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HomeMy WebLinkAboutORD 2019-007 ORDINANCE NO. 2019-007 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING SPECIAL USE PERMIT SU18-04 TO ALLOW FOR THE DEVELOPMENT OF A PUBLIC UTILITY DISTRIBUTION FACILITY AND ASSOCIATED EQUIPMENT IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT 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 SPECIAL 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 special use permit by making applications for same with the Planning and 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 special 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 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 special 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 49 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, 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 special 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 special 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 special 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 special 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. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a special use permit in accordance with Section 49 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City Ordinance No. 2019-007 2 of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Special Use Permit SU18-04 to allow for the development of public utility distribution facility and associated equipment in a district zoned "CC" Community Commercial District within the following described property: Lot 1, Block 1, Vineyard Switch Addition (1057 Texan Trail), all in accordance with a site plan approved pursuant to Section 49 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. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas to reflect the herein special 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 safety 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. 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 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 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. 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. I Ordinance No. 2019-007 3 Section 8. 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 passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE on this the 19th day of February, 2019. APPROVED: William D. Tate Mayor ATTEST: GRAPF�/ O .' y � i � . U i Tara Brooks �`� ,'c City Secretary _ *�* * APPROVED AS TO FORM: City Attorney 4 Ordinance No. 2019-007 4 I I I I I I I I / / Q7 N24'31'03'E 15.07' \.