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Home My WebLink AboutItem 33 - PP Grapevine III Additioni 33 �t Z �- l� MEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COU CIL, AND THE PLANNING & ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER MEETING DATE: AUGUST 15, 2000 SUBJECT: PRELIMINARY PLAT APPLICATION LOT 1, BLOCK 1, GRAPEVINE III ADDITION PLAT APPLICATION FILING DATE ........................................................ August 4, 2000 APPLICANT ...................................... Mr. Robert Needham, Needham Wright Engineers REASON FOR APPLICATION...... Platting site for a proposed commercial development PROPERTY LOCATION .................................. North of Western Oaks Boulevard on the west side of State Highway121 SITEACREAGE..................................................................................................... 6.932 ZONING.............................................................................."CC "Community Commercial NUMBEROF LOTS........................................................................................................ 1 PREVIOUSPLATTING............................................................................................. None CONCEPTPLAN............................................................................................... CP00-08 SITEPLAN................................................................................................................... No OPEN SPACE REQUIREMENT.................................................................................. No AVIGATIONRELEASE................................................................................................. No PUBLICHEARING REQUIRED...................................................................................No 0:\AGENDA\08-15-00\G rapevi n e3_P. doc PLAT INFORMATION SHEET PRELIMINARY PLAT I. GENERAL: 1. Mr. Robert Needham, the applicant, is platting this 6.932 acre site for commercial development. This property is located north of Western Oaks Boulevard and west of State Highway 121. 2. The property is currently undeveloped. 11. STREET SYSTEM: 1. This site has access to State Highway 121 and Western Oaks Boulevard, a Type "E" Collector on the Thoroughfare Plan. III. STORM DRAINAGE SYSTEM: 1. The property naturally flows south to north towards Big Bear Creek. The back of the property is in the 100 -year floodplain easement. 2. The on-site and off-site storm drainage systems must be designed in accordance with the requirements of the City of Grapevine's Code of Ordinances. IV. WATER SYSTEM: 1. There is an existing 10 -inch water line located within the Western Oaks Boulevard right-of-way to the south of this property and an existing 20 -inch water line located to the east of this property within the State Highway 121 right-of-way. 2. The developer will be required to extend a looped water line through this property to provide for the domestic and fire protection needs of this development. 3. The existing water distribution system is adequate to serve the domestic and fire protection needs of this and future surrounding developments. V. SANITARY SEWER SYSTEM: 1. There is an existing 8 -inch sanitary sewer line located within the Western Oaks Boulevard right-of-way to the south of the property. 