE LPLN TYJ3COWAITTEE APP VD2__� ENIE _ D DL = _ CASE #— B RVST) ORDINANCE 5 ------ ;7 ...... 1c, P i -A I'll!" i7' 9 E D L6 It co co E m -r 0- (D cn 15:CN =3 0 E 0 Lo co C'J 0 0 9 CN Ln co 6j A V) iI3 I i MASONRY PERCENTAGE CALCULATIONS 16-0" NORTH ELEVATION: a a 9 MASONRY WALL AREA 863 SF 87.4% DOOR AREA ---- 124 SF 12.6% TOTAL WALL AREA 987 SF 100.0% SOUTH ELEVATION: MASONRY WALL AREA 987 SF 100.0% DOOR AREA 0 SF 0.0% TOTAL WALL AREA 987 SF 100.0% EAST ELEVATION: MASONRY WALL AREA 1,642 SF 93.0% DOOR AREA 124 SF 7.0% TOTAL WALL AREA 1,766 SF 100.0% WEST ELEVATION: MASONRY WALL AREA 1,766 SF 100.0010 DOOR AREA 0 SF 0,0%— --*—'---- TOTAL WALL AREA 1,766 SF 100.0% 1001-01, PLASTER - MATCHMETAL ROOF EXISTING GENERAL STORE 0 8'-01. 16-0" 24'-0" 1/8" = 1'-o" . ....... . .... ....... ....... .. PLASTER - MATCH METAL ROOF EXISTING GENERAL STORE 0 81-01, 16-0" 24'-0" 1/8" = 11-01. a a 9 0 501-01, LIMESTONE VENEER - MATCHJ EXISTING GENERAL STORE— SOUTH ELEVATION LIMESTONE VENEER - MATCH EXISTING GENERAL STORE NORTH ELEVATION 501-0.1 PLASTER - MATCH EXISTING GENERAL STORE 0 81-01, 16-01, 24'-0" 1/8" = 1 -U" 0 16-0., 24'-0" 1/8"= V-0" 2 3j 4 go IV l &L w FLOOR PLAN k 1�— w m 16'-0" a 50'-0" r3 AS111 24'-0" 1/8" = 1 °-0f, 9 b 4 AS1 I 1 0�4)11 — — ---------- /--, CITY OF GRAPIEVINIE i I—M F)LAN � EVIE-*W (]OMMIT-117, E A P PV "S.J. 0 D' IN B CAS,E, TIVSM ORDINAMCE Z) 1 2 3 4 BUIL ING AREA CALCULATIONS BLDG 1 (DWELLING UNIT 1-1) BLDG 2, BLDG 5 (DWELLING UNIT 2-2) BLDG 3, BLDG 4 (DWELLING UNIT 3-1) BLDG 6 (DWELLING UNIT 2-1) 94'-0" 94'-0" 95'.811 94'_011 00 L0 -a AC -1, AC -2 (ADVISORS CENTER) ■ ITY CENTER 208'-8" 7 R GROSS AREA 9,940 SF I SF I I TOTAL 9,940 SF SITE SUMMARY TOTAL SITE AREA-. 49.49 ACRES (2,156,034 SQ. FT.) DENSITY = 2.6.9 UNITS PER ACRE 1 BEDROOM UNITS = 48 2 BEDROOM UNITS = 32 3 BEDROOM UNITS = 16 TOTAL NO.� OF UNITS = 96 LOT COVERAGE / OPEN SPACE: BUILDING COVERAGE = 4.10% (86,168 SQ. FT.) SIDEWALKS COVERAGE = 1.86% (40,036 SQ. FT.) DRIVES COVERAGE = 9,04% (194,971 SQ. FT.) TOTAL IMPERVIOUS COVERAGE = 15.04% (324,175 SQ. FT.) OPEN SPACE = 84.96% (1,831,859 SQ. FT.) F.A.R. = 6.26% (135,141 SO, FT.) PARKING PR�VIDED: S RFAC E PARKING = 310 SPACES TOTAL PARKING PROVIDED = 310 SPACES (3,01 SPACES PER UNIT) (INCLUDES 12 H.C. VAN ACCESSIBLE SPACES) SYMBO I L LEGEND BLDG 1 BUILDING DESIGNATOR =-2 DWELLING UNIT TYPE H'NDICAP PARKING SPACE I 9 I NOTE L 7;1-. OFF-STREET LOADING IS NOT REQUIRED RESIDENTIAL USE NOTE #2: REFER TO L111 FOR LANDSCAPE'REQUIREMENTS. 68'-V cn FLOOR GROSS AREA 1 1,659 SF TOTAL 1,659 SF STORAGE BUILDING 64'-6" 9 Cl) FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA I 1 2 042 SF 1 2 400 SF 1 3,292 SF 1 2,400 SF 1 2,237 SF 1 4,791 SF 1 R GROSS AREA 9,940 SF I SF I I TOTAL 9,940 SF SITE SUMMARY TOTAL SITE AREA-. 49.49 ACRES (2,156,034 SQ. FT.) DENSITY = 2.6.9 UNITS PER ACRE 1 BEDROOM UNITS = 48 2 BEDROOM UNITS = 32 3 BEDROOM UNITS = 16 TOTAL NO.� OF UNITS = 96 LOT COVERAGE / OPEN SPACE: BUILDING COVERAGE = 4.10% (86,168 SQ. FT.) SIDEWALKS COVERAGE = 1.86% (40,036 SQ. FT.) DRIVES COVERAGE = 9,04% (194,971 SQ. FT.) TOTAL IMPERVIOUS COVERAGE = 15.04% (324,175 SQ. FT.) OPEN SPACE = 84.96% (1,831,859 SQ. FT.) F.A.R. = 6.26% (135,141 SO, FT.) PARKING PR�VIDED: S RFAC E PARKING = 310 SPACES TOTAL PARKING PROVIDED = 310 SPACES (3,01 SPACES PER UNIT) (INCLUDES 12 H.C. VAN ACCESSIBLE SPACES) SYMBO I L LEGEND BLDG 1 BUILDING DESIGNATOR =-2 DWELLING UNIT TYPE H'NDICAP PARKING SPACE I 9 I NOTE L 7;1-. OFF-STREET LOADING IS NOT REQUIRED RESIDENTIAL USE NOTE #2: REFER TO L111 FOR LANDSCAPE'REQUIREMENTS. 68'-V cn FLOOR GROSS AREA 1 1,659 SF TOTAL 1,659 SF STORAGE BUILDING 64'-6" 9 Cl) 1 2 1,926 SF 1 2 2,295 SF 2 1,982 SF 2 1,926 SF Co Of Uj E E co 0 W 01 >- 0 (�o 0 F_ 2 C/) Lj TOTAL 3,968 SF TOTAL 4,695 SF J TOTAL 5,275 SF L ---------- i TOTAL 4,326 SF I TOTAL 2,237 SF TOTAL 4,79 3 j C 0 U_ j_— ---------- C) C,q ® — Co LEGAL DESCRIPTION -- GENERAL NOTES CITY CODE CHECKLIST CD o CL Z = 0 BASED ON THE CODE OF ORDINANCE CITY OF GRAPEVINE, PROPERTY DESCRIPTION 1. THE PROPERTY IS CURRENTLY ZONED AS LIGHT INDUSTRIAL WITH REQUEST TO TEXAS (SECTION 22) R -MF MULTIFAMILY DISTRICT REGULATIONS .0 pa E3 0) CHANGE THE ZONING TO "R -MF" WITH PD -OVERLAY. =0 A I PERMITTED USES.- MULTIFAMILY DWELLING All that certain lot, tract, or parcel of land, part of the James Cates Survey, Abstract No. 315, the C. Clanton Survey, Abstract No. 354, and the J. B. cu 0() Fay Survey, Abstract No. 530, situated in the City of Grapevine, Tarrant County, Texas, and being part of that remainder of called 139.85 acre first 2. ALL REQUIREMENTS OF SECTION 22, MULTIFAMILY DISTRICT SHALL BE MET. 4- Q0 U_ 4� Z7 tract, part of that remainder of called 6 acre second tract, and part of that remainder of called one acre third tract described in a deed from G. 0, B I ACCESSORY USES: B(7) SCREENED GARBAGE STORAGE SECTION REQUIREMENT PROVIDED Swenter and wife, Helen Elizabeth Swenter to 3. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET. A. C. Stone recorded in Volume 2009, Page 23 of the Deed Records of Tarrant County, Texas (DRTCT) on June 15, 1948, being part of that 00 0 -t 00 3: 0 C) F(1)c MAX DENSITY = 20 UNITS/ACRE 2.09 UNITSIACRE remainder of called 31.66 acre second tract described in a deed from Cal Estill and wife, Ha de W. Estill, et al to A. C. Stone recorded in Volume 4. ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS SHALL FT�) _ LOT SIZE = 2 ACRES MIN. 49,49 ACRES 2029, Page 374 (DRTCT) on September 9, 1948, being part of that remainder of called 5.3 acre second tract described in a deed from Guion Gregg BE MET. F(3) MIN. OPEN SPACE = 20% 86% and wife, Jewell Gregg to A. C. Stone and wife, Audrey Lou Stone recorded in Volume 2458, Page 393 (DRTCT) on July 30, 1952, being part of Z W 13 MIN. USABLE SPACE = 11.3% 12.5% - -_ - that remainder of called 2.526 acre tract described in a deed from John W. Quenichet and wife, Oburn B. Quenichet to Mary Stone Myers, 5. ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. F/) Uj F(4) MAX BLDG. COVERAGE = 50% 4% Individually and as Independent Executrix of the Estate of A. C. Stone, et al recorded in Volume 13210, Page 420 (DRTCT) on May 4, 1998, and F Z cc W — F(5) MAX. IMPERVIOUS AREA= 75% 14% being all of Lot 3, Block 4 of Stone Myers Business Park recorded in Cabinet A, Slide 12070 of the Plat Records of Tarrant County, Texas (PRTCT) 6. ALL DUMPSTERS SHALL BE SCREENED BE SCREENED IN ACCORDANCE WITH 0 ��3 MIN. FLOOR AREA MIN_ FLOOR AREA PROVIDED and being more completely described as follows, to -wit: SECTION 503.3. SECTION 50.3.3 REQUIRES ALL SOLID REFUSE DUMPSTERS TO BE UJ F(6)�a EFFICIENCY UNIT = 600 SQ. FT. N/A VISUALLY SCREENED BY SOLID WOOD FENCE OR WALL ONE F007 ABOVE THE F(�E__ ONE BEDROOM 750 SQ. FT. COMMENCING at a 1/2" capped iron rod found stamped "T.Q. Burks 5509" at the North corner clip of the East right-of-way line of Stone Myers REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT ON ALL SIDES (EXCEPT THE F (6- � c TWO BEDROOM 900 SQ. FT. Parkway (76R.O.W.) and the North right-of-way line of Westport Parkway (75' R.O.W.) said point being the most westerly Southwest corner of Lot SIDE USED FOR GARBAGE PICKUP), SUCH SIDES SHALL NOT BE REQUIRED TO BE F(6)d THREE BEDROOM =1,000 SQ. FT, G(I FRONTYARD 40 FT. MIN. 40 FT. MIN. 1, Block 4 of said Stone Myers Business Park; THENCE with the North right-of-way line of Westport Parkway and the South line of said Lot 1, SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE G(l REAR YARD 30 FT. MIN. 30 FT. MIN. Block 4 the following two courses; South 36 deg. 29 min. 48 sec. East, a distance of 26.18 feet to a 1/2" capped iron rod found stamped FROM A RESIDENTIAL ZONE DISTRICT. G u,J G(1) SIDE YARD = 20 FT. MIN. 20 FT. MIN. D "T.Q. Burks 5509" for the East corner clip of Westport Parkway; South 85 deg. 36 min. 49 sec. East, a distance of 193.61 feet to a 1/2" capped iron < G(1) LOT WIDTH = 200 FT. MIN. 888 FT. rod set for the Southeast corner of said Lot 1, Block 4, said point being the POINT OF BEGINNING; 7. ALL LIGHTING MUST COMPLY WITH SECTION 55 OF THE GRAPEVINE ZONING Uj G(1) LOT DEPTH = 200 FT. MIN. 1611 FT. ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT FIVE (5) WHEN R -MF DISTRICT IS N/A THENCE North 01 deg. 14 min. 43 sec. East with the East line of said Stone Myers Business Park, a distance of 770.67 feet to a point for corner in FEET ABOVE GROUND, MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF lake for the Southeast corner of Lot 3, Block 4 and the Northeast comer of Lot 2, Block 4 of Stone Myers Business Park; ILLUMINATION LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH U) LOCATED ADJACENT TO PHOTOMETRIC STUDY DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING U-1 Z 0� 0 EXISTING OR ZONED THENCE South 87 deg. 04 min. 44 sec. West with the South line of said Lot 3, Block 4, the North line of said Lot 2, Block 4, a distance of 252.87 DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY WILL BE < �_- RESIDENTIAL DISTRICT OF feet to 1/2" capped iron rod set for the Southwest corner of Lot 3, Block 4, the Northwest corner of Lot 2, Block 4, and in the East right-of-way line PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. H a, < LU __1 :D H LOWER DENSITY, ALL of Stone Myers Parkway, from which a 1/2" capped iron rod found stamped "AZ&B" bears South 35 deg. 55 min. 36 sec. East - 0.66 feet; U_ LL ED STRUCTURES SHALL BE 8. ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO -) W SETBACK 40 FT_ MINIMUM GPJM THENCE North 00 deg. 55 min. 31 sec. East with the West line of said Lot 3, Block 4, the East line of Parcel 4 in a street right-of-way dedication CHAPTER 23, SECTION 23.6 THROUGH SECTION 24.69 OF THE GRAPEVINE CODE OF 0� FROM ADJOINING PROPERTY 0 recorded in Document No. D205288779 (DRTCT), and the East right-of-way line of Stone Myers Parkway, a distance of 819.42 feet to a 1/2" ORDINANCES SHALL BE MET. THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN LINE. ro Z I(l) PRINCIPAL STRUCTURES 2 STORIES AT 36 FT. MAX. 4� cc capped iron rod set for a Point of Curvature of a circular curve to the right having a radius of 912.50 feet, a central angle of 31 deg. 51 min. 20 sec. REQUIREMENT. :3 and being subtended by a chord which bears North 16 deg. 51 min. 11 sec. East, 500.83 feet; 0 = F_ 0 <1 = 2 STORIES AT 35 FT. MAX. 9. A TYPICAL PARKING SPACE DIMENSION IS 9718 FEET AND PARALLEL PARKING 1 uJ ACCESSORY STRUCTURES TRASH I STORY AT 8 FT. MAX. 0 THENCE in a northeasterly direction with said curve to the right and with the East right-of-way of Stone Myers Parkway, a distance of 507.34 feet to DIMENSION IS 8X22 FEET. 1(2) 1 STORY AT 15 FT. MAX. a 1/2" capped iron rod set; SHALL BE PROVIDED IN 10. THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR ACCORDANCE WITH SECTION THENCE North 32 deg. 46 min. 51 sec. East tangent to said curve and with the East right-of-way line of Stone Myers Parkway, a distance of 90 -DEGREE PARKING IS A MINIMUM OF 24 FEET. 56 & 511k. 312.78 feet to a 1/2" capped iron rod Set •atr the location of a previously found DFW Airport Monument now obliterated, said point being in the -APARTMENTS = 2.0 PER 3.01 SPACES PER DWELLING UNIT f City of Southwest line oif Fort Wort'ii tract one recorded-IrrWhithe 5680, Page 345 (DRTCT), from which a 1/2" iron rod previously found now 11, ALL REQUIRED OFF-STREET PARKING AND LOADING AND DRIVES, VEHICLE (,a,UTOS, DWELLING UNIT obliterated bears North 46 deg. 00 min. 12 sec. 'feet; TRUCKS, TRAILERS, BOATS, ETC,) SALES, DISPLAY AREAS AND OUTSIDE STORAGE -NO OFF-STREET PARKING PROVIDED AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT W SHALL BE LOCATED CLOSER 0 THENCE South 46 deg. 00 min. 12 sec. East with the Southwest line of said City of Fort Worth tract, a distance of 1795.29 feet to a 1/2" capped TO 4 INCH CONCRETE SLAB WITH 6 INCHES OR 6 INCHES BY 6 GAGE MESH WIRE OR W Z THAN 10 FT. TO ANY 0 iron rod seta the Northwest corner of Lot 1. Block 1 of A. C. Stone North (Lazy & Stone Myers) recorded in Document No. D210239707 (PRTCT); A 2 INCH HOT MIX ASPHALT CONCRETE OVER 6 INCH CRUSHED ROCK BASE. S2 C9 r1l, ADJACENT PROPERTY LINE NO OFF-STREET PARKING '5 C THENCE South 21 deg. 41 min. 09 sec. West with the West line of said Lot 1, Block 1, a distance of 103.89 feet to a 1/2" capped iron rod set; 12. MECHANICAL EQUIPMENT SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN U_ < LL CL 0 SHALL BE ALLOWED IN THE FRONTYARD. 2 ACCORDANCE WITH SECTION 50 OF GRAPEVINE CODE OF ORDINANCES. COMMUNI TY CENTER 63 PROVIDED THENCE South 85 deg. 54 min. 23 sec, West with the West line of said Lot 1, Block 1, a distance of 77.24 feet to a 1/2" capped iron rod set; 1 SPACE PER 300 SQ. FT. + 5 t 13. ALL DIMENSIONS ARE TO THE FACE OF THE CURB UNLESS OTHERWISE NOTED, 38 SPACES REQUIRED (D THENCE South 30 deg. 57 min. 49 sec. West with the West line of said Lot 1, Block 1, a distance of 82.00 feet to a 1/2" capped iron rod set; CHAPEL 21 PROVIDED 14. ALL CURB RADII ARE Z -O" TO FACE OF CURB UNLESS OTHERWISE NOTED. 1 SPACE PER 3 SEATS THENCE South 44 deg. 59 min. 59 sec. East with the West line of said Lot 1, Block 1, a distance of 41.98 feet to a 1/2" capped iron rod set; 18 SPACES REQUIRED M(j) MASONRY REQUIREMENTS PROVIDED 15, ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE THENCE South 03 deg. 02 min. 06 sec, East with the West line of said Lot 1, Block 1, a distance of 68.33 feet to a 1/2" capped iron rod set; SHALL BE MET DURING THE PERIOD OF CONSTRUCTION, PER SECTION 54 - 80% OF EXTERIOR WALLS, EXCLUDING THENCE South 59 deg. 35 min. 17 sec. West with the West line of said Lot 1. Block 1 . a distance of 248.11 feet to a 1/2" capped iron rod set; 16. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION DOORS AND WINDOWS SHALL BE CONSTRUCTED OF BRICK >N SHALL BE LOCATED UNDERGROUND. STONE FIBER CEMENT BOARD, THENCE South 01 deg. 04 min. 48 sec. West with the West line of said Lot 1, Block 1, a distance of 10.65 feet to a 1/2" capped iron rod set; OR OTHER MASONRY OR 17. ALL EDGE OF PAVEMENT SHALL HAVE A 6" CONCRETE CURB UNLESS NOTED MATERIAL OF EQUAL E THENCE South 00 deg, 18 min. 53 sec. East with the West line of said Lot 1, Block 1, a distance of 177.31 feet to a 1/2" capped iron rod set in the OTHERWISE (MUCH OF THE ROAD NETWORK DOESN'T HAVE A CURB; SEE PLAN). CHARACTERISTICS. -- 0 North line of Lot 3, Block 1 of Westport Business Park recorded in Cabinet A, Slide 4715 (PRTCT): M(2) CENTRAL AIR CONDITIONING CENTRAL AIR CONDITIONING 0 18. REFER TO PRELIMINARY PLAT FOR PROPOSED GRADING AND REPRESENTATION OF UNITS SHALL BE LANDSCAPED UNITS ARE LOCATED INSIDE THE MECH (V AND SCREENED FROM VIEW IN ROOMS AT THE SIDE OF EACH DWELLING THENCE South 89 deg. 41 min. 07 sec, West with the North line of said Lot 3, Block 1, a distance of 105.07 feet to a P.K. Nail in the West base of EXISTING SITE CONDITIONS, ACCORDANCE WITH SECTION 50. UNIT AND SCREENED ACCORDINGLY. M(4) MAX. BUILDING LENGTH PROVIDED > a fence corner for the Northwest comer of said Lot 3, Block 1 and 'the Northeast corner of said remainder of called 2.526 acre tract; Q) CL 19. REFER TO PRELIMINARY PLAT FOR THE LOCATION OF EXISTING WATER COURSES, WITHOUT A HORIZONTAL AND THENCE with the West line of said Lot 3, Block 1 and the East line of said remainder of called 2.526 acre tract the following 9 courses; DRAINAGE FEATURES, FLOODWAY AND DRAINAGE EASEMENTS. Z VERTICAL BREAK OF AT South 03 deg. 27 min. 39 sec. West, a distance of 97.14 feet to a 22" Post Oak; M ua LEAST 3 FT. = 60 FT. 0 South 00 deg. 09 min. 21 sec. West, a distance of 105.65 feet to a 22" Post Oak; 20. REFER TO PRELIMINARY PLAT FOR LOCATION AND SIZE OF EXISTING AND C) :D M (5) NO BUILDING WITHIN 15 FT. TO PROVIDED 0 South 06 deg. 30 min. 32 sec. East, a distance of 77.33 feet to a 17" Post Oak; PROPOSED STREET RIGHT-OF-WAY AND ALLEYS WITH LOCATION OF ALL STREEE _1 0 EDGE OF ANY OFF-STREET < 0 South 01 deg. 51 min. 13 sec. West, a distance of 38.74 feet to a 20" Post Oak; MEDIANS AND INTERSECTIONS ADJACENT TO THE AREA OF REQUEST. W cc PARKING, VEHICULAR USE, OR STORAGE AREA. N B South 01 deg. 20 min. 22 sec. East, a distance of 48.69 feet to a 15" Post Oak; M (6) MINIMUM DISTANCE BETWEEN 23 FT. 0 South 05 deg. 31 min. 46 sec. West, a distance of 21,16 feet to a 15" Post Oak; 21. REFER TO THE PRELIMINARY PLAT FOR LOCATIONS AND SIZE OF EXISTING AND ANY 2 BUILDINGS = 20 FT, OR South 02 deg. 42 min. 31 sec. East, a distance of 80.98 feet to a 12" Post Oak; PROPOSED WATER AND SEWER PUBLIC UTILITIES ON AND ADJACENT TO THE SITE THE HEIGHT OF THE BUILDINGS South 00 deg. 53 min. 07 sec. West, a distance of 89.64 feet to a 24" Post Oak; AND FIRE HYDRANT LOCATIONS. WHEN 2 STRUCTURES ARE 78 FT. South 00 deg. 58 min. 48 sec. East, a distance of 125.70 feet to a 1/2" capped iron rod set ARRANGED FACE-TO-FACE OR BACK-TO-BACK, THE MINIMUM 0) for the Southwest corner of said Lot 3, Block 1, in the North right-of-way line of 22, REFER TO PRELIMINARY PLAT FOR EXISTING AND PROPOSED SURFACE AND DISTANCE SHALL BE 50 FT. 0 Westport Parkway, from which a 1/2" capped iron rod found stamped "AZ&B" bears SUBSURFACE DRAINAGE FACILITIES, INCLUDING CULVERTS, DRAINS, DETENTION MEASUREMENT DOES NOT Q) North 67 deg. 11 min. 14 sec. West - 0.83 feet; PONDS, SHOWING SIZE AND DIMENSIONS OF FLOW. INCLUDE BALCONIES, RAILINGS, E_ OR OTHER ARCHITECTURAL > THENCE North 58 deg, 38 min. 41 sec. West with the North right-of-way line of Westport Parkway, a distance of 95.32 feet to a 1/2" capped iron FEATURES. M(7) OFF-STREET PARKING AREAS 59 FT. rod set for a Point of Curvature of a circular curve to the left having a radius of 737.50 feet, a central angle of 26 deg. 58 min. 08 sec. and being E subtended by a chord which bears North 72 deg. 07 min. 45 sec. West, 343.94 feet; SHALL NOT BE CLOSER THAN 10 FT. TO ANY ADJACENT Co C-0 PROPERTY LINE. LO THENCE in a northwesterly direction with said curve to the left and with the North right-of-way line of Westport Parkway, a distance of 347.14 feet to a 1/2" capped iron rod set, from which a 1/2" capped iron rod found stamped "AZ&B" bears South 46 deg. 55 min. 21 sec. East - 0.39 feet; E 0 0 Lo W +_j THENCE North 85 deg. 36 min. 49 sec. West tangent to said curve and with the North right-of-way line of Westport Parkway, a distance of 538.78 TH 0 feet to the PLACE OF BEGINNING,containing 2,381,801 square feet or 54.679 acres of land. LO 0 tic N 0 C)- b3 Q) > 5, cn A b3 _1 U_ 2 3 4 5 R GROSS AREA 9,940 SF I SF I I TOTAL 9,940 SF SITE SUMMARY TOTAL SITE AREA-. 