•1��15' Jy2j \ t } 2 N40.10'48'W 126.61'. IN, Z.W _ 68.73` w \v e=n•n'o7• R-1700.42' T=166.51' L=331.96' CB=N31'02'28' CL=331.43' 0 50 100 150 200 SCALE: 1'=100' N S \ S.U.P. 4 �. GREAT WOLF ADDITION , _ - OF GRAPEVINE \ 'YARD DOC. NO. 206214579 9.42 ACRES �.. (CAB. A, SL. 11261) O.R.T.C.T. \ .1 s z ZONING: 'CC' COMMUNITY s9z� COMMERCIAL DISTRICT I� - '- ) �'_ 0.28 ACRES PAVEMENT (C=0.9) I NONE REQUIRED COPPELL ROAD ' (60'RIGHT-OF-WAY) CITY 0� 18. P MIL``A` 'NOL 14318, PG. 96 I 1 _ 15' ELECTRICAL UTILITY 0 50 100 150 200 SCALE: 1'=100' N S \ S.U.P. ---- -------- --- 1 do• 02. \ 'YARD TOTAL OPEN SPACE: 9.42 ACRES S'RIGHT OF WAY T DEDICATION 71 25' FRONT SETBACK APPROX. 1440 SF TOTAL PAVED AREAS: Doc. No. Dzmz39Tos Q ��sl ; 0.28 ACRES PAVEMENT (C=0.9) PARKING REQUIRED: NONE REQUIRED DAR"", OF Al j--'-.-�_o RIGHT OF IV xa�*- -'1 -'•c CITY 0� 18. P MIL``A` 'NOL 14318, PG. 96 I 1 _ 15' ELECTRICAL UTILITY .jIm'Lia•' .. H 200889A@@77691 D R.T.GT_ PIP .COMPANY EASEMENT AND RIGHT OF MAY G �2y5092TT6 \ 20' RIGHT OF WAY EASEMENT ,VOL. 122�PG.331 / no T. \ \ $ 1�'! 20 PUBLIC UTILITY EASEMENT 00 0 - - O'TCLl1DI EASEMENT STATE'D4 TEXAS I �� DOC. OA.T.C.T. ' it DOC. NO D20425t691 !� O.R.T.C.T. \� VOL 14974. 266 (D2011290681'-� B,R.r.C.T. !Its LOT 2, BLOCK I CONTROL ADDITION ZONING: 'CC' COMMUNITY a�5 v \ \ \ \ \ ) ONCOR ELECTRIC DELIVERY COMPANY, LLC ) DOC.No.D2V 5857 20' REAR YARD SETBACK � O.P.R.T.C.T. 'I � � ;�I II 15' WATER EASEMENT DOC No. 6209306554 O.R.T.C.T. W S.U.P. ZONING: CC COMMUNITY COMMERCIAL DISTRICT ELECTRIC STATION do• 02. 13.55 ACRES TOTAL OPEN SPACE: 9.42 ACRES TOTAL BUILDING AREA: 1 - CONTROL CENTER sit► I APPROX. 1440 SF TOTAL PAVED AREAS: 3.85 ACRES GRAVEL (C=0.5) Q ��sl ; 0.28 ACRES PAVEMENT (C=0.9) PARKING REQUIRED: NONE REQUIRED DAR"", OF Al j--'-.-�_o RIGHT OF IV xa�*- -'1 -'•c - ---- �, '___' �- OL. tOR 6.Ci /SEE SHEET 2 OF 2 -FOR DETAILS .jIm'Lia•' .. H PIP .COMPANY r \ 20' RIGHT OF WAY EASEMENT ,VOL. 122�PG.331 / no T. \ \ IS'ELECTRICA' UTILITY EASEMENT AND RII,4T1T OF WAYEM AGR j. I / \ ) 20 SIDE YARD SETBACK DOC. 0..0215092776 / - EXISTING FIRE HYDRANT I 1 298354 15'W ii - / / 20' REAR YARD SETBACK j L N88'S3'4$'W'I 272,95' // / / � // i I L a -�- -,Y - CITY OF FORT WORTH N23 46'2 W TOTAL E&P USA BARNETT, LLC - ,6 tL75, PG 3 58 46 - / / DOC. NO. D216266568 a VOL.. 5475, PG. 301 I \ / O.R.T.C.T. _ O.R.T.C.T. N21-24'08'_� ZONING: DFW AIRPORT •x'29.39' \\ \ PROPOSED DRAINAGE I I PROPERTY PROPOSED ACCESS _-EASEMENT -- - L_ \EASEMENT I i - - _ TOTAL E&P USA BARNETT•LLC 1 \ \ \ I 20' SIDE YARD SETBACK O I ; !,� DOC. NO. D216266568 II` \ e-04'43 4' \ - - J o. O.R T C T (V Q R 1700. �_ T=70.21 -- - on LOT 1 BLOCK 1 \ L=140.3! \ o AIRPORT CROSSING JV WELLS - 1 CB=N19' '38'W DOC. N0. D210239705 CL=140. \ �\---------- O.R.T.C.T. 0 - \ 1 , a AS. SITE DATA SUMMARY ZONING CLASSIFICATION: C.C. tee PRESENT USE OF PROPERTY: VACANT 6$z� PROPOSED ZONING: S.U.P. PROPOSED USE OF PROPERTY: ELECTRIC STATION TOTAL LOT AREA: 13.55 ACRES TOTAL OPEN SPACE: 9.42 ACRES TOTAL BUILDING AREA: 1 - CONTROL CENTER sit► I APPROX. 