2. The existing sanitary sewer collection system is adequate to serve the needs of this and future surrounding developments. 0:\AGENDA\08-15-00\Grapevine3_P.doc VI. MISCELLANEOUS: 1 Water and Wastewater Impact Fees building permits. The current fee ils $37,446-66. VII. STATEMENT OF FINDINGS: are due prior to the issuance of any ($5,402.00 per acre x 6.932 acres) A. The City has determined that the right-of-way required to be dedicated for streets, utilities, drainage and other municipal needs and services are consistent with the City's ordinances and master plan, are reasonable and are connected to the proposed project in the following manner: 1 The utility easements dedicated by this plat are necessary to provide for public and franchised utility service to this and surrounding developments. 2. The drainage easements dedicated by this plat are necessary to provide for the conveyance of storm water run-off. 3. The right-of-way dedicated by this plat is necessary to provide for the development of the surrounding transportation system. B. The City further finds that the required dedication is related both in nature and extent to the impact of the proposed development as follows: 1. The utility easements dedicated by this plat will allow for public and franchise utilities to serve this development and surrounding sites. 2. The drainage easements dedicated by this plat will allow for the conveyance of storm water run-off. 3. The right-of-way dedicated by this plat will allow for the development of the surrounding transportation system. 4. All of the dedications benefit the development to at least the extent of the impact of such on the development. VIII. RECOMMENDATION: 1. The members of the City Council and The Planning & Zoning Commission consider the following motion: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Preliminary Plat Application of Lot 1, Block 1, Grapevine III Addition." JLH/cst 0:\AGENDA\08-15-00\Grapevine3—P.doc -r, z �.a G112- & Cap OWNER'S CERTIFICATED F' STATE OF TEXAS COUNTY OF TARRANT WILL D. FARRAR, JR. WHEREAS, CIRRUS GROUP is the owner of a 6.932 + i Volume 6209, Page 813 acre tract of land in the G. G. Star Survey, D. R. T.C.T. � �i 5w (((/\ v, Abstract 1466, g ••}j� situated in the City of Grapevine, Tarrant County, Texas and being that ZONED: R-20 tract described in Volume 10189, Page 475 of the Deed Records of blit .-/� Tarrant County, Texas and being more particularly described as follows: S 73'31'26" E �� 5.5BEING 6932 'v- I . acres or land located in the G.G. Starr Survey, Abstroct 33.14' i 1� No. 1466, Torrant County, Texas and being a portion of the tract of land 111 conveyed to Robert Grunnoh, Trustee by the deed recorded in Volume N 79'01 48 E�/ 10189, Page 475 of the Deed Records of Tarrant County, Texas, said 29.94' N 89 20'09" E 4 6.932 acres being more particularly described by metes and bounds as ° 40.02' 6$ A1,5 tallows: pA 9A 62 j =544 BEGINNING at a 1/2 inch iron rod set at the northeast corner of a 1 corner clip In the northwest quadrant of the intersection of Western Oakshwa GRAPHIC SCALE " E. Drive (0 64 foot right-of-way) and State Hi 2,tF / / 9 Y 121 (a variable _ width right-of-way); _ „ -"'S4a I THENCE South 45 deg. 46 min. 00 sec. West, along