49.49 ACRES (2,156,034 SQ. FT.) DENSITY = 2.6.9 UNITS PER ACRE 1 BEDROOM UNITS = 48 2 BEDROOM UNITS = 32 3 BEDROOM UNITS = 16 TOTAL NO.� OF UNITS = 96 LOT COVERAGE / OPEN SPACE: BUILDING COVERAGE = 4.10% (86,168 SQ. FT.) SIDEWALKS COVERAGE = 1.86% (40,036 SQ. FT.) DRIVES COVERAGE = 9,04% (194,971 SQ. FT.) TOTAL IMPERVIOUS COVERAGE = 15.04% (324,175 SQ. FT.) OPEN SPACE = 84.96% (1,831,859 SQ. FT.) F.A.R. = 6.26% (135,141 SO, FT.) PARKING PR�VIDED: S RFAC E PARKING = 310 SPACES TOTAL PARKING PROVIDED = 310 SPACES (3,01 SPACES PER UNIT) (INCLUDES 12 H.C. VAN ACCESSIBLE SPACES) SYMBO I L LEGEND BLDG 1 BUILDING DESIGNATOR =-2 DWELLING UNIT TYPE H'NDICAP PARKING SPACE I 9 I NOTE L 7;1-. OFF-STREET LOADING IS NOT REQUIRED RESIDENTIAL USE NOTE #2: REFER TO L111 FOR LANDSCAPE'REQUIREMENTS. 68'-V cn FLOOR GROSS AREA 1 1,659 SF TOTAL 1,659 SF STORAGE BUILDING 64'-6" 9 Cl) N FLOOR GROSS AREA 2,000 SF D TOTAL 2,000 SF THIS SHEET REVISES THE CONDITIONAL USE PERMIT APPROVED BY SDRC ON AUGUST 5, 2015 BY REDUCING THE AREA OF THE STORAGE BUILDING FROM 5,000 SQ. FT. TO 2,000 SQ. FT. AND CHANGING THE BUILDING LOCATION 'I r 0 I loommomm CASE NAME: The Gatehouse in Grapevine CASE NUMBER: CU15-32 LOCATION: 670 Westport Parkway; Lots I Block 1, The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES HIMMISM mosessommom N U) Co Of Uj c..j E co 0 W 01 >- 0 (�o 0 F_ 2 C/) Lj 1- 2 (n Z CU C 0 U_ j_— >< Uj C) C,q ® 0 co ry- Co 0 LLJ 6 Lj ;7 CD o CL Z = 0 5 `< 0 cr M < .0 pa E3 0) WZ a<- =0 N FLOOR GROSS AREA 2,000 SF D TOTAL 2,000 SF THIS SHEET REVISES THE CONDITIONAL USE PERMIT APPROVED BY SDRC ON AUGUST 5, 2015 BY REDUCING THE AREA OF THE STORAGE BUILDING FROM 5,000 SQ. FT. TO 2,000 SQ. FT. AND CHANGING THE BUILDING LOCATION 'I r 0 I loommomm CASE NAME: The Gatehouse in Grapevine CASE NUMBER: CU15-32 LOCATION: 670 Westport Parkway; Lots I Block 1, The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES HIMMISM mosessommom N [A date -time: 9/21/2015 1:10 PM A SITE NOTES AND CALCULATIONS U) Co Of Uj c..j E co co -S 0 0 Z 2 (n Z CU LO 'H LU <E n C) C,q M Ca C Co 0 M E CD o a) M 0 E 00 CD r1_4 :t:1 In E3 0) :D 00 (n r_ 0 Uj cu 0() < vi 4- Q0 U_ 4� Z7 ED 0) a) C x d) E [A date -time: 9/21/2015 1:10 PM A SITE NOTES AND CALCULATIONS U) Of Uj 0 Z 2 (n Z Ld a _j Co LLJ M 0 eo 1�t F_ 00 CD r1_4 :t:1 :D 00 (n r_ LLJ Uj cu 0() < 4- Q0 U_ 4� Z7 ED 0) a) C x d) E 00 0 -t 00 3: 0 C) < Lo U_ [A date -time: 9/21/2015 1:10 PM A SITE NOTES AND CALCULATIONS A 0 Q� 0 0 �r 0- CC5 t� c� B 0 6 a� l �w E CY} � � CIS E 4 � � `I� C T CN Lo G M .—I CJS C�! u cc A 0 � Q7 0 6 \ Q r 3 2 q\ LOT 4, BLOCK 1 ` L VEHICULAR \ EXIT GATE, SEE 31AS106 �`%N \ fz e m ff'f � Vv =i ............:: . - f' `� LOT 3, BLOCK 1V'f' ` l: 'fl i ,f LO ((0 ,t LOCATE FACE OF FENCE .. COLUMNS A MIN. OF 6" FROM PROPERTY LINE, Sr ; f. r r TYPICAL, 21AS105 r 137.32' \' 76.42_,�.� t'j %Fa `�t`yryl S cci t` ' u j JI\ 00 S i 3 MINH t fj#{. ➢ { � \ I � O � \ \ C LOT2AR, BLOCK 1 ,!!!,a it i {EE \ F t t ' ;Ste 4 5 1/AS106 MATCH LINE mmmm BEENNEW WOMEN= L --- --- -� `~ � IRRIGATION NEW CURB RAMP SLEEVE 2 5 2 AND SIDEWALKS 1 ADDITIONAL €. PARKING } t t� 101 � \ �: LOT 2, BIL 4 STONE M S BUSINESS f �` \ I PARK i I DUMPSTER ENCLOSE RE w. LO l+ �_ © { } k CSG i DECKS t 3 ?? f41~ LOT 1,BLOC ✓ I STONE MYERS BUSINESS PARK a L- ............. W , r PROPOSED EXISTING POND POND € 538 — F ) S x ` a WESTPORT`PARKWAY d ff ----- LEGEND f r EXISTING FENCE IRRIGATION SLEEVES (4 0 DIA a r WIRE SLEEVE i .."..\ 5,1H 40 PVC & 2 x3 STORAGE BUILDING, MA TE SITE PL , ^ , s REFER SHEET AS110 AS106 0 10, -iJ 20'j"-0" 300-0 1 - i0i1-0 AND AS111 \ \V pp \ ?TR i£x \ \\ \ \°° t EXISTING FENCE t Q� d �\ R z} } ! t j f ITT - yam' 1 1`W iv 1 li; E t yt } 111 :f �.x t. t \ tii 4i� � LOT 1AR, BLOCK 1 p y t t, ii . t tt tr it?ij'tt {i t S89°58'33"W 217.60' il 'n3in ? \vx1 L \ H� �.; M_ i 1A LEGEND M ❑� EXISTING FENCE Cf) ®®®�f ATION SLEEVES 4" O DIA 1_0 IRRG SCH 40 PVC & 2" WIRE SLEEVE) 1 MASTER SITE PLAN s CHAPEL VEHICULAR ENTF GATE, SEE 2/AS1( SECURITY ENTRANCE PLAN, SEE 4/AS106 MAILBOX LOCATION, SEE 4/AS106 HM J 3� } ... fix..... • � n _ \ \ \17 �.. f +z ' r.. t \� i i L \ RE` \ E L{} i \ \ , \,. \ �i \ i \ I 3z E \ r , 1 i , \ t Qf \ �\ . A ,........ . CO m� V a t b E \ Q ' \ 77,2_4 AM AI ti v \� w I i \\ A e L= `\\,...MENOMINEE MEMNEMOM 2/AS106 MATCH LIN i v 2 Ln 100' UTILITY \ uo EASEMENT O EXISTING , FENCE a i Ln g (_05 Lin. O 7i 3 i( 1 8. 4 18.69 ,EXISTING FENCE 1 . 6 a 9E D 19 64 Y 0 THIS SHEET REVISES THE CONDITIONAL PERMIT APPROVED BY .. ON 2015 BY • STORAGE BUILDING FROM 5,000 SQ. FT. TO '1 Q CHANGING BUILDING J 11 CASE NAME: The Gatehouse in Grapevine CASE NUMBER: CU15-32 LOCATION: 670 Westport Parkway; Lots 1 Block 1, The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES NOMMERMEMM N date -time: 9/21/2015 11:44 AM A MASTER SITE PLAN I 0 r Eco C3co is IV CEJ 06 E.. C z LC7 �I Lug m, g ? 2 Ea Z+ 0 e5\a a> *- E 00 co M L 6 CN 00 O>M, €, uu u - ti g 4> x Cn E >0 a-- 't U o m date -time: 9/21/2015 11:44 AM A MASTER SITE PLAN I IV z Z+ F 00 QJ r0 00 co L 6 CN 00 O>M, €, uu u - ti g 4> x Cn E >0 a-- 't U o m Q 3: 3: 120 3: <fl la F date -time: 9/21/2015 11:44 AM A MASTER SITE PLAN I 11 N m M." IN S ORAGE BUILDING 0 20'-0" 40'-0" 601-01, '11, ® 20'-0" 0 nf LO OCL >W- CSO 0 U) 4) W LU z < 4) sw C IBM C) >< U- F- Lu 0 U) CL < < I= L) EC U -j S ORAGE BUILDING 0 20'-0" 40'-0" 601-01, '11, ® 20'-0" 0 __1 19 in FIN.-FLR. ELEV. N STANDING SEAM METAL +—ROOF - MATCH EXISTING GENERALSTORE E ca ca 00 a) U) E 0 CD CN LO - CN CN 0- Q) CN r7l r_-1 CN 0 > cu A 1 3 1 M 12 STANDING SEAM METAL 4 ROOF - MATCH EXISTING GENERAL STORE STUCCO - MATCH EXISTING GENERALSTORE LIMESTONE VENEER - MATCH EXISTING GENERAL STORE 9 0 8'-0" 16'-0" 24'-0" 1/8" = 1'-0" SEAM METAL STUCCO -MATCH EXISTING ROOF - MATCH EXISTING AS 112 GENERAL STORE GENERALSTORE V *5 0 16-0" 24'-0" 1/8" = 11-01, LIMESTONE VENEER - MATCH EXISTING GENERAL STORE --J SOUTH ELEVATION QE::AAA KAMTAI 0 81-01, 1001-01, 24'-0" 1/8" = 11-01, \--CONTROLD EAST ELEVATION: & LIMESTONE VENEER - MATCH TOTAL GROSS WALL AREA 322.10 SF EXISTING GENERAL STORE'�J JOINT MASONRY PERCENTAGE CALCULATIONS TOTAL NET WALL AREA 290.10 SF LO Z CZ t E' 2 LESS WOOD TRIM AREA 30.46 SF TOTAL MASONRY AREA 0 5 WEST ELEVATION B t� 58712 SF -C >AS111 F---- r— 0 16'-0" 24'-0" 1/8" UJ 496.12 SF LESS DOOR/MECH OP'NG. 8.00 SF _J 63.96 SF C5 E UJ 432,16 SF (87% NET WALL AREA E TOTAL MASONRY AREA n 0 z Cf) (D E ca ca 00 a) U) E 0 CD CN LO - CN CN 0- Q) CN r7l r_-1 CN 0 > cu A 1 3 1 M 12 STANDING SEAM METAL 4 ROOF - MATCH EXISTING GENERAL STORE STUCCO - MATCH EXISTING GENERALSTORE LIMESTONE VENEER - MATCH EXISTING GENERAL STORE 9 0 8'-0" 16'-0" 24'-0" 1/8" = 1'-0" SEAM METAL STUCCO -MATCH EXISTING ROOF - MATCH EXISTING AS 112 GENERAL STORE GENERALSTORE V *5 0 16-0" 24'-0" 1/8" = 11-01, LIMESTONE VENEER - MATCH EXISTING GENERAL STORE --J SOUTH ELEVATION QE::AAA KAMTAI 0 81-01, 16-011 24'-0" 1/8" = 11-01, 0 0 EAST ELEVATION: & TOTAL GROSS WALL AREA 322.10 SF LESS DOOR/MECH OP'NG. 32.00 SF MASONRY PERCENTAGE CALCULATIONS TOTAL NET WALL AREA 290.10 SF LO Z CZ t E' 2 LESS WOOD TRIM AREA 30.46 SF TOTAL MASONRY AREA NORTH ELEVATION: CN B TOTAL GROSS WALL AREA 58712 SF -C LESS DOOR/MECH OP'NG. 91,00 SF TOTAL GROSS WALL AREA TOTAL NET WALL AREA 496.12 SF LESS DOOR/MECH OP'NG. 8.00 SF LESS WOOD TRIM AREA 63.96 SF C5 E TOTAL MASONRY AREA 432,16 SF (87% NET WALL AREA E TOTAL MASONRY AREA 271.17 SF (90% NET WALL AREA) 0 SOUTH ELEVATION: Cf) (D TOTAL GROSS WALL AREA 706.26 SF T -i V-4 LESS DOOR/MECH OP'NG. 0.00 SF T -i TOTAL NET WALL AREA 706.26 SF C LESS WOOD TRIM AREA 63.96 SF z TOTAL MASONRY AREA 642.30 SF (91 % NET WALL AREA) E ca ca 00 a) U) E 0 CD CN LO - CN CN 0- Q) CN r7l r_-1 CN 0 > cu A 1 3 1 M 12 STANDING SEAM METAL 4 ROOF - MATCH EXISTING GENERAL STORE STUCCO - MATCH EXISTING GENERALSTORE LIMESTONE VENEER - MATCH EXISTING GENERAL STORE 9 0 8'-0" 16'-0" 24'-0" 1/8" = 1'-0" SEAM METAL STUCCO -MATCH EXISTING ROOF - MATCH EXISTING AS 112 GENERAL STORE GENERALSTORE V *5 0 16-0" 24'-0" 1/8" = 11-01, LIMESTONE VENEER - MATCH EXISTING GENERAL STORE --J SOUTH ELEVATION QE::AAA KAMTAI 0 81-01, 16-011 24'-0" 1/8" = 11-01, 0 0 EAST ELEVATION: & TOTAL GROSS WALL AREA 322.10 SF LESS DOOR/MECH OP'NG. 32.00 SF TOTAL NET WALL AREA 290.10 SF LO Z CZ t E' 2 LESS WOOD TRIM AREA 30.46 SF TOTAL MASONRY AREA 259.64 SF (90% NET WALL AREA) CN B O -C WEST ELEVATION: TOTAL GROSS WALL AREA 309.63 SF 'E LESS DOOR/MECH OP'NG. 8.00 SF :3 TOTAL NET WALL AREA 301.63 SF E LESS WOOD TRIM AREA 30.46 SF E TOTAL MASONRY AREA 271.17 SF (90% NET WALL AREA) Cl) (D — ------- E ca ca 00 a) U) E 0 CD CN LO - CN CN 0- Q) CN r7l r_-1 CN 0 > cu A 1 3 1 M 12 STANDING SEAM METAL 4 ROOF - MATCH EXISTING GENERAL STORE STUCCO - MATCH EXISTING GENERALSTORE LIMESTONE VENEER - MATCH EXISTING GENERAL STORE 9 0 8'-0" 16'-0" 24'-0" 1/8" = 1'-0" SEAM METAL STUCCO -MATCH EXISTING ROOF - MATCH EXISTING AS 112 GENERAL STORE GENERALSTORE V *5 0 16-0" 24'-0" 1/8" = 11-01, LIMESTONE VENEER - MATCH EXISTING GENERAL STORE --J SOUTH ELEVATION QE::AAA KAMTAI 0 81-01, 16-011 24'-0" 1/8" = 11-01, 0 0 0 & c,4 E "0 00 7S 2 10 -- LO Z CZ t E' 2 ,--1 C) 0 -2 "�5 C14 P CO CN B O y-I4Za 2) a E <5 0 Cn 0 D as 0- E ca ca 00 a) U) E 0 CD CN LO - CN CN 0- Q) CN r7l r_-1 CN 0 > cu A 1 3 1 M 12 STANDING SEAM METAL 4 ROOF - MATCH EXISTING GENERAL STORE STUCCO - MATCH EXISTING GENERALSTORE LIMESTONE VENEER - MATCH EXISTING GENERAL STORE 9 0 8'-0" 16'-0" 24'-0" 1/8" = 1'-0" SEAM METAL STUCCO -MATCH EXISTING ROOF - MATCH EXISTING AS 112 GENERAL STORE GENERALSTORE V *5 0 16-0" 24'-0" 1/8" = 11-01, LIMESTONE VENEER - MATCH EXISTING GENERAL STORE --J SOUTH ELEVATION QE::AAA KAMTAI 0 81-01, 16-011 24'-0" 1/8" = 11-01, 0 0 0 & STUCCO - MATCH EXISTING GENERAL STORE 2 1 3 1 4 FIN. FLR. E LR_ - — EV 10'01.01( I 9 19 3 I AS 111 F 1 2 64'-6" Jr — -4 3/4", 4'-0" 101_011�V-0" M.O. M.O. A§112 ----------------------- ------------------- \------- N----J -------- ---- - --------- ........... 