1440 SF TOTAL PAVED AREAS: 3.85 ACRES GRAVEL (C=0.5) Q ��sl ; 0.28 ACRES PAVEMENT (C=0.9) PARKING REQUIRED: NONE REQUIRED PUBLIC WORKS DEPARTMENT GENERAL NOTES 1.The Contractor shall be responsible for submitting a copy of the bid proposal for .11 public hnpmvememe, to the City of Grapevine at the pre construction meeting. This proposal shall include unit wast, quantifies and amounts. 2.The Own Cdntracfor shall be responsible for paying a 5% Inspection fee to 6s CK)' of Grapevine el dIe pretoncWction meeting for all public improvements. 3.The Contractor shall be responsible for contacting me City of Grapevine Building =ant at (817) 4103010 to request a Tree Preservation Inspection prior to any work commencing on ff. tiffs. 4.The Contractor shall be responsible for recording all field changes fo the plans The project engineer shall incorporate Mese chargee i to'As�BuiX' record drawings. 5.'fha City of Grape cone, Cwstnmti,, inspector overtime pdi y allows me Contract to Work from 7 a- W 7 p.m., Monday through Saturday. No work s allowed on Sundays. Overtime Merges or 645 per tour shell be paid ft the City by the Contractor for work onside me ramal work week (i.e. 8 a.m. to 5 p.m., Monday through Friday). Saturday work requires A four (4) hour minimum overtlmre targe.' 6.EeM contractor within the proposed development shall guarantee their, work for A period or ton (z) years atter the nate or rreI acceptance by me car or all public improwemeda. Meintsrence bonds 811811 be in an amouM equal W 25 percent or Ne consW n coati or the improvemenst wNhin public dghtaf-way w oasemerds. Thu inclutles esrevatioNall far public aVeets. 7.The City of Grapevine% Code of Ordinances shall be adhered W. Special atlembon should be given w App,n 1, F. Erosion and Sedimerltabon Comrd. SectionF of the ordinance allows the Director of Public Works to issue a'Sfopawork order for any devdopmem. impwvem nt. or construction which 6 in vldaboh of this omiwnce. ),I IT V u-1- VIIVL \ Y < 16eE 1 I � i.� sr s �. s s� • rd� i '.�.' _' 61 V w 1 Q � v J� \ 1 � t s r5 A/ ?r I, /{�� w` SIDE Y RD SETBACK {©J �+)� F f • • � • � � 7i' L4� sit► I £ BOB■h`�rw� i 3 p ���pp �p�0 Q ��sl ; AW k.. DAR"", OF Al j--'-.-�_o RIGHT OF IV xa�*- -'1 -'•c - ---- �, '___' �- OL. tOR 6.Ci - .jIm'Lia•' .. PIP .COMPANY r ),I IT V u-1- VIIVL \ Y < 16eE 1 I BENCHMARK e1: CITY OF GRAPEVINE, MONUMENT NO. 7. 12' ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, MON. 7'. LOCATED AT THE WETHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DR.) Ni 7032555.6588 E: 2411930.1491 ELEV: 585.91 OWNER/APPLICANT ONCOR ELECTRIC DELIVERY COMPANY 115W. TIFF! STREET, SUITE 505 FORT WORTH, TX 76102 (817) 2156807 CONTACT: SETH SAMPSON ENGINEER HALFF ASSOCIATES 3603 PARKWOOD BLVD. SUITE BOO FRISCO, TX 75034 (214) 618-4570 CONTACT: BRIAN M. SATAGAJ, PE 20'REAR YARD SETBACK r -ccs 5 "At i LOCATION MAP N.T.S. CAUTIONUI EXISTING UTILITIES IN THE AREA. UTILITIES LOCATION SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-800-DIG-TESS) N NOTES: 1. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 2. SPECIAL USE REQUEST SUIS -04 IS A REQUEST TO ALLOW FOR THE DEVELOPMENT OF A PUBLIC UTILITY DISTRIBUTION FACILITY AND ITS ASSOCIATED EQUIPMENT. 3. SPECIAL USE PERMIT SUIB-04 IS A REQUEST TO ALLOW FOR A PUBLIC UTILITY DISTRIBUTION FACILITY AND EQUIPMENT IN A DISTRICT ZONED 'CC' COMMUNITY COMMERCIAL DISTRICT. 4. KNOX-BOX TO BE PROVIDED. LOCATION AND ACCESS TO BE COORDINATED WITH ONCOR. LEGEND: -fi$- PROPOSED MAJOR CONTOUR LINE --B3$- PROPOSED MINOR CONTOUR LINE --?60-- EXISTING MAJOR CONTOUR LINE - EXISTING MINOR CONTOUR LINE EX. 611.22- EXISTING SPOT ELEVATION 613.60 PROPOSED FINISHED GRADE ELEVATION - e.. ar EXISTING OVERHEAD ELECTRIC - e. icon EXISTING WATER LINE SANITARY SEWER --- STORM SEWER ivp POWER POLE O SANITARY SEWER MANHOLE Owv WATER VALVE 4 -FH FIRE HYDRANT I& term WATER METER SUBSTATION PAD PAVEMENT PER DETAIL SHEET C5.01 8' THICK 4000 PSI REINFORCED CONCRETE PAVEMENT W/ 4 BARS 18' O.C.E.W. OVER W MINIMUM SCARIFIED AND RE -COMPACTED SUBGRADE (95X STD. PROCTOR) CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER SUIS -04 LOCATION: NORTHEAST CORNER OF TEXAN TRAIL 8 DART RAILWAY ADDRESS: 1057 TEXAN TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET.' 1 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES CASE NAME: VINEYARD SWITCHING STATION CASE NO.: SUIS -04 Z a O U) U _04 ''-ofd _j _j L) Lij ~ ��z LL Z bW(L p w~9 W C7 �0 Z Z O 9 i •LL L 4 c MEN son MEN =-- \ \ 10' PUBLIC UTILITY EASEMENT �(;,%------- -- ' -------_r- - -'-'✓�_ --- "� "' £ DOC. N D20426169P _= T/ o R T c T ---'-- ;� � ==�� i -moi s20' SIDE YARD SETBACK �_- AW k.. DAR"", OF Al j--'-.-�_o RIGHT OF IV xa�*- -'1 -'•c - ---- �, '___' �- OL. tOR 6.Ci - !EXPLORER PIP .COMPANY GREEN AIR CARGO DISTRICT \' \ CONTROL ADDITION ZONING: 'CC' COMMUNITY a�5 P 1 COMMERCIAL DISTRICT - � BENCHMARK e1: CITY OF GRAPEVINE, MONUMENT NO. 7. 12' ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, MON. 7'. LOCATED AT THE WETHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DR.) Ni 7032555.6588 E: 2411930.1491 ELEV: 585.91 OWNER/APPLICANT ONCOR ELECTRIC DELIVERY COMPANY 115W. TIFF! STREET, SUITE 505 FORT WORTH, TX 76102 (817) 2156807 CONTACT: SETH SAMPSON ENGINEER HALFF ASSOCIATES 3603 PARKWOOD BLVD. SUITE BOO FRISCO, TX 75034 (214) 618-4570 CONTACT: BRIAN M. SATAGAJ, PE 20'REAR YARD SETBACK r -ccs 5 "At i LOCATION MAP N.T.S. CAUTIONUI EXISTING UTILITIES IN THE AREA. UTILITIES LOCATION SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-800-DIG-TESS) N NOTES: 1. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 2. SPECIAL USE REQUEST SUIS -04 IS A REQUEST TO ALLOW FOR THE DEVELOPMENT OF A PUBLIC UTILITY DISTRIBUTION FACILITY AND ITS ASSOCIATED EQUIPMENT. 