said corner clip a ( / IN FEET / Qy JAR "-•. distance of 21.21 feet to 0 1 2 inch iron rod set for corner; I snon = 40) It. D tri'"' \ 3 S f� THENCE North 89 deg. 14 min. 00 sec. West alongthe north line of said ' '' r ��, e7 't'1'` \54g ��)�\ Western Oaks Drive a distance of 45.95 feet to a 1/2 inch iron rod / ✓ , 5'j / J__ set at the beginning of a curve to the right having a radius of 328.17 IN EASEMENT `� \� L..i 7 feet, a central angle of 25 de 43 min 56 sec. and a chord bearing IK irZ. w7nt mis /-"' /.� _r 1 �L �5 t / South 76 deg. 22 min 02 sec East, �` P . /. z ` f L / THENCE along said curve, in a northwesterly direction 147.39 feet to a t9 a / et \ 55 8 1/2 inch iron rod found for corner; I �/ THENCE North 63 deg. 30 min. 04 sec. West, continuing along said / f /� `0 / / _� ` ` � C'; Western Oaks a distance of 407.81 feet to a 1/2 inch iron rod found for O ` corner; THENCE North 26 deg. 29 min. 56 sec East a distance of 1.24 feet to a 1/2 inch iron rod found on the southwest corner of a tract of land conveyed to Pholo Heim by the deed recorded in Volume 10530, Page I V) 2038 of the Deed Records, Tarrant County, Texas; 560 `r, \, \ THENCE along the west boundary of said Grunnoh tract, and the east / /j�� • yFL a�0�� / / '� boundary of said Helm tract the following calls and distances: ��✓`/ J ,�?>� OQ�' Z North 14 deg. 01 min. 21 sec. East a distance of 79.05 feet to a „fj99' 2� E �Oti W % o found 1/2 inch iron rod; North 06 deg. 50 min. 32 sec. East a distance of 121.70 feet, passing the centerline of BigBear Creek: /erfiron rod found, on line, and in oil 219.65 feet, to a point THENCE along the northwest boundary line of said Grunnah tract, and the y centerline of Big Bear Creek the following calls and distances: PHALA HELM / % f''i( —`— <" \ \ v ` �North 44 deg. 43 min. 07 sec. East a distance of 108.20 feet, to Volume 10530, Page 2 / 6V�/D ��-.+, I o , o point: D. R. T. C. T. ` / , LOT 1, 17LOti j \ ; �` - �I� North 79 deg. Ot min. 48 sec. East a distance of 29.94 feet, to a ZONED: CC 301,981 Sq. Ft /� I o „ point; i (�932 Ac. t �\a South 73 deg. 31 min. 26 sec. East a distance of 33.14 feet, to a LOLD�'V � polntrSouth 89 g 20 min. 09 sec. East a distance of 40.02 feet, to a MIN, FINISH FLOOR SHALL B BOVE o ULTIMA —FL6IDD 1 North 74 deg. 30 min. 24 sec. East a distance of 87,23 feet, to a OR 54.0 �o� pont: \ � DE N '29' 1 14 'SQ 2+� E56A��. �� North 68 deg 43 min. 18 sec. East a distance of 94.62 feet, to a ,/r IR AC AL 26' 9'56 � .24' � point; \ ��\ THENCE North 58 deg. 44 min. 40 sec. East a distance of 218.96 feet, departing said Creek centerline, to a 1/2 inch iron rod found of th,^ northeast corner of said Grunnah tract lyiiiq on the west ri ht -of -way line of said Stoke Highway 21; _v THENCE South 00 deg. 46 min. 00 sec. Went a digtonce of 742.12 feet to the POINT OF BEGINNING and containing 301,981 square feet or 6.932 acres of land. �� ZONEO6 R-7.5 E i A T E'g`_ rr '!�/�/ �-'�\ �•,....�------ S s A ,._ K ' Y a A ,�- POINT 9-� � �t WEST ERN Cj, ON (1 s663 s h \ \'• ,..` 1 S E K C v`�O \ `�. - ... SLIDE 2232 \,.C:,\.