10'x10'O.H. DOOR, 3'x7' DOOR, INSULATED INSULATED 47 STORAGE AS112 Fl -bol INTAKE, C) —EF, REF. > ------------------------------------------- < REF, MECH — MECH 4 AS111 FINISH FLOOR ELEVATION 100'-0" ASSUMED ([,3ATUM 584.00') ................... Z:_p I - ----------- ----------------------------- -------- ----------------- FLOOR PLAN L 0 8'-0" 16'-0" 24'-0" 1/ I \_PREFINISHED METAL DOWNSPOUT WITH CONCRETE SPLASH BLOCK �As I I 3" = 1 1-01, 10 THIS SnElt I eKL`TR5f-\'j I nt I IlWftt*L 11,'-itz PERMIT APPROVED BY SPRC ON AUGUST 5, B 2015 BY REDUCING THE AREA OF THE STORAGE BUILDING FROM 5,000 SQ. FT. TO 2,000 SQ. FT. AND CHANGING THE BUILDING LOCATION 7 CASE NAME: The Gatehouse in Grapevine CASE NUMBER: CU15-32 LOCATION: 670 Westport Parkway; Lots 1 Block 1, The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 4 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES date -time: 9/21/2015 104 PM A STORAGE BUILDING PLAN AND ELEVATIONS, c,4 E "0 00 7S 2 10 -- LO Z CZ t E' 2 ,--1 C) 0 -2 "�5 C14 P CO to 0 y-I4Za 2) a E <5 Cn 0 D as Cl) LULU W Z z LIJ a CO LJJ + z 0FM co It 00 ti 00 cy c) cn LdC'J 00 H. ,, F_ �0 U_ 'n I 0 x m E > 0 '�t 0 0 F-� Lci Ld co (D 0 r,-: 3: �� Ti < 0 tf 00 75 3t 0 U_ M U_ D B Issue for CoLnIstruction Project No: 12149.00 Issue Date: 9/14/2015 Rev. Description Date THIS SnElt I eKL`TR5f-\'j I nt I IlWftt*L 11,'-itz PERMIT APPROVED BY SPRC ON AUGUST 5, B 2015 BY REDUCING THE AREA OF THE STORAGE BUILDING FROM 5,000 SQ. FT. TO 2,000 SQ. FT. AND CHANGING THE BUILDING LOCATION 7 CASE NAME: The Gatehouse in Grapevine CASE NUMBER: CU15-32 LOCATION: 670 Westport Parkway; Lots 1 Block 1, The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 4 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES date -time: 9/21/2015 104 PM A STORAGE BUILDING PLAN AND ELEVATIONS, ORDINANCE NO. 2015-005 AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU14-45 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2012-39 FOR THE ADDITION OF A CHAPEL, MAIL KIOSK, COMMUNITY CENTER DECK AND ADDITIONAL PARKING IN CONJUNCTION WITH A WOMAN'S SHELTER IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking t facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2015-005 2 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit CU14-45 to amend the previously approved site plan of Ordinance No. 2012-39 (CU12-33) for a non-profit institution to be utilized as a women's shelter, specifically for the addition of 1,683 -square foot chapel, a mail kiosk, additional parking and a community center deck in a district zoned "CC" Community Commercial District Regulations within the following described property: Lot 1A, Block 1, The Gatehouse in Grapevine (670 Westport Parkway) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of ORD. NO. 2015-005 3 land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 20th day of January, 2015. ATTEST: Jo i C. Brown City Secretary John F. Boyle, City Attorney ORD. NO. 2015-005 4 FAA William D. Tate n� Mayor ATTEST: Jo i C. Brown City Secretary John F. Boyle, City Attorney ORD. NO. 2015-005 4 2 3 a a G 1 I 2 3 4 ( 5 6 7 L— ai qq CASENAME: The G1t1h1u51 -11 G p vine = V/ "A ,e � �, ,.6 ®� � ®� I CASE NUMBER: CU 14-05/PDI403 ® C y p rFf'. To KF S LOCATION: 670 Westp rt Parkway. Lots IA M 3"0 Black 1. The Gatah— -n Glapev ne �If a+ a Y a Page Of W d W MAYOR SECRETARY ��g A. W Z DATE ®�® Q 3 d PLANNING AND ZONING COMMISSION ® ®� O Q T CHAIRMAN / DATE / SHEET: 1 OF 9 EETS 14 ALL MAND BOUNDS Z O ari LENGTHS REFERENCED APPROVAL DOES NOT AUTHORIZE ANY 1> UJ W W O Y WITH AN °L.'DESIGNATION WORKIN CONFLICT WITH ANY CODES ORQ K n Z ¢ F- E i ARE LOCATED IN THE ORDINANCES. = p D to TD _3 APPROVED PLAT LINE AND E W Z W H �( H- oc �\ CURVETABLES /�► DEPARTMENT OF DEVELOPMENTSERVICES W W r 2 oc O ~ / CC I z H- / 1 COMMUNITY COMMERCIAL CONDITIONAL USE REQUESTIPLANNED (� Z z = 6 W OS �. N 00 Z DISTRICT DEVELOPMENT OVERLAY CU14451PD14421SA Z 3 Z W (+1 > REQUEST TO AMEND THE PREVIOUSLY 0In Q- O V W IrOw. / / I L 1 -7 LOT 1 BLOCK 1 APPROVED SITE PLAN OF CU1283 (ORD. Z 00 C x W 0: W W H. %s A.C. STONE NORTH ( 201289 AND PD1246 (ORD.1240) FOR A U C7 N CD N N N OLL W TO N C7 NONPROFIT INSTITUTION TO BE UTILIZED AS A WOMEN'S SHELTER, SPECIFICALLY ADDITION OF A 1,683 SQUARE FOOT CHAPEL, A MAIL KIOSK, ADDITIONAL PARKING AND A COMMUNITY CENTER DECK. / I � LIGHT INDUSTRIAL C 2YSETBACK -- \ DISTRICT �.kf Sbf. ry \ r L19 LOTS E / \ I METRO BUSINESS PARK d r C_20 SOUTHWEST NAD 83 Sit R'=ACF� COOR1873.226DINATE r o _ - E�2401357.406 / cv 0 _ FEMA100YEAR ��C / FLOODPLAIN - --- ---------—20'SETRACK / EXISTING-- FENCE / �'� I ` 100' UTILITY EASEMENT- U)EXISTING , - _. - - _ FENCE PV LLJ DFW/' AIRPORT ,� e�� = — — — --- ---- — — Q RELOCATE (3) TREES Cid _ +� - -- - LK - TbPROVIDE -----J------- I...L,1 //PARKING ENDS TO ,G iJ. 1 BLDG BLDG2 \,r \ �-- ____-- _ / I CO111 p_ g NEW PARKING �/ I PROPOSED GRANGES TO PRIOR APPROVED CONDITIONAL E PERMIT / IJ.7 n // SPACES /I /^ BLDG4 L1_1 O (' (ZI2-10, CU1233, PD12-06) / / / I * m /DUh TER �J NEIGHBORHOODS BLOG1 �n 2A U `.g BLDG ADDITIONALP ING PR DAT COMMUNitt R / v BLDG 5 2.1 A C CHAPEL ADDED TO7PUS / / n ACA C EXISTING POND REDUCEDNN UL C // WAREHOUSE DG 8 SOBS CE R BLDG 5 �^< 1 /// (G NERAL ST ) J� BLOUt NEIGHBO[2H000A 2'-�'c o� -'�-- • I J,, _J1 1 2,ICL—�ln� ��(, � - - s I1I1 AS702 LL N3ym5�S FEMA IW YEAR BG2 BLDG BLDFEMA0EAR 'LOGO P TN 1E I 031 Lu RIb DUMPTER ' FLOODPLAIN aTON P 1 T CHAPEL VEHICULAR ENTRANCE GATE SLQ MUSTMEEfALLFIR G6 DEPARTMENT GATE) CO� dr`i na 1 O MEM$.- I � I E%ISTING BOX CULVERT A DG, CONSTRUCTION BLDG BLDcz '--_—�+' — ---- DOCUMENTS ORB C R BLDG 3 IRRIGATION N ' Project No: 14138.00 BLDG 4 LOT IA BLOCK 1 SLEEVE MAILBOX i ' 8-1-' NEIGHBORHOOD C THE GATEHOUSE IN LOCATION / G / EXIT GATE glp�q n NEWCURSRAMP i I _ Issue Date: 29DECEMBER2014 / VEHICULAR ��NEIGHBORHOOD D AC 2 GRAPEVINE \ 1 BLDG3 (' AND SIDEWALKS--- 1 i I \ \ I ( Rev. Description Date `\� J�^LJ BLDG BLDG COMMUNITY BLCENTER ♦ �O \ \\' D _ BLDG r ADDITIONAL 1 PARKING—____ IDECK I C .' PRoaosEo I I BLDG POND I PROPOSED MONUME GN E STING I I + I \\ / ♦ \ ,\ .. Q�' cc128-0"�PQND i l" I 01 A-COMMUNITYCOMMERCIAL DEMPSTER TRICT I I —� i/ 4--------__----_-------� 20'SETBACK -4�5 C ----- FEMA 100 YEAR .. _ .. _ .. 'i 1 1 I i I FLOODPLAIN LOT 21 BLOCK 1 \ i THE GATEHOUSE IN LOT38LOCK4 �j (i LOTT BLOCK4 L0T18LOCK4 4AD 83 SURF STONE MYERS k MYERS STONEMYERS 2 GRAPEVINE BUSINESS PARK fir. BUSINESS -PARK S RK NES PARK cooRDi ATE CC I Bef sus I I PEG' N NI I/ N=1018388.780 \ COMMUNITY COMMERCIAL '81 + E=2400503.442 DISTRICT ISI 7 CC W � COMMUNITY COMMERCIAL! cc COMMUNITY COMMERCIAL I _ ISI DISTRICT DISTRICT _ , .._- l plated ee tl9Milma:l �L1410:18 AM A LEGEND \ __.-- __- J ' .. .. - .- EXISTING FENCE \� _ - '- � N 0°55 31 "� 819. _ — —------�— _–'' MASTER SITE PLAN STONE MYERS PARKWAY ----- IRRIGATION SLEEVES (4"6DIA r SCH 40 PVC 8Y WIRE SLEEVE) `'"'�.�_� C F01 , r OVN�ENCN�r OVERALL SITE PLAN w / O siol o too' -a' 200,-0.. 300,-0. 