3. SPECIAL USE PERMIT SUIB-04 IS A REQUEST TO ALLOW FOR A PUBLIC UTILITY DISTRIBUTION FACILITY AND EQUIPMENT IN A DISTRICT ZONED 'CC' COMMUNITY COMMERCIAL DISTRICT. 4. KNOX-BOX TO BE PROVIDED. LOCATION AND ACCESS TO BE COORDINATED WITH ONCOR. LEGEND: -fi$- PROPOSED MAJOR CONTOUR LINE --B3$- PROPOSED MINOR CONTOUR LINE --?60-- EXISTING MAJOR CONTOUR LINE - EXISTING MINOR CONTOUR LINE EX. 611.22- EXISTING SPOT ELEVATION 613.60 PROPOSED FINISHED GRADE ELEVATION - e.. ar EXISTING OVERHEAD ELECTRIC - e. icon EXISTING WATER LINE SANITARY SEWER --- STORM SEWER ivp POWER POLE O SANITARY SEWER MANHOLE Owv WATER VALVE 4 -FH FIRE HYDRANT I& term WATER METER SUBSTATION PAD PAVEMENT PER DETAIL SHEET C5.01 8' THICK 4000 PSI REINFORCED CONCRETE PAVEMENT W/ 4 BARS 18' O.C.E.W. OVER W MINIMUM SCARIFIED AND RE -COMPACTED SUBGRADE (95X STD. PROCTOR) CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER SUIS -04 LOCATION: NORTHEAST CORNER OF TEXAN TRAIL 8 DART RAILWAY ADDRESS: 1057 TEXAN TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET.' 1 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES CASE NAME: VINEYARD SWITCHING STATION CASE NO.: SUIS -04 Z a O U) U _04 ''-ofd _j _j L) Lij ~ ��z LL Z bW(L p w~9 W C7 �0 Z Z O 9 i •LL L 4 c MEN son MEN 1 sYepl ,Mw ft drvmw4 wn S .04. P.E. I- (ovls2atel. Aweralbn of weed aoamw4 w�luwwl www awnameoa N n» con s eYw drewins a an •e M wm Aeae-lase, .,_Pa flaw, Tun FvOM. TAPE Flm I I ----------------------------------------------------------------------------------------------------------------------------------------------I S B 0 i 1 sYepl ,Mw ft drvmw4 wn S .04. P.E. I- (ovls2atel. Aweralbn of weed aoamw4 w�luwwl www awnameoa N n» con s eYw drewins a an •e M wm Aeae-lase, .,_Pa flaw, Tun FvOM. TAPE Flm I I ----------------------------------------------------------------------------------------------------------------------------------------------I �I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l� I I I I I I I I I R=1700.42' / \ T=166.51' FUTURE DRIVE CONNECTION L=331.96' \ ,CB=N31.02'28'W // I �In \ CL=331.43' / — f Soy ti9 D IS' ELECTRICAL UTILITY \Y EASEMENT AND RAGR EM WAY JZ AGREEMENT 0 DOC. No. 0215092776 c O.R.T.C.T. \ / I ', EA MENT ----- EXISTING FIRE HYDRANT .T. M-� / I D.R. .0 .T.\., N 2 t I V- 29.13'IC N68*5'15'W n ° 29.13' \ \ I -- -- --- - --o FR _____ r 58.46,� 71 N2124'0B'E /560_2 20'REAR YARD SETBACK 29.39' \ I / / /LOT 2, BLOCK 1 \ \ PROPOSED ACCESS J\ I I I I 00000000 00000000000o0o____ oc \\ EASEMENT \ �� I ONCOR ELECTRIC DELIVERY COMPANY, LLC I se 4 \ / EASEMENT PROPOSED DRAINAGE i DOC. No. D218025857 TOTAL E&P USA BARNETT,LIC I _ _ -') O.P.R.T.C.T. _ - _� DOC. NO. D216266568 \ I EXISTING ZONNING: "CC" - O.R.T.C. T. 1, i ' SIDE YARD SETBACK \ \-- LOT 1, BLOCK 1 ••\ _ AIRPORT CRO SING 9705WELLS PROPOSED DRIVE CONNECTION ` - f1s:� ; CONCEPT DUMPSTER LOCATION FULL DEPTH SAWCUT AND REMOVE \ -2 15'ONCOR SWING GATES O.R.T.C.T. \ ••, NOT FOR CONSTRUCTION 70 I s 9 Nos APPROXIMATELY 100 LF TT EXISTING \ \ r_ CONCRETE CURB AND GUTTER \,�\ _\ - - _ I _ I _ SEE CITY DETAIL GR3070 FOR \\ \ R I 2-15' ONCOR SWING GATES � --R8838'42'E W451' REPAIR DETAILS 1 \ \ 96• \ y.