�� _ �---- N I N C_ CAB\NE 2 1 `�\ cY} I 1 �I 516-Ek_SEMENT ry �• �� ''�'o- � / � I v,,rITH THIs�E,ri� a RS +.D 1 ( 1563 1/2' IR C R-342837 _ s• / as.H4' % 0� 68 e' 1 11; L=1 9 sow S 45'46'00" W n i ! T=74.96 N 89'14'00" 21,21 ' TION650.52' 20' R.n.w. DEOICA Delta=25'43'56" NTH 1NIs PUT =146.15 SITE EASEMENT A/NO �Q• ^' o WESTERN OAKS PLAfg-,CQ- '02"E i NTH THIS PLAT 0 N ,, i LOT 1 BLOCK 1 t, /- u . - _, 180 65 4-214 s;.`0" ES 4414'00" , 3.3826 AC '---- -___ E 46 74' MOCNINGBIRD DEVELOPMENT. LTD. --"----- 2L21 40L 71091, _ 677 I�c ., vm Eii / i 1-1- r VICINITY MAP N.T.S. PLANNING & ZONING COMMISSION: Date Approved: Chairman: Secretary GRAPEVINE CITY COUNCIL: Date Approved: Mayor: City Secretary. I AUG' 0 4 2000 PUBLIC WORKS PRELIMINARY PLA T LOT 1, BLOCK 1 GRAPEVINE Ill ADDITION A 6.932 ACRE TRACT LOCATED IN THE G.G. STAR SURVEY, ABSTRACT NO, 1466 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS OWNER: ENGINEER: CIRRUS GROUP NEEDHAM NEEDHAM WRIGHT ENGINEERS � ft £n9news, the C—,- 1700 PACIFIC AVENUE 1(1290 MONROE DRIOT SUITE 2730 DALLAS, TEXAS, 75201 PH. (214) 953-1722 SUITE 101 DALLAS. TEXAS, 75229 PH. (214) 357-4`581 FAX (2214) 953-1728 FAX (214) 357-2985 CONTACT BILL HUTCHISON. JR CONTACT: ROBERT M. NEEDHAM JUNE 22 2000 Jpg N0. 820-001 TITis pka-t_=.=fi4e~ :irl, . aWne --- — -._ r Slide Date duly - 2000 AUGRE Of E 0 12000 S 73'31'2( �H 33.14 U� N 79'01'48" E WILL D. FARRAR, JR, Volume 6209, Page 813 D. R. T. C. T. ZONED: R-20 n 1~ N 89'20'09" E AIS I N 616 A 62 40.02 E N 7 4 g�,23 _ 6 gs G"4 � J O� � � / RE EK z 3 PHALA HELM �ry� Volume 10530, Page 2038 / D. R. T. C. T. FLOODPLAIN ZONED: CC EASEM N WILL D. FARRAR, JR, Volume 6209, Page 813 D. R. T. C. T. ZONED: R-20 n 1~ N 89'20'09" E AIS I N 616 A 62 40.02 E N 7 4 g�,23 _ 6 gs G"4 A� ". � J RE EK 42.83'- ?2� SEAR 4 5'G 111ills FLOODPLAIN EASEM N ,i �nnwr.�vir,c. �'y 4 I a ,�M�5y,0 E%4 Sp`r\�UO 'Vry 1/2" k C 96 i p,0 � li'1 JpE. �r FLOODPLAIN EASEMENT 3 b,J 441. 64N01'001"W Lu 1 i E n \ OFT RIM 566gyy. FL 56A. o � 0 c oC, P 2 Iry 0 ��' 1 tOly.O LI NE 4' ry qry. IO&, 7 -Jt -GO 2.1&52 Pm ,12 LVA DET -15 ii C-11 LOT 1, BLOCK 1 ONE STORY BRICK W , F/F 567.00 EDGE ASPH. SHIRR. carr taut via: talc ssz.c LOGE 1— 1> 4 N(Y glvG 55.56 wts a c ss..ax cwt SSeu N ------------------------------- - --_ ao.ts' SING PAVERS ----_ --.� •' WESTERN OAKS PLAZA -------------- a 4 LOT 1, BLOCK 1 R 3.3826 AC SCALE: 1" = 40' GRA HIC SCALE b 0 1 1aPh � 4O R - —7 SITE PIAN CITY OF GNAPEVINE APPROVED SHEET _ 3 OF f 3 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE 1. All requirements of Section 25, "CC' Community Commercial District shall be met. 2. All requirements of Section 53, Landscaping Regulations shall be met. 3. All requirements of Section 56, Off -Street Parking Requirements shall he met. 4. All signage shall be in accordance With Section 60, Sign Standards. NOTES: 1. TYPICAL PARKING STALLS ARE 9 'x 18' FOR AUTOMOBILES . 2. FOR IRRIGATION SLEEVES SEE IRRIGATION DRAWINGS. 3. CONCRETE PAVEMENT FOR DRIVE TURNOUTS MUST MEET CIN OF GRAPEVINE SPECIFICATIONS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. SEE SHEET C-10 AND C-11 FOR PAVING DETAILS, 6. BARRIER FREE RAMPS AT ALL STREET/DRIVE INTERSECTIONS. 