1" 100'-0` f/�\ 1 1 2 3 ' 4 ( 5 5 1 1 2 13 ( 4 1 5 1 6 1 7 1 If E D C B BUILDING AREA CALCULATIONS BLDG i (DWELLING UNIT 1-1) BLDG 2, BLDG 5 (DWELLING UNIT 2-2) BLDG 3, BLDG 4 (DWELLING UNIT 3-1) BLDG 6 (DWELLING UNIT 2-1) AC -1, AC -2 (ADVISORS CENTER) GENERAL STORE COMMUNITY CENTER CHAPEL 94� �_94� 95.8" ,, 94'-0" 57-0' •� 66'-0" I. 208_-8' 68,-1• '-- FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSS AREA FLOOR GROSSAREA FLOOR GROSS AREA FLOOR GROSS AREA 1 2,042 SF 2 1,926 SF 1 2,400 SF 2 2,295 SF 1 3,292SF 2 1,982 BE 1 2,100 SF 2 1,928 SF 1 2,237 BE 1 4,791 SF 1 9,940 SF 1 1,659 SF TOTAL 3,968 SF TOTAL 4,695 SF TOTAL 5,275 BE TOTAL 4,326 SF TOTAL 2,237 SF TOTAL 4,791 SF TOTAL 9,940 SF TOTAL 1,6% SF LEGAL DESCRIPTION GENERAL NOTES CITY CODE CHECKLIST SITE SUMMARY PROPERTY DESCRIPTION All that certain lot bad, or parcel of land, part of the James Cates Survey, Abated No. 315,8ceC. Clanton Survey, Abstract No. 354, and the J. B. Fey Survey, Abdred No. 530, situated in Bre City of Grapevine, Tarrant County, Teras, and berg part of Mat Remainder ofcated 139.85 acrefirst had. pan of that reherseraf colied 6 sonsecond bad, and. partofthstfemaioderofcalled one ache third taddescahed in a dead from G. 0. Swan, and will.Haien Elaabeth Swemerto A. C. Stowrecorded in Volume 2OD9, PW23 ofthe Deed Reomols4TaneraCounty,Tons(ORTCT)on June 15, 1948, berg partofthet remainder of caped 31.66 eche sacanM bad described in a deed from Cal Esdll and wife, Heyde W, Es1111, at at to A. C. Store recoldatl in Volume 2029, Page 374(ORTCT) on September 9, 1948, being part of that remainder of celled 5.3 ache second trap described in a dead from Gofin Gregg and wife, Jewell Gregg to A ne C. Stow andife, wAudrey Lou Stone recorded k Volume 2458, Pegs 393 (DRTCT) on July 30,1952, being part 4 that remainder of called 2.526 acre bad described in a dead from John W. Quenid,eland wife, Olum B. Quenitlletto Mary Stone Myers, Individual .mdse Inde ty pendent Executrix of the E�tate4A C.Stale,we remT�tlin Vdurtre 13210, Page 420 (DRTCT)on May 4, 1998, end bol w14 Lo13, Bkxdk4of Blace Ig edaraollowsrss Park in Cabinet A, Slide 12070 of the Piet Records County, T:Xas (PRTGT) and bring more completely desaibad as follows, towB: COMMENCINGta12'cepped iron hod found sfampod'T.Q. Burks 5509w at the North comer clip of the Eat rigMof♦xay fire.1Storre Myers Parkway (75'R.O.W.)and Bre Nand dghtRPway the of Westport Parkway(75'R.O.W.) mid point being the mostwestedy Sm Arweet ocmerof Lot 1, Block 4 of said Stare Myers Buslrcess Pear, THENCE wBh the North right -of -wary line of Wedpot Parkway and the South ikle of mid Lott, Block 4 the following two canoes; SRM 36 deg. 29 min. 48 sec East a dkfamce 426.18 feet to a lrz' capped icon nod found damped 'T.Q. Burk35509"for Me East comer dip4WMIN Westport Parkway; South 85 deg. 36 huh. 49 sec. Est, a distance of 193.61 feet 0 a 12' capped Iron rod Sol for the Southwest comer of said L41, Block 4, said point being the POINT OF BEGINNING; THENCE North 01 di 14 min. 43-. Ead wind the Fast i ne -Twd Stan. Myers Business Park, a distanced 770.67 few Joe take forthe Southeascomerof UA3, Bkdk4 and the Northeadaimarof Lol2, Bkxdk4 of SowM Subareas Park; p01ni for comerin Myers THENCE South 87 deg. 04 min, 44 sec. Weet wMthe South line of eaid L43, Block 4, the Nath Nre of said Loll, Blocks, a distance of 252.87 fast to 1rz' capped iron retl sw for thus Southwest comer of Loi 3, Block 4, the Northwest coma of Lot 2, Black 4, and in the East Sight of -way line 1. THE PROPERTY IS CURRENTLY ZONED AS LIGHT INDUSTRIAL WITH REQUEST TO CHANGE THE ZONING TO'R-MF" WITH PD -OVERLAY. 2. ALL REQUIREMENTS OF SECTION 22, MULTIFAMILY DISTRICT SHALL BE MET. 3. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET. 4. ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS SHALL BE MET, 5. ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. 6. ALL DUMPSTERS SHALL BE SCREENED SCREENED IN WITH SECTION 50.3.3. SECTION 50.3.3 REQUIRES ALL SOLID REFUSE DUMPSTERS TO BE VEUSE DUMREENEDOT TOL DWOODEXCEED ONEFODES(EXTAGOVE THE(EXCEPT FENCE HEIGHT REFUSE DUMPSTER NOT TO IXCEEDB FEET IN HEIGHT ON ALL SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP), SUCH SIDES SHALL NOT BE REQUIRED TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM A RESIDENTIAL ZONE DISTRICT. 7. ALL LIGHTING MUST COMPLY WITH SECTION 65 OF THE GRAPEVINE ZONING¢w ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM POINT FIVE 5 () ILLUMINATION LEVELS MEASUREDOF PERFORMED TO VERIFY COMPLIANCE PHOTOMETRIC STUDY DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. BASED TEXAS ON THE (SECTION CODE OF ORDINANCE CIN OF 22) R -MF MULTIFAMILY DISTRICT GRAPEVINE, REGULATIONS TOTAL SITE AREA: 49.49 ACRES (2,156,034 SQ. FT.) A PERMITTED USES: MULTIFAMILY DWELLING DENSITY UNITS PER ACRE 1 BEDROOM UNITS = 48 2BEDROOM UNITS 32 _ 3 BEDROOM UNITS = 16 TOTAL NO. OF UNITS =96 B ACCESSORY USES: B(7) SCREENED GARBAGE STORAGE SECTION REQUIREMENT PROVIDED F iPACE �LU i¢ o� w--rica FF)c IIPN SITY= EMPGIacRE las ZIN uN1Is1ACRE FtzO F(3) Lor size= 2 ACRE. MIN.- Mlrv; OPEN SPACE S asp MIN. us SPACE = 1 11.a% 1z6% ACRES ---- LOT COVERAGE f OPEN SPACE BUILDING COVERAGE =3.90%(84,168 SQ, FT.) SIDEWALKS COVERAGE =1.86%(40,036 SQ. FT.) .DRIVES COVERAGE=9.04%(194,971 SQ_FT_j_-_ TOTAL IMPERVIOUS COVERAGE = 14.80%(319,175 SQ. , F .) OPEN SPACE =8,13%(1 2,141 SQ. F.A.R.=6.73%(132,141 SQ. F7.) F(4) Fis) F(sj MAX BLGG. COVERAGE =50% 4% ------ t4,A MAx IMPERvIous AREA=75% MIN.FLoax AREA MIN. EFEGEDNv = G. SQ. Fi. w_A_ -___-__ _ FLOOR AREA PRo,bab-'�---"-- ---"'- F() NEBED. 750 Fisc AnnSQFI Two BEOROD s00 so. Fr. H,5RI THREE BEDROOM =1;00SQ Fr PARKING PROVIDED: SURFACE PARKING 310 SPACES _ _ TOTAL PARKING PROVIDED 310 SPACES (3.07 SPACES PER UNIT) (INCLUDES t2 H.C. VAN ACCESSIBLE SPACES) G Qo w g p GO) FRONrvaRo=wEr.MIN. -T MIN c(1) cT) REAR YARD FT MIN_-' 3o SIDE YARD 20 FT. MIN --�- - 20 FF..1. Fr. _c(1) c(i Lo WDTH Zoo FT Mw. arae Lor DEPTH zea FT. Mw: 1x11 _ _ _ Fr. _ _ _ _ Fr. H WZ d0 ¢- w= H WHENR-MFDISTRICTIs LOCATED AD.IACENTTO ENRITHGOII-DED RESIDENTIAL DISTRICT of IONVER DENSITY. ALL _ SYMBOL LEGEND BLDG1 BUILDING DESIGNATOR 2-2 DWELLING UNIT TYPE HANDICAP PARKING SPACE of Stone Myers Parkway, from which a lrZ capped inch, rod found stamped'AZ&W bears, South 35 deg. 55 min. 36 sec. East -0.66 feel THENCE North 00 reg. 55 min. 31 no East wind the Weat Inde of said Lot 3, Bleak 4, the East lire.1 Pencel4 in a street right -,(-way dedicatiar recorded in Docomad No. 0205288779 (DRTCT), and the East right f -way line d Stonre Myers P.eav y, a dish -w 819.42 few to a V2' capped from rad set for a Point of Gumbo. of a circular curve W the right having Is radius 4912.60 fret, a central angle of 31 deg. 51 In. 20 sec. and being subtenkkd by a chord which was North 16 deg. 51 min. 11 sec. East, 500.83 fast; THENCE in a northeasterly direction wind saitl Wrle to aro right and wind the Eat right-wayd Sfarre Myers Parkway, a distance ,f 507.34 feet t0 a 10 capped Iron rod set & ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23, SECTION 23.6 THROUGH SECTION 24.69 OF THE GRAPEVINE CODE OF ORDINANCES SHALL BE MET, THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN REQUIREMENT. S. ATYPICAL. PARKING SPACE DIMENSION IS 9X18 FEET AND PARALLEL PARKING DIMENSION IS 8X22 FEET. LLO m sTRUQ HES BHAUBE sETBAC!( aO Fr. MINIMUM FROM A03OININc PROPERTY LINE 2 I(1) PRwcIPAL STRUCTURES z = 2 STORIES AT 35 Fr, MAX STORIES AT 35 FT. MAx I(z) AccEssaav SraucruREs TRnsi+=israzY =1 STORY AT 15 FT. MAx AraEr. Max J SIULL SE PROVIDED IN ACCORDANCE WITH SECTON ss s se. THENCE North 32 dog. 46 min. 51 sec. East fangentto add curve and with the East ' htofDr4 Jim of Stone 312.78 feet toe 12' m ng Y Myers Pankwey, a dklarlce 4 Aped inch and sepal the lonon 4a previously found DFWAirport MoeareM rrev combietl, mid point being in the 10. THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR 90 -DEGREE PARI(ING IS A MINIMUM OF 24 FEET. South.line afCdy of Fon WoM tradone mcordad N Volume 5680, Page 345 (DRTCT), from which. 10 bm nod previously found now odilerated be.. Nath 46 deg. 00 in. 12 sec. West -18.45 feet THENCE South 46 .00 min. 2sec. Earl wind the Southwest Ane of said City of Fort Worth had,adktance 4179529 feet lrz°cepped icon and ad for Me Northwest comer 4 Lot 1, Bkdk 14A. C. Stone Nath (Lazy & Son Myers) recorded in Document No. D210239707 (PRTCT); THENCE South 21 deg. 41 min. 09 see. West with the West lire of said Lot 1, Block 1, a distance of 103.89 feat to a 12" capped imn rod set 11. ALL REQUIRED OFF-STREET PARKING AND LOADING AND DRIVES, VEHICLE (AUTOS, TRUCKS, TRAILERS, BOATS, ETC.) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT T041NCHCONCRETE SLAB WITH 6INCHES OR6INCHE5 BY GAGE MESH WIRE OR A 2INCH HOT MIX ASPHALT CONCRETE OVER 61NCH CRUSHED ROCK BASE. 12. MECHANICAL EQUIPMENT SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN J w� �z �� LLP --- J A. VIENTs=2o PER 301 DWELLING UNIT .NO OFF-STREET PRSKNG PNCYCED SHALL eE LOCATED closER THAN I, FT. ro ANY ANACENT PROPERTY UNE NO -STREET PARKING .HELLB LONE T FR RD. SPACES PER DWELLING UNIT NOTE #1 OFF-STREET LOADING IS NOT REQUIRED RESIDENTIAL USER. NOTE f12: REFER TO 1-111 FOR LANDSCAPE REO UI R EM ENTS. THENCE South 85 deg. 54 min. 23 sec, West with the West Iineof sed Lot 1, Block 1, a dkfance.177.24 feetto a 1" capped imn cotl sec THENCE South 30 deg. 57 min. 49 sec. Wee with the West line of said Loi 1, Block 1, a distance 487.00 feet to a IQ" capped Imn rod set THENCE South 44 deg. 59 min. 59 sec. East win the West firm of aid Lot 1, Block 1, a distance of 41.98 feet to a 10 capped bon rod set; THENCE South 03 tlp. 02 min. char mc. East wind the West ilne.1sak 1-41, Block 1, a tlitenroa 488.33 fat M e 12' capped Iron ref set; ACCORDANCE WITH SECTION 50 OF GRAPEVINE CODE OF ORDINANCES. 