- \\ DI / ------- — ,Do \ \ ' L/$ EXISTING FIRE HYDRANT 0=a \ 24' CONCRETE \\ \ DRIVE I I 20' SIDE YARD SETBACK \ .v� 20' REAR YARD SETBACK p 8' MASONRY SCREEN WALL I I n \ PROPOSED \CONTROL CENTER =sGo 6TL( A '24' 69' - 43' , Iz'w A I LOT 1, BLOCK 1 PROPOSED LIGHTING ONCOR ELECTRIC DELIVERY COMPANY, LLC a✓S�� _�s\ STRUCTURE ITYPJ I. DOC. No. D218025857- �' ��' \ P I O O O• O. P.R.T.C.T. ( EXISTING ZONNING: -CC' SIG �� % II \ A, r l 20' SIDE YARD SETBACK \ 2-15' ONCOR SWING GATES - �� \ \` •• r� COMPANY `'--,,cg- N, -uy-----\�Sp `� �� `� � °EXPLORER PIPELINE CO � - � -------- DOC. �\ r DOC. No. D201126776 o = FUTURE 12' HIKE AND \ \ I i, ,OOr)f , ') w0 `-) ,'-i :J ,OO;J , O;)f ,DO;�i DA.T.D.T. ------ BIKE _- �- ---- a BIKE TRIAL TO BE L - ESTABLISHED BY 2 \ \ L/S L— ------'----- _ - - _ ,� - --- ONCOR LICENSE I Nair? \ \ / - - _ - ---------- --------------- AGREEMENT WITH _u \ / _ _� - _mss - r9 O \ 8'MASONRY SCREEN WALL------------------------- GRAPEVINE �8\ i�0 sg \\ / 25'FRONT YARD SETBACK _- sos— _ is / ter. t CITY OF GR A 10' PUBLIC UTILITY EASESIENT� _ l - DOC. No. 0204251691' - �O.R.T.C.T. -- CAUTIONIII i , \ ` ��-' - �'_ - - - , - -- - EXISTING UTILITIES IN THE AREA. UTILITIES \`�- - - �— T RAILWAY LOCATION SHOWN ARE SCHEMATIC IN NATURE n / / k ! t ny �� ' f- son DAFWHT OF W AND MAY NOT ACCURATELY REFLECT SIZE, 1100' FG- 6'0 HORIZONTAL, AND/OR VERTICAL LOCATION. 10146. �rlc _ _ -- VOL• O R T.C,T. OC TION PRIOR THE OTOSBEGINNING CONSTRUCTION. �Dt9- _ - --- LOCATION AFFECTED UT LITIES AT LEAST 48 e _ - - HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-800-DIG-TESS) - o � F PUBLIC WORKS DEPARTMENT GENERAL NOTES 3 1.The Cordrador shall be responsible for submiting a copy of the bid proposal for all public improvements to the City of Grapevine at the pre mnatructim meeting. This SITE DATA SUMMARY Proposal shall include unit costs, quantities and amounts. 2.Tha Owner/Contractor shall be responsible for paying a 5% inspection fee m the Cay of ZONING CLASSIFICATION: C.C. \ O AFENCE I TO BE REMOVED ' � Z-'- - I II k CITY OF GRAPEVINE, MONUMENT NO. 7: A=04'43'44' R=1700.42' I � I 3e _ 12' ALUMINUM R00 WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, _ Department at (817) 410-3010 m request a Tree Preservation Inspection prior le aly sat mmm,ndng on the ane. a1 `-- ---� —I --------- ----��EXISTING o c- b O O 5T=70,21 I I1 L=140.34' N90'00'00E-- 843.77' COOF ENGE EERS AD THE GR GRAPEVINE LAKE , N ELwLLWEt. CITY of FORT WORTH CB=N19*33'38'W RCP project engineer shall incorporatethese changes inm •As-6,nr remrtl drrwmp. PROPOSED