7. TRAFFIC BARRICADES WILL BE REQUIRED AT ALL PROPOSED DRIVEWAY CONNECTIONS TO STREETS AND STORM SEWER CONSTRUCTION IN STREET RIGHT-OF-WAY. BARRICADES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE '1980 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. TX -DOT PERMIT REQUIRED FOR DRIVE ON 121. LEGEND �i�� +Yvb fnpsw;O�dNEERS 10290 MONROE DRIVE DALL(AYSUITE S. TEX101 75229 311 201 FAX 1214)) 387-2985 CONT CT: ROBERT M. NEEDHAM 5"-3500psi CONCRETE W/ AUGUST, 2000 A� ". I FOR PARKING AREAS(6% LIME mi � ?2� PARKING SPACES * * FIRELANES-6"-3500psi CONC. 111ills WITH 6" LIME TREATED SUBGRADE FOR TRUCK AREAS(6% LIME COMPACTED TO 95% DENSITY) BAND OF SPECIAL PAVERS a sun Rip RAP SLI PROTECnON `tel ►� VOID" -- - • • .err ------------------------------- - --_ ao.ts' SING PAVERS ----_ --.� •' WESTERN OAKS PLAZA -------------- a 4 LOT 1, BLOCK 1 R 3.3826 AC SCALE: 1" = 40' GRA HIC SCALE b 0 1 1aPh � 4O R - —7 SITE PIAN CITY OF GNAPEVINE APPROVED SHEET _ 3 OF f 3 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE 1. All requirements of Section 25, "CC' Community Commercial District shall be met. 2. All requirements of Section 53, Landscaping Regulations shall be met. 3. All requirements of Section 56, Off -Street Parking Requirements shall he met. 4. All signage shall be in accordance With Section 60, Sign Standards. NOTES: 1. TYPICAL PARKING STALLS ARE 9 'x 18' FOR AUTOMOBILES . 2. FOR IRRIGATION SLEEVES SEE IRRIGATION DRAWINGS. 3. CONCRETE PAVEMENT FOR DRIVE TURNOUTS MUST MEET CIN OF GRAPEVINE SPECIFICATIONS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. SEE SHEET C-10 AND C-11 FOR PAVING DETAILS, 6. BARRIER FREE RAMPS AT ALL STREET/DRIVE INTERSECTIONS. 7. TRAFFIC BARRICADES WILL BE REQUIRED AT ALL PROPOSED DRIVEWAY CONNECTIONS TO STREETS AND STORM SEWER CONSTRUCTION IN STREET RIGHT-OF-WAY. BARRICADES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE '1980 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. TX -DOT PERMIT REQUIRED FOR DRIVE ON 121. NEW PAINTED STRIPING NEW SIDEWALK * * NOTE: 24' FIRELANES THICKENED INSIDE 25' DRIVING LANES 0 PAVING & DIMENSIONAL CONTROL PLAN LOT 1, BLOCK 1 GRAPEVINE /// ADDITION A 6.932 ACRE TRACT I LOCATED IN THE Fl? +1P G.G. STAR SURVEY, ABSTRACT NO. 1466 oEpT:M: NEDM CITY OF GRAPEVINE V.*f;MWs TARRANT COUNTY, TEXAS" ......„...., . L 3 _ OWNER: ENGINEER: • • NEEDHAM MR1tiHT 59M UAW. 5Qfp SpUA(� NOSE41 YEDAFt Otl WESrENN OAKS DR. AT INTERSECTION WITH WM. M TATE. ttlY.'� LEGEND �i�� +Yvb fnpsw;O�dNEERS 10290 MONROE DRIVE DALL(AYSUITE S. TEX101 75229 311 201 FAX 1214)) 387-2985 CONT CT: ROBERT M. NEEDHAM 5"-3500psi CONCRETE W/ AUGUST, 2000 6"' LIME TREATED SUBGRADE FOR PARKING AREAS(6% LIME COMPACTED TO 95% DENSITY) ?2� PARKING SPACES * * FIRELANES-6"-3500psi CONC. WITH 6" LIME TREATED SUBGRADE FOR TRUCK AREAS(6% LIME COMPACTED TO 95% DENSITY) BAND OF SPECIAL PAVERS NEW PAINTED STRIPING NEW SIDEWALK * * NOTE: 24' FIRELANES THICKENED INSIDE 25' DRIVING LANES 0 PAVING & DIMENSIONAL CONTROL PLAN LOT 1, BLOCK 1 GRAPEVINE /// ADDITION A 6.932 ACRE TRACT I LOCATED IN THE Fl? +1P G.G. STAR SURVEY, ABSTRACT NO. 1466 oEpT:M: NEDM CITY OF GRAPEVINE V.*f;MWs TARRANT COUNTY, TEXAS" ......„...., . L 3 _ OWNER: ENGINEER: • • NEEDHAM MR1tiHT 59M UAW. 5Qfp SpUA(� NOSE41 YEDAFt Otl WESrENN OAKS DR. AT INTERSECTION WITH WM. M TATE. ttlY.'� CIRRUS 4'ROUP 1700 SA C ,[�V�7NUE �N7L(L/j� �U4 Oi CONTACT HU�IiISON. R. �i�� +Yvb fnpsw;O�dNEERS 10290 MONROE DRIVE DALL(AYSUITE S. TEX101 75229 311 201 FAX 1214)) 387-2985 CONT CT: ROBERT M. NEEDHAM AUGUST, 2000 JOB NO. 8200300