13. ALL DIMENSIONS ARE TO THE FACE OF THE CURB UNLESS OTHERWISE NOTED. 14. ALL CURB RADII ARE 2'-0" TO FACE OF CURB UNLESS OTHERWISE NOTED. CONTROL ORDINANCE 15. ALLREQUIREMENTSRET DURING G THE GRAPEVINEOF CONSTRUCTION. SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. J ..N Y CENTER s3 1 ..... PACE PER 3w so Fr.. s 33 SPACES REQUIRED PROO G --- 0 I A 1 /4\ TO V�Q®" �F®}�^,,, ®C !� d J J CHAPEL 21 1 SPACE PER 3 SEATS 1e SPACES REQUIRED PROVIDED M(1) IIS -11th 111111MENrs PRovloEo P % THENCE South 59 dog. 35 min. 17 sec. West with the West line daaid Lot 1, Block 1, a distance 4248.11 feet to a 12' capped Imn rod set THENCE BRM 01 deg. 04 min. 48 sec. West with the West Iine of said Lot 1, Block 1, a distance of 10.65 feel to a 12" capped imn hod set; 16. ALL ONSrrE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTIDN SHALL BE LOCATED UNDERGROUND. ERI AIS, LUDING DOORS AND WINDOWS SHALL BE CONSTRUCTED O= BRICK TONE FIBER CEMENT BOARD, ore OTHER MASONRY OR �% page ,./ 0? of THENCE Sound Glides. 18 min. 53 sec. East with the Weat Iine of said La i, Bleck 1, a disumm of 177.31 fe sto a V2' capped imn and est in the North Iine of Lot 3, Block 1 of Westport Business Park recorded M Cabinet A, Slide 4715 (PRTCT); 17, ALL EDGE OF PAVEMENT SHALL HAVE A WCONCRETE CURB UNLESS NOTED OTHERWISE (MUCH OF THE ROAD NETWORK DOESNT HAVE A CURB; SEE PLAN). MATERIALOFEDUAL CHA2ACTERISTICS. M(2) CENTRAL A R COND r ONING ENTRAL are CONDNIGNING THENCE Bouch r t deN rt min. 07 mc. Wet wind the North ane [he N rd 3, Biopic 1, o tl id her of 105.07 fastto. P.K. Nei in the West base of a faze comarfa the Northwest wmer of mid 1-43, Bfa,Ik t and the Northeast comer of mid remaindarof called 2.52fi ache tract THENCE with Me West line of said Lot 3, Block 1 and the East lire ofsaid Mercer 4 calkd 2.526 ache bad the following 9 courses; South 03 deg. 27 min. 39 amWest: distance of 97.14 fast to a 22' Post Oak; Sound OD deg. 09 min. 21 sec.Westadkfance 4105.85 tewka22'Pot Oak; South 06 deg. 30 min. 32 sec, Ent, a distance 477.33 feet to a l7" Pest Oak Smarr 01 deg. 51 min. 13 sec. West a distance of 38.74 feet to a 20' Post Oak; South of deg. 20 min. 22Sec. Eat, a dkfance 449.89 (sett, a 15° Post Oak South05 deg. 31 m1n.46 sac Well, a dktanco of 21.16 faw M e 15"Post Oak; South 02 deg.42 mk.31escEat.atlistance of 80.98 feet to a 12" Post Oak; South 00 deg. 53 min. 07 sec.West. a distance of 89.84 feel to. 24' PostOak; SRM 00 deg. 58 min. 48 no, East, a distance 4125.70 feet to a 112' capped imn Rod set 18. REFER TO PRELIMINARY PLAT FOR PROPOSED GRADING AND REPRESENTATION OF EXISTING SITE CONDITIONS. 19. REFER TO PRELIMINARY PLAT FOR THE LOCATION OF EXISTING WATER COURSES, DRAINAGE FEATURES, FLOODWAY AND DRAINAGE EASEMENTS. 20. REFER TO PRELIMINARY PLAT FOR LOCATION AND SIZE OF EXISTING AND PROPOSED STREET RIGHT-OF-WAY AND ALLEYS WITH LOCATION OF ALL STREET MEDIANS AND INTERSECTIONS ADJACENT TO THE AREA OF REQUEST. 21. REFER TO THE PRELIMINARY PLAT FOR LOCATIONS AND SIZE OF EXISTING AND PROPOSED WATER AND SEWER PUBLIC UTILITIES ON AND ADJACENT TO THE SITE AND FIRE HYDRANT LOCATIONS. M kn z �� uror �o UNITS SHALL BE ILA OSGAPED UNITS AND SCREENED TRW VIEW IN ROOMS ACCORDANCE WITH SECTION 50 UNIT ME Loc ED INSIDE THE MECH AT THE SDE CF EACH DWELLING AND SCREENED ACCORDINGLY. M(4) M(5) M(6) Max BUILDING LENGTH PROYOED WITHOUTA HOR20NrALAND VERTICAL BREAK OF AT LEAST FT.=60 FT. No ewLDiNc wlTrNwis Fr. To PRovIDeO McE OF ANY DOFF -STREET PARKING, VEHHIICULAR USE, ore MIN MAGE UM DISTANCE BErvJ'cEN 23 ANY 2 BUILDINGS =20 FT. OR THE HEIGHT OF THE BUILDINGS WHEN 2 STRUCTURES ARE 78 ARRANGED FACE TO -FACE OR FT. FT. for the Southwest coma of send Lot 3, , Block 1in the Nath rigMof-way, line of 22. REFER TO PRELIMINARY PLAT FOR EXISTING AND PROPOSED SURFACE AND BACK GACA THE MINIMUM DISTANCEB-1 BE so FT. Westport Padkwa ,Rom whkha112' pe y capped Imn rod found tam d'AZ&B" bears Norm 67 deg. I I min. 14 sec. Wet- 0.83 feet; SUBSURFACE DRAINAGE FACILITIES, INCLUDING CULVERTS, DRAINS, DETENTION PONDS, SHOWING SIZE AND DIMENSIONS OF FLOW. MEASUREMENT DOES NOT INCLUDE BALCONIES, BAILINcB OR OTHER ARCHITECTURAL THENCE North 58 deg. 3B nen. 41 sec. West with Bre Nowt rightof-way line 4 Westport Parkway, a diaknce 495.32 feet to a Ire capped Imp rod set for a Point Of Curvature of a circular curve to the left having a radius of 737.50 fast a central angle 426 deg. 58 min. 08 sec. and being FEATURES. M(7) OFF-STREET PARKING AREAS ss Fr. ll subtended by a drowhich bears NOM 72 deg. 07 min. 45 sec Went 343.94 feet HALL NOT BE CLOSER THAN 10 FT. TO ANY ADJACENT 0a 10 lap northwesterly d se,directionrowitch 1 curn to appedI ft left found nd with thefeet North stamped to a 10capped iron and set, from which a 10capped iron rod fount tamped "AZ88' beam SRM 46 deg. 55 min. 21 sec. East-0.991cet ouch 46Westport g.5 Kin.2y,edi Eancest- 0.39 fast PROPERTY LINE. CASE NAME'. The Gatehouse in Grapevine CASE NUMBER: CU14-45/PD14-03 THENCE NOM 85 deg. 3fi min. 49 aec.West tangentbbaid arW and VIM the NOM dghtaF-way lme4WetpodP Parkway, 8 distance 4538.78 feat W ft PLACE OF OEGINNING,co4eining 2,381,801 square feet x54.679 saes Oland. LOCATION'. 670 Westport Parkway: Lots 1A El CATION 1. The Gatehouse in Grapevine MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION d = m O C t y >o 3m spWp a JJ O V ` dfill LJ y �Zp F Q V O to 1:4 U rl > N Z W O W A 3 O W j t0 W Al O y t0 J - Z CrH 1- E w W-Ziil ED _ u'] W k wQQF' J S W OO ED, Z a w Z Z= Z = Z W O O Z O W Z U- LJ LU ED a w�g22 3 3 J O O a U` N BE 0- in F aa > Osr� F -U,0000 W l:1 P70K U UNCI O.2NM w r1- W toU(7 i B CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date AA -----...-...-----._..... CHAIRMAN LAYOUT DETAILS, NOTES, AND DATE TABULATIONS SHEET'.'. 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 1 ( 2 ( 3 ' 4 5 6 7 F L IJ w Z - P /1 Z Gi Cy a 00 LL1 Z U) m n U) N f ry Loi U NupLL Ca t - $ onDO rn >SmE r n ,I W a LL h 1� B CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date AA -----...-...-----._..... CHAIRMAN LAYOUT DETAILS, NOTES, AND DATE TABULATIONS SHEET'.'. 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 1 ( 2 ( 3 ' 4 5 6 7 F E 3 g a 0 0 U 1190 as 11, C B A 1 2 3 4 5 8 7 L \\ CASENAME The Gatehouse in Grapevine W r1 CASE NUMBERCU14-45/ PD1403 ® C y 0 \ LOCATION: 670 Westport Parkway. Lots IA ¢ t0 Brock 1. The Gatehouse In Grapevine = > 3 n Q J o {0 W R o \ MAYOR SECRETARY N Z \ DATE: W w Q 3 a \ PLANNING AND ZONING COMMISSION 75.1-2' \ V PP(1PFRTv i. tNLAKUtLJUHAF'tL bI I t KLAN 5102 0 ion w 2o•-0•• 30•-0" r• = m• -a, 1. ( 2 ( 3 4 I 5 ( 6 7 U .-1 E Ef T_ nq r N W W z — z LU a CO (� a 8 m z + e n y n A' E W V y0 NULL C ^ ~ m rn E LLJ = NLm8 > m �y W ¢ 0,2°� — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date B plotted by: Robert Lee data -t-116015 2:59 PM A DIMENSIONAL CONTROL SITE PLAN j Q N O z U 0 0 g m I G J 1 ' 2 3 4 5 B I 7 PLANT LIST m E W W y W W W W W y W W W W W W W W W W QTY COMMON NAME/BOTANICAL NAME SIZE SPACING MIN. HT. / SPREAD REMARKS 2 EVE'S NECKLACE/ STYPHNOLOBIUMAFFINE 15 GAL 10'OC 4'13' - 6 YAUPON HOLLY / ILEX VOMITORIA 8'-10' HT 15OC FI 4' CONTAINER GROWN; FEMALE 20 BIG MUHLY GRASS / MUHLENBERGIA LINDHEI MERI 5 GAL 48" OC 30,1/161 - 18 RED YUCCA/ HESPERALOE PARVIFLORA 5 GAL 36" OC 12" 112" - 38 DWARFYAUPON HOLLY/ ILEX VOMITORIA NANA 5GAL 24" OC 12/12" - 59 TURK'S CAP / MALVAVISCUS DRUMMONDil 2 GAL 30" OC 15" / 10" - 24 HAMELN GRASS/ PENNISETUM ALOPECUROIDES'HAMELN' 2GAL 24" OC V-18- THICK MAXIMUM 26 LANTANA/ LANTANA HORRIDA 1GAL 18" OC 6"/6" LANTANA CAMARA ACCEPTABLE y A w (TREESTAKESOLUTIONS.COM) MOUND IN PIT, TURN BACK TOP BURLAP C\I 15,200 SF BERMUDA GRASS I CYNODON DACTYLON —.0-111 - - SOLID SOD- HYDRO MULCH AS ALT. 1,675 SF DECOMPOSED GRANITE SURFACE 3B" PARTICLE 4" DEEP CONT. 2" DEEP CONT.; NO FILTER FABRIC 73 LF STEEL EDGING 7/8" x 4" - 33a 6" 3 RADIUS ON CORNERS D� 4 W� W R W/�SS JO w W W W W W b TURKS CAP W w v W W W ,w 49-TWRK5 CAP �/- l___ 2-DWARFYAUPgN W L JO TURMS CAP 1 W W S&AMPLY GOASS W �O �O.-USBABLE RF(:RF.AP.ON AREA W W W y W W W W W W W /VAWPOW HOLLY' W�-v'USEABLERECREATION-AREA`�'-� `r' WW OPENS L TREE ACE OPEN SPACE' W W ORNAMiNTAy- .r QRNA WTAAW TREEy ,� .✓ -� v w W v- w W� W WI W W W .✓ W W F W w '•v W w W .y w w W w C W W W W W y y W W 1& DWARF YAUPON 3-YAUPON HOLLY w W W W W W W W w J 73 LF -EDGING t& MHULY GRASS w W W W W W W W W W W r iW i I w w W W w 173=LANTANA tECWKI B 2-HAMELN GRASS w DECOMPOSED6*SF. GRANITE --9�RED VltCCA &REDyYUCCArw \CqMPOSyD GRA$rEWWu, 12YHA N GRAS9 EVE'S NECIOACE 13 -LANTANA W W W W W w W W A.100 SFBERMUYDA GRASS SOD W W /=•40DO SAF-BERhti1UDABASS $06 W W y w W A 1_- CHAPEL LANDSCAPE PLAN 5103 0 %B, 20'-W 30:-0" 13/128" = 1'-0" .� WWWWyWWWWw�WWWWW�WW WC USEABLE RECREATION AREA v vW W w W y W W W W W W W 112 SHRUB SPACING TO BUILDING FACE OR FLATWORK SHRUB SPACING PER PLAN SHRUB SET PLUMB TOP OF BALL FLUSH WITH GRADE MULCH BACKFILL ROUGH CUT PIT O C >o J m i+ CL l0 W IL � O a trig z m yan 3 a V (O CD U -1 z O J j � o E W ¢ z ~ z 2 r w czz�z zw a, Q. >o�9 UCGNCD SUBGRADE ROOTBALL SUPPORT MOUND D Q a r 3 O ro a r = w R z W Who 0 ' SZ 3 3 zoi c.)