USE OF PROPERTY: ELECTRIC STATION (DFw AIRPORT)18' N: 7032555.6588 — — _ E: 24 1930.1 491 A rrem 7 e.m. m 7 p.m., Monday ihmugh Saturday. No Warr is allowed m Sundays. VOL. 5475. Pc. 3010CL=140.30' O.R.T.C.T. 13.55 ACRES ELEV: 585.91 Overtime charges of $45 ter hour shall be paid m the CRY by the Contactor for Work e mutske the normal Work I,w, (i.e. 8 a.m. m 6 p.m., Monday through Friday). Saturday requires a rour (4) tour minimum owroma charge,' E 6. Each mneactorvdtth me Proposedfinaltlevebpmeb shell guarantee Meir Was cora parted 3 rtwo(z)years boncls an dammgna unto -I1, 1Ow proeor 1,cPublic impmOncostts. _ theirdenance mond6 awl be in an amount equel m m p,reml of the mnsiruetion costa of W+tlin public dgMciwey or easements. This indudes esravatanAin for the sic streets. public ete,ts. 3 n 7.The be of Grapevine's Cade of Ordinances awl be adhered m. Spada) attantim ehmk be given m Appendix F. Erosion ark Sedimentation Control. Section F dfhts ordinance draws the Direemrof Public Worbm tss 'stop-ork ordee ter any tNo 9.42 ACRES 1 -CONTROL CENTER APPROIL14405E 3.85 ACRES GRAVEL (C=0.5) 0.28 ACRES PAVEMENT (C=0.9) NONE REQUIRED OWNER/APPLICANT ENGINEER 115 W. ELECTRIC,SUITEDELIVERY COMPANY HALFF ASSOCIATES 115 W. 7TH STREET, surrE 565 FFUS O. TX 750 BLVD. SURE B00 FORT WORTH, TX 76102 FRISCO, TX 75034 (214) 6184570 (817) 2158807 CONTACT: BRIAN M. SATAGAJ, PE CONTACT: SETH SAMPSON L HW PROPOSED DETENTION AREA se20'SIDE YARD SETBACK \ \-- LOT 1, BLOCK 1 ••\ _ AIRPORT CRO SING 9705WELLS PROPOSED DRIVE CONNECTION ` - f1s:� ; CONCEPT DUMPSTER LOCATION FULL DEPTH SAWCUT AND REMOVE \ -2 15'ONCOR SWING GATES O.R.T.C.T. \ ••, NOT FOR CONSTRUCTION 70 I s 9 Nos APPROXIMATELY 100 LF TT EXISTING \ \ r_ CONCRETE CURB AND GUTTER \,�\ _\ - - _ I _ I _ SEE CITY DETAIL GR3070 FOR \\ \ R I 2-15' ONCOR SWING GATES � --R8838'42'E W451' REPAIR DETAILS 1 \ \ 96• \ y.- \\ DI / ------- — ,Do \ \ ' L/$ EXISTING FIRE HYDRANT 0=a \ 24' CONCRETE \\ \ DRIVE I I 20' SIDE YARD SETBACK \ .v� 20' REAR YARD SETBACK p 8' MASONRY SCREEN WALL I I n \ PROPOSED \CONTROL CENTER =sGo 6TL( A '24' 69' - 43' , Iz'w A I LOT 1, BLOCK 1 PROPOSED LIGHTING ONCOR ELECTRIC DELIVERY COMPANY, LLC a✓S�� _�s\ STRUCTURE ITYPJ I. DOC. No. D218025857- �' ��' \ P I O O O• O. P.R.T.C.T. ( EXISTING ZONNING: -CC' SIG �� % II \ A, r l 20' SIDE YARD SETBACK \ 2-15' ONCOR SWING GATES - �� \ \` •• r� COMPANY `'--,,cg- N, -uy-----\�Sp `� �� `� � °EXPLORER PIPELINE CO � - � -------- DOC. �\ r DOC. No. D201126776 o = FUTURE 12' HIKE AND \ \ I i, ,OOr)f , ') w0 `-) ,'-i :J ,OO;J , O;)f ,DO;�i DA.T.D.T. ------ BIKE _- �- ---- a BIKE TRIAL TO BE L - ESTABLISHED BY 2 \ \ L/S L— ------'----- _ - - _ ,� - --- ONCOR LICENSE I Nair? \ \ / - - _ - ---------- --------------- AGREEMENT WITH _u \ / _ _� - _mss - r9 O \ 8'MASONRY SCREEN WALL------------------------- GRAPEVINE �8\ i�0 sg \\ / 25'FRONT YARD SETBACK _- sos— _ is / ter. t CITY OF GR A 10' PUBLIC UTILITY EASESIENT� _ l - DOC. No. 0204251691' - �O.R.T.C.T. -- CAUTIONIII i , \ ` ��-' - �'_ - - - , - -- - EXISTING UTILITIES IN THE AREA. UTILITIES \`�- - - �— T RAILWAY LOCATION SHOWN ARE SCHEMATIC IN NATURE n / / k ! t ny �� ' f- son DAFWHT OF W AND MAY NOT ACCURATELY REFLECT SIZE, 1100' FG- 6'0 HORIZONTAL, AND/OR VERTICAL LOCATION. 