� dw� w�3wa ~ W(7H - ZD " 0- 2a) cnr1 t7 SHRUB PLANTING DETAIL 3 NO SCALE n°� z °°� VIGOROUS °• G �°n Q `;pg ;4o n°°� PLANT STOCK W V i� TRUNK PROTECTOR V. (ONLY WHEN NOTED TOI PROVIDE) .. '•R� 3" HIGH WATERING RING e 7 If.l Z + r m MULCH FINISH TREE 3" 6 DIG ROUGH PIT. DO NOT to m THICK MAXIMUM BURY ROOT FLARE RO LDIA. N f d N pp O ROOT ANCHOR UNDERGROUND TREE STAKE SET ROOT BALLON SOIL y A w (TREESTAKESOLUTIONS.COM) MOUND IN PIT, TURN BACK TOP BURLAP C\I BACKFILL AS SPECIFIED C a o` E z .� W ° 33a s W Y arm .... .�,..-........J Q MULTI TRUNK TREE PLANTING DETAIL 2 NO SCALE may® _ CONSTRUCTION DOCUMENTS Project No: 14138.00 EXHIBIT A TO 090• I;Z®—o® Issue Date: 29 DECEMBER 2014 Rev. Description Date CASENAME'. The Gatehouse In Grapevine CASE NUMBER'. CU14-45/ PW4-03 LOCATION. 670 Westport Parkway: Lots 1A Block 1. The Gatehouse in Grapevine MAYOR SECRETARY DATE'. PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 4 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES C plotted by: Robert Lea Cate -lime: 12/317201410:13 AM A ENLARGED CHAPEL LANDSCAPE PLAN IF S 1 2 3 4 1 5 6 F G 1 2 3 4 I 5 Ww I z CASENAME The Gatehousein Grapevine CASENUMBER: CU14-45/PD14-03 M W z a LOCATION. 670 Westport Parkway: Lots 1A ® _' a 7 } Blook 1. The Gatehouse in Grapevine Q O t i 3m LL ID ~ d rn E �y o�� MAYOR SECRETARY W a l EXHIBIT 0. ®� � DATE. 1+2 pyo W ygij — p1K Q PLANNING AND ZONING COMMISSION fag V yQe 3 a Ieca O R �✓ Project No: 14138.00 _ Rev. Description Date CHAIRMAN F Q V DC7 DATE' SHEET: 5 OF 9 APPROVAL DOES NOT AUTHORIZE ANY U -1 } ei WORK IN CONFLICT WITH ANY CODES OR z W O W t 3 O ORDINANCES. J > w z_ Y E DEPARTMENTOF DEVELOPMENT SERVICES x O O N E d w wmzt z_ i.z w o� z (5Z (i o K OZ O tj W .-10 FOt..i C7 N0Z w3�Zi Uz3N3 zowm�ii wt3w¢ ,8 o w OO [7 Ri 0 11 �F-Q t.10N0 �2Nin� 0 t cDU' D 3• I ' 1 , - - -- - --- - -- -- ---- 771 1 REST- ROOM 103FO a III -i I. a I � fin . 0• 0' 0' ` 4 3'A ill *_ 4 1' Ili 1(12) e' LONG PEWS = III 48 PERSONS VIII 2 Cs• �•, CORRIDOR ' zpERsons WHEEL CHAIR SEATING 2RERSONS —1—� 62 PERSONS _� �. Ail CHAIR ADJACENT 6EATINfp 3'-61Y1" - &'t--_ -h'-t--__`_' i"LF--_ �. "_ � � � SANCTUARY ♦ PARKING REOIREMENTS = I i SPACE 13 PEOPLE SANCTUARY " ---y- I iREQUIRED PARKING= 18SPACES , I 1 1 I 106 FOYER �-- - - -- BEST M— 6 I' I. 104 / Ill I i l �. -J q ! i T1 N � h REAR EXITI 107 I -- I _ 2'-4' 2-4' 2d' 741- 74• 7 24' 4.4" T>' J2`2• 3-9' T<,.. 3'-9• 2-4' 2'0�� T -sin' 7'-2" : 1'A' r-0° 1'�" -0' i' T-0' - i'�8' 7'-T - — - 9'-10' 4'.4• ii F G A GROSS BUILDING AREA: 1659 B.F. D \ � Ww I z — z a CO W a 7 } n LL LUw C ^ ~ d rn E ISL a NLM� = U 3 o W 1+2 pyo W ot:T LL Q — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date B potted by: Roberl Lee date -time: 12131/201410:12 AM A FIRST FLOOR PLAN 1 FIRST FLOOR PLAN A-102 0 4-0" 6 a 12 0` 1/4 1-0 1 1 2 I 3 ( 4 5 I 6 7 r i 15 1 2 3 I 4 ( 5 6 L m —_ STANDING SEAM 9'-11 5/8' ® G /--STAND ROOFING TRASH ENCLOSURE GATES. E GA *0 ;03 n / PERFORATED METAL PANEL WITH 114" 4) Foo- _ _ /' STANDINGSEAM CENTERS 4.6 H10SOLES TAGGERD ER SQUARE in W 6 Z / METAL ROOFING INCH 23% OPEN AREA (PAINTED) ` _ WELDED TO STEELANGLE FRAME VENEER TO ADJACENT JG r2_'*� SIDE ELEVATION 3END ELEVATION %41 DUMPSTER ENCLOSURE ELEVATION -5 DUMPSTER ENCLOSURE GATE ELEVATION A -t06 0 41" 8'-0" 12'-0" 1/4" = i'-0" A-106 D 4'-0" 8'-0" 12'-0" 1/4" =1'-0" A-106 0 4'-0" 8'-0" 12'-0" 1/4"=1'-0" • • • • • • • • • . • kF,G n `— EXISTING ROAD -EXISTING COMMUNITY CENTER n o BUILDING LANDSCAPE PLANTING; NO CHANGE �Hd ti Y4e P ,c J 3 I D D USEABLE � RECREATIONAREA W w \\\ EXISTING ROAD --\ l , j _ y// Z • , , LIVE OAK -- W a Q o e1 M 0 106- LOVE G W • " • " • " " " • .. • • EXISTING ROAD , Z + e n USEABLE . , RECREATION AREA / L ACCESS DRIVE, i a ILu UJ 2 NO CHANGE . . i C, i2+MUHLY >.--e LO GRAS C F-' m rn 7 _ rnE 200 -LOVE GRASS - LIVE OAK '30 LF-E�ING'- 6LF-E ING Z = jj M 1�ti 104 LF -EDGING �146LOVE GRASS �- HINES PISTA HE � C m ?xS LIVE OAK .- - 106 LOVE GRASS U VE CAK -�- AUTU N SAG '6-AUTUN)N SAbE = • / -- MUNI T • ,3- SOFT YUCCA - 977SFADDff10NAL TING COMMUNITY CENTER Q LL ~ >r PAVING FOR PARKING BUILDING LANDSCAPE LIVE PLANTING; NO CHANGE 106-LOK PROVID(6) NEWED PARKINGTHSREACES 5. AUTUMN GE tO6lOVE GRASS PROVIDED THIS AREA NEW MAILBOX SHELTER EXISTINGACCESS 2 M LY d 4 — NEW ACCESSIBLE RAMP CHIN E PIS T HE ' NEW ACCESSIBLE ROUTE DRIVE, NO CHANGE _ ■ �C EXISTING COMMUNITY ,0, 66-L0 GRAS L ISSUED FOR PRICING o 6LF 4: ING — IXISTINGCOMMUNITY CENTER B[ PRICING 1�V '•,� CENTER BUILDING > IS LANDSCAPE PLANTING: —� BUILDING LANDSCAPE Project No: 14138.00 M So O NO Co PLANTING; NO CHANGE F Issue Date: 17 DECEMBER 2014 Rev. Description Date R _ _ BLIVE OAK _ RECREATION GRA GRALOVE 1 I ® ®. CASE NAME The Gatehousein Grapevine LIVE OAK B Page " AREA SS I CASE NUMBER CU14-45/PD14-03 '� LOCATION. 670 CU 446 Parkway; lots SA t —� of Biock 1, The Gatehouse n Grapevine (21) NEW PARKING I E SPACES PROVIDED EXISTING COMMUNITY IS AREA - �- PREVIOUSLY CENTERBUILDINGall MAYOR SECRETARY PROPOSED PARKING, NO J DATE: 7BB75FAODITIONAI CHANGE -- / PLANNING AND ZONING COMMISSION PAVING FOR PARKING II 449 SFADDITIONAL CHAIRMAN PAVING FOR A TO DUMPSTER DATE: ." — EXISTING COMMUNITY CENTEIY 5 BUILDING LANDSCAPE 26555E NEW SHEEP. 6 OF 9 Alas PLANT COMPOSITE WOOD ? APPROVAL DOES NOT AUTHORIZE ANY DECK ON PIERS NO SIDEWALK WORKINCONFLICT WITHANYCODESOR HI ABOVE GRADE ORDINANCES. 0oBee by; Robert lee PROPOSEDNEWDECK cit me: 1/6/20152:01 PM LIVE OAK / DEPARTMENT OF DEVELOPMENT SERVICES A 200 -LOVE GRASS 4 __ ----------------------------- __ 6014' _ -7114 � 38 LF -EDGING BOTTOM OF SLOPE -�_.. _ - COMMUNITY CENTER LIVE OAK - LIVE OAK MEAN WATER LEVELJ' \ ENLARGED PLANS {DGINGAl.64- LOVE GRASS — -�`-�` DUMPSTER & ENCLOSURE SZ' -9" 25'-0' 35'-0" -- 104 LF 34' -OCL THIS LOCATION TOP OF SLOPE LIVE OAK Q�11 COMMUNITY CENTER PROPOSED PARKING A 106 A 106 0 20 0 0-0 4 60 - -0" 1 2D-0 1 2 1 3 4 5 6 ( 7 E Z Oa C r111 0 O Q U Cc Z ¢ z m 17 W t- �ZNZ � ion z aoz w3�w c=~i7 zowto+m� w >OVD HWS p W M ¢ 00NC") y�Nt/1LL -tO u)tD i � 1 ( 2 13 14 .,1 5 1 6 ( 7 3 ------------- LINE OF STONE EXTERIOR MATERIAL LEGEND EXTERIOR GENERAL NOTES VENEER ABOVE (-' AREA Of CUT STONE GRAPHIC ----- I/ CALL -O i. CONTROL JOINTS INDICATED BY: CORNERSTONE 4' I �\ VENEER LINE DESIGNATION MATERIAL DESCRIPTION CORNER - / WALL -------F VENEER NOTE: GRAPHIC DESIGNATIONS ARE NOT ALL INCLUSIVE, CUT STONE a / HATCATES CUA WALL - --y� i 2. REFER 70 MECHANICAL, ELECTRICAL, AND PLUMBING i -0" BACK NG INDICATES CUT 1'-0" 70" REFER A WALL SECTIONS AND DETAILS FOR ADDITIONAL DOCUMENTS FOR PENETRATIONS, EQUIPMENT, AND CLEAR Q p. / / j/ STONE TO BE - INFORMATION REGARDING FINISHES AND COLOR SELECTIONS. FIXTURES NOT REFLECTED ON EXTERIOR ELEVATIONS, FRAMING ''i ' ' EXPOSED / 3. ALL SPECIFIED EXTERIOR MATERIALS, PRODUCTS AND - _ BARREL SHAPED CLAY MANUFACTURERS ARE TO BE AS SPECIFIED OR OF EQUAL RITILE ROOF QUALITY AS APPROVED BY OWNER PRIOR TO i SECTION SLOPED i/ / / i " ' /' I PROCUREMENT OR INSTALLATION, CUTS STONE 4 CONTROLOINTSINDICATED BY NOTATJION ON THE Z i'-0'_ BELOW { / /� ' � 37' q' ':I Si STONE VENEER EXTERIOROR ATA MAXIMUM OF 20' O.C. AND WITHIN 5'-0' OF ALL EXTERIOR CORNERS. CONTROL JOINTS SHALL // 14 I �'�. /' � {. �,� OCCUR AT ALL INTERIOR CORNER CONDITIONS. q - .`• ! /,/ /// 5. SOME FLASHING CONDITIONS ARE NOT REFLECTED ON 1 /// j , a''�II •� { Vert EXPOSED WOOD HEAVY THE EXTERIOR ELEVATIONS REFER TO DETAILS FOR TIMER FRAMING ACTUAL FLASHING CONDITIONS. 6. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING E\\\�\'%�� _ 4, ``\.` /j 11/2' 1• I F—DOCUMENTS FOR PENETRATIONS, EQUIPMENT AND CUT STONE FNOT REFLECTED ON EXTERIOR ELEVATIONS. \\ / CS 7. COVER EXTERIOR FACE OF GYPSUM SHEATHING, CMU, CUTTAN I N 0C .0 >o 0 J 3 lywI c- ui n H W GO a 3a _ ®e6 F Q ci O < I`D C7 2 wo w ly � Q W r � o Fr Z _ C7 E Ix aQ. CUTTAN I ( _{�TO. CUTSTONE 1 1 � _ t-- CS DETAIL CONCRETE STRUCTURE, AND MISC STEEL IN WALL CAVITY WRH FLUID APPLIED VAPOR PERMEABLE lywI < Z H n H W p� h I VENTSTACK ROOF OUTLET D Ti NONE STAINEDCEDARWOOD AIR BARRIER MEMBRANE. REINFORCE AND SEAL JOINTS IN SHEATHING Z G7 IQ-aai Z j Z Q F = U W O Z C'7 p - '0z CJ A-201 CHAMFER TYP. ALL 4 SIDES OF o m TRIM ASSPECIFIED. PROVIDE ADDITIONAL REINFORCING AT JOINTSBETWEEN DISSIMILAR W O 1.•,3•.-_$7.0. t d 1 i Sl ENGAGED 1777.. CS WINDOW MATERIALS AND AT CORNERS WITH JOINT TAPE. Loy N C d H r41EXTERIOR CUT STONE CHAMPFERED CORNER (31 EXTERIOR CUT STONE PILASTER DETAIL 0. GRAPHIC DESIGNATIONS ARE NOT ALL INCLUSIVE. REFER TO WALL SECTIONSANDDETAILS FORADDITIONAL V CJ N C7 g N N _. Lu TMD y (mss DS i" = 1'-0" INFORMATION REGARDING FINISHES AND COLOR OFTOWER 1 _ 1 SELECTIONS. S7 9. PROVIDE ADDITIONAL THRU WALL FLASHING AND SEALANT WHERE MASONRY ANCHORS OR REINFORCING _ f PROVIDE LIGHTING PROTECTION W/ALL CABLES TO BECONCEALED UNDER ROOF PENETRATE THRU WALL FLASHING. 1D SOME FLASHING CONDRIONS ARE NOT REFLECTED ON THE EXTERIOR ELEVATIONS. REFER TO DETAILS FOR ,SEG a I 1 3 1 T_ �TO. CUT STONE 1 AND BEHIND STONE VENEER ACTUAL FLASHING CONDITIONS. TO FINISH FLOOR 1 1—¢SI 12 1 BELOW CS DETAIL r� 1_ T.O. TO ROOF 111!2' _{�TO. CUTSTONE 1 1 � _ t-- CS DETAIL 12 _�5OFr-z SANCva•TUARY 3 1 .. 7 1z 12 VENTSTACK ROOF OUTLET D r EXTEND ROOF 1 t j I 2 CJ A-201 CHAMFER TYP. ALL 4 SIDES OF o m T.O. CS DETAIL TOWER 1.•,3•.-_$7.0. PLATE. _- 142'-0' 1 i Sl ENGAGED 1777.. CS WINDOW COLUMN W7 SURROUND 1 - 45° CHAMFER IN 1 _. STONE VENEER TYP. ALL 4 SIDES DS — OFTOWER 1 mi - N II 1 S7 Rl C f !� -... CS DETAIL I 1 3 1 T_ �TO. CUT STONE 1 TO FINISH FLOOR 1 1—¢SI 12 1 BELOW CS DETAIL Rt-�, 72J BASE v e _ GRADE VARIES, SEE ELEVATIONS Ti TRIM BELOW RI 1 EDGE r2"\ ENGAGED EXTERIOR PILASTER cs A-201 0 2'-0" 4b• 6'-0• 12' = 1'-0" 1 1 CJ � i B I 1 it CS CS WINDOW 1 - - SURROUND 8 -- SILL PROVIDE LIGHTING PROTECTION W/ ALL CABLES TO BE CONCEALED UNDER ROOF AND BEHIND STONE VENEER i I dR aorS�oa�" f D C — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date 0 I`—my: gee �' _ _ s aele-urw:12MQ01410:11 AM A7 N_, AiERws --"—_- _ — — -- A EXTERIOR ELEVATIONS -�_ -WEST _ SOUTH EAST-fuORTH _ PAQUE WOR AREA: 84 SF 7.0% OSI OSO SF �.. OSF 84 SF WINDOW AREA: 29.1 SF 2.5 % 103.6 SF 8.3 % 703.8 SF 8.3 % 175.3 SF 9.1 % 351.8 SF 7.8% GLAZING TONE ELEVATION AREA: 1,060.0 SF 91.5 % 1,133.5 SF 91.7 % 1,139.5 SF 81.7 % 1,143.9 SF 90.9 % 4476,9 SF OTAL ELEVATION AREA: 7,173.1 SF 100 % 1,237.7 SF .100% 1,243.7 SF 700 % 1,2592 SF 7 W % NORTH EXTERIOR ELEVATION �i A201 0 4-0 8-0' 120 1/4 i-0 1 2 3 I 4 5 I 6 7 I MEAN HEIGHT _�5OFr-z SANCva•TUARY 1z VENTSTACK ROOF OUTLET r j I 2 CJ A-201 1 1 1 1777.. W7 1 1 DS 1 1 S7 1 1 1 1 1 I it CS 1 -- 1 1 D C — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date 0 I`—my: gee �' _ _ s aele-urw:12MQ01410:11 AM A7 N_, AiERws --"—_- _ — — -- A EXTERIOR ELEVATIONS -�_ -WEST _ SOUTH EAST-fuORTH _ PAQUE WOR AREA: 84 SF 7.0% OSI OSO SF �.. OSF 84 SF WINDOW AREA: 29.1 SF 2.5 % 103.6 SF 8.3 % 703.8 SF 8.3 % 175.3 SF 9.1 % 351.8 SF 7.8% GLAZING TONE ELEVATION AREA: 1,060.0 SF 91.5 % 1,133.5 SF 91.7 % 1,139.5 SF 81.7 % 1,143.9 SF 90.9 % 4476,9 SF OTAL ELEVATION AREA: 7,173.1 SF 100 % 1,237.7 SF .100% 1,243.7 SF 700 % 1,2592 SF 7 W % NORTH EXTERIOR ELEVATION �i A201 0 4-0 8-0' 120 1/4 i-0 1 2 3 I 4 5 I 6 7 I w 3 a O 1 I 2 3 I 4 ( 5 6 1 7 L EXTERIOR MATERIAL LEGEND EXTERIOR GENERAL NOTES_ 'ope,he d _ CASE NAME. Th Gatehouse h in4-03 ne (p MM GRAPHIC CASE CU1445/PD1403 CALL -0177 MATERIAL DESCRIPTION i. CONTROL JOINTS INDICATED BY: DESIGNATION LOCATION'. 670 W tp rt Parkway: Lots 1A ® _ Block 1. The Gatehouse'n GapeVne Q (p NOTE: GRAPHIC DESIGNATIONS ARE NOT FORADLUSIVE. 2 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING > 3 INREFERRTO WALL REGARDING AND DETAILS FO COLOR SELECTIONS. ai S, EQUIPMENT. AND ® �Q'- Wi INFORMATION REGARDING FINISHES AND COLOR SELECTIONS. FIXTURES NOT REFLECTED TON NEXTERIOR ELEVATIONS. MAYOR SECRETARY a Q' W R - Rt TILE EDGE 3. ALL SPECIFIED EXTERIOR MATERIALS, PRODUCTS AND DATE: V ,`R d t~/} Z Ti Rt BARREL EROOFHAPED CLAY MANUFACTURERS UALLITYAS APPROVED BYBE AS OWN RPECIFIED PRIOR TOROF EQUAL p�gNNING AND ZONING COM MISSION � w �Qp 3: 0- Vyi PROCUREMENT OR INSTALLATION, c z r0 O Q 4, CONTROL JOINTS INDICATED BY NOTATION ON THE j® Q Ino (D all STONE VENEER EXTERIOR OR AT AMAXIMUMOF20'O.C.ANOWITHIN B'-0' CHAIRMAN OF ALL EXTERIOR CORNERS. CONTROL JOINTS SHALL OCCUR AT ALL INTERIOR CORNER CONDITIONS. DATE: S. SOME FLASHING CONDITIONS ARE NOT REFLECTED ON SHEET'..8 OF 9 __ED W000 HEAVY THE EXTERIOR ELEVATIONS. REFER TO DETAILS FOR " W1 W1 TIMER FRAMING ACTUAL FLASHING CONDITIONS, APPROVAL DOES NOT AUTHORIZE ANY z m Q Lq CS h.. TONE AND WORK IN CONFLICT WITH ANY CODES OR .W.0 W W `- 'OS 3 St 17-0' 8 DOCUMENTS FOR PIENETRATIONS,EEQUIPMENT AND > w Y cr E CS FIXTURES NOT REFLECTED ON EXTERIOR ELEVATIONS. ¢ 0: F O d ORDIIJANCES. J — r Z ¢ sH r CUT 5TONE x ❑ (� (n ti 7. COVER EXTERIOR FACE OF GYPSUM SHEATHING, CMI DEPARTMENT OF DEVELOPMENT SERVICES E K CJ W h x F ~ CONCRETE STRUCTURE, AND MISC STEEL IN WALL CAVITY WITH FLUID APPLIED VAPOR PERMEABLE AIR BARRIER Z z H wN O Z H O w STAINED CEDAR WOOD MEMBRANE. REINFORCE AND SM JOINTS IN SHEATHING C7 _Z Z = L j w .y O C7 Lh O Z T1 NONE TRIM ASSPECIFIED. PROVIDE ADDITIONAL REINFORCING AT W 3 (� V Z 3 N 7y Z O W M JOINTS BETWEEN DISSIMILAR MATERIALS AND AT ,I O LO d _ J FW- Q CORNERS WITHJOINTTAPE. >00 ¢ w m W CD M O K - 8. GRAPHIC DESIGNATIONS ARE NOT ALL INCLUSIVE. REFER V (D N CD M C4 M LL W O (n C'3 TO WALL SECTIONS AND DETAILS FORADDRIONAL � INFORMATION REGARDING FINISHES AND COLOR _ SELECTIONS. 9, PROVIDE ADDITIONAL THRU WALL FLASHING AND SEALANT — WHERE MASONRY ANCHORS OR REINFORCING CS PENETRATE THRU WALL FLASHING. ' .�,F_INISH FLOR _ PROVIDE LIGHTING PROTECTION W/ ALL PROVIDE LIGHTING PROTECTION W/ ALL 10. SOME FLASHING CONDITIONS ARE NOT REFLECTED ON 1E0 sA `P100'-0' (571.85') CABLES TO BE CONCEALED UNDER ROOF CABLES TO BE CONCEALED UNDER ROOF THE EXTERIOR ELEVATIONS. REFER TO DETAILS FOR AND BEHIND STONE VENEER eun acurun crnuc vcucca ACTUAL FLASHING CONDITIONS. B A rf� WEST EXTERIOR ELEVATION [ 11_EAST EXTERIOR ELEVATION A202 0 4-0 8-0 120 1/4 -1'-0e /\-202 0 4'-0' 8'-0° 1217 1/4°=1'-0- 1 1 2 3 4 1 5 1 61 r CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date Plotted by: Robert Lee deto-tlme:12/31/201410:11 AM FYTPPIn47 9:1 FVATInPJQ UJ 2 Z V ✓ LU a Q Co LJJ s Z r a0 to N r h U yNm y0 y�LL LLL Q W�ti L m Lli U 33� co Q 22 CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date Plotted by: Robert Lee deto-tlme:12/31/201410:11 AM FYTPPIn47 9:1 FVATInPJQ W 1 2 3 W zW 4 ( 5 I 6 ( 7 L a C0 L IJ EXTERIOR MATERIAL LEGEND EXTERIOR GENERAL NOTES Z m En F- GRAPHIC CALL-0UT DESIGNATION MATERIAL DESCRIPTION 1. CONTROL JOINTS INDICATED BY: 7 Q ci ti U �rmo LLi m 33 n BLL�� ® C a 00 a NOTE: GRAPHIC DESIGNATIONS ARE NOT ALL INCLUSIVE. REFER TO WALL SECTIONS AND DETAILS FOR ADDITIONAL 2. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING = i INFORMATION REGARDING FINISHES AND COLOR SELECTIONS. DOCUMENTS FOR PENETRATIONS, EQUIPMENT, AND FIXTURES NOT REFLECTED ON EXTERIOR ELEVATIONS. cc O. W � ~ Uj — Rt D BARREL SHAPED CLAY 3. ALL SPECIFIED EXTERIOR MATERIALS, PRODUCTS AND MANUFACTURERS ARE TO BE AS SPECIFIED OR OF EQUAI.EXHIBIT ® A p ^ I ®®®� K IV)� O' 7C V A.® a_ W TILE ROOF QUALITY AS APPROVED BY OWNER PRIOR TO PROCUREMENT OR INSTALLATION. — �i = � OC O Q ¢ 4. CONTROL JOINTS INDICATED BY NOTATION ON THEPage of F Q V to CJ S1 STONEVENEER EXTERIOR OR ATA MAXIMUM OF 20' O.C. AND WITHIN 5'-0' _q OF ALL EXTERIOR CORNERS. CONTROL JOINTS SHALL OCCUR AT ALL INTERIOR CORNER CONDITIONS. W 1 EXPOSED WOOD HEAVY S. SOME FLASHING CONDITIONS ARE NOT REFLECTED ON THE EXTERIOR ELEVATIONS. REFER TO DETAILS FOR TIMER FRAMING ACTUAL FLASHING CONDITIONS. O cH ' S. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING Z E CUT STONE DOCUMENTS FOR PENETRATIONS, EQUIPMENTAND FIXTURES NOT REFLECTED ON EXTERIOR ELEVATIONS. j (O W W O = p N (0 Y O 7. COVER EXTERIOR FACE OF GYPSUM SHEATHING, CMU, E � O CD Z = is a CONCRETE STRUCTURE, AND MISC STEEL IN WALL CAVITY W a Z �' W ti W ~ WITH FLUID APPLIED VAPOR PERMEABLE AIR BARRIER MEMBRANE. Z N Z O Z F Ti NONE STAINED CEDAR WOW REINFORCE AND SEAL JOINTS IN SHEATHING O¢ O O 0 �M AS SPECIFIED. PROVIDE ADDITIONAL REINFORCING AT JOIco NTS BETWEEN DISSIMILAR MATERIALS AT W 3 g Z c1 — 3 Z O W W �i CORNERS WITH JOINT TAPE. O Ip pW- W O O C7 N �' H- -0- S. GRAPHIC DESIGNATIONS ARE NOT ALL INCLUSIVE. REFER U t0 -p N CD w co N W fMD w to',7 TO WALL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES AND COLOR _ SELECTIONS. 9. PROVIDE ADDITIONAL THRU WALL FLASHING AND SEALANT WHERE MASONRY ANCHORS OR REINFORCING _ PENETRATE THRU WALL FLASHING. 10. SOME FLASHING CONDITION ARE NOT REFLECTED ON PROVIDE LIGHTING PROTECTION W! ALL ELEVATIONS. ACV. ACTUAL FLASHING CONDITI REFER TO DETAIL CABLES TO BE CONCEALED UNDER ROOF S +Y S AND BEHIND STONE VENEER e 8 `o T.O. TOWER ROOF 14II_' E 12 12F ~Sven r m D - EXTEND ROOF OVER 45' D CHAMFER TYP. ALL 4 SIDES OF T.O. CS DETAIL TOWER Qi42'3• T.O. TOWER CMU 142'-0' _ —.--�` G 3 CS CAP 1 S1 �J� '-`-L �-�GRADE, SEE SITE PLAN A STEPS BEHIND WALL 1 SOUTH EXTERIOR ELEVATION 4203 0 4 0 %01 120 1/4 1-0 - VENTSTACKROOFOUTLET Be CS CJ CS WINDOW SURROUND& SILL T.G. BEAM 138'41rz _ . RI MEAN HEIGHT OF SANCTUARY 3/4' Rt �- TI TRIM BELOW Ri EDGE �— Be T.O. BEAM -- --- 11T-2' T.O. PLATE 16 -- - CJ @ INTERIOR CORNER CS CS FINISH FLOOR(571.357 i W'-0' -- CASE NAME. The Gatehouse,n Grapevine CASE NUMBER. CU14 45/ PD14-03 LOCATION: 670 Westport Parkway: Lots lA Block 1 The Gatehouse,h Grapevine MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 9 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. C — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date m pleted by: Robert L. date t -1M1/201410:10 AM A EXTERIOR ELEVATIONS -:011IFt JA 2 1 3 1 4A Aft Aft 0% 5 16 1 7 I N W zW LZ z a C0 L IJ a 8 Z Y En F- L11 W 7 Q ti U �rmo LLi m 33 n BLL�� a — CONSTRUCTION DOCUMENTS Project No: 14138.00 Issue Date: 29 DECEMBER 2014 Rev. Description Date m pleted by: Robert L. date t -1M1/201410:10 AM A EXTERIOR ELEVATIONS -:011IFt JA 2 1 3 1 4A Aft Aft 0% 5 16 1 7 I