10146. �rlc _ _ -- VOL• O R T.C,T. OC TION PRIOR THE OTOSBEGINNING CONSTRUCTION. �Dt9- _ - --- LOCATION AFFECTED UT LITIES AT LEAST 48 e _ - - HOURS PRIOR TO CONSTRUCTION IN THIS AREA. (1-800-DIG-TESS) - o � F PUBLIC WORKS DEPARTMENT GENERAL NOTES 3 1.The Cordrador shall be responsible for submiting a copy of the bid proposal for all public improvements to the City of Grapevine at the pre mnatructim meeting. This SITE DATA SUMMARY Proposal shall include unit costs, quantities and amounts. 2.Tha Owner/Contractor shall be responsible for paying a 5% inspection fee m the Cay of ZONING CLASSIFICATION: C.C. BENCHMARK -1. Grapevine at the pre+mam,mm nnesting for all public improvements. CITY OF GRAPEVINE, MONUMENT NO. 7: 3.The Contactor shall be responsible for contacting the Cay of Grapevine Building PRESENT USE OF PROPERTY: VACANT 12' ALUMINUM R00 WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, _ Department at (817) 410-3010 m request a Tree Preservation Inspection prior le aly sat mmm,ndng on the ane. AT 7 R STATION OF THE N. ,RPS PROPOSED ZONING: S.U.P. COOF ENGE EERS AD THE GR GRAPEVINE LAKE t 47h, Contradorsh.11 be responsible for recording all field cm rees m the plena. Tho HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DR.) project engineer shall incorporatethese changes inm •As-6,nr remrtl drrwmp. PROPOSED USE OF PROPERTY: ELECTRIC STATION N: 7032555.6588 &-Fhe City of Grapevine's Cmabucton Inspector overtime policy shears the Cmunstor m E: 24 1930.1 491 A rrem 7 e.m. m 7 p.m., Monday ihmugh Saturday. No Warr is allowed m Sundays. TOTAL LOT AREA: 13.55 ACRES ELEV: 585.91 Overtime charges of $45 ter hour shall be paid m the CRY by the Contactor for Work e mutske the normal Work I,w, (i.e. 8 a.m. m 6 p.m., Monday through Friday). Saturday requires a rour (4) tour minimum owroma charge,' E 6. Each mneactorvdtth me Proposedfinaltlevebpmeb shell guarantee Meir Was cora parted 3 rtwo(z)years boncls an dammgna unto -I1, 1Ow proeor 1,cPublic impmOncostts. _ theirdenance mond6 awl be in an amount equel m m p,reml of the mnsiruetion costa of W+tlin public dgMciwey or easements. This indudes esravatanAin for the sic streets. public ete,ts. 3 n 7.The be of Grapevine's Cade of Ordinances awl be adhered m. Spada) attantim ehmk be given m Appendix F. Erosion ark Sedimentation Control. Section F dfhts ordinance draws the Direemrof Public Worbm tss 'stop-ork ordee ter any TOTAL OPEN SPACE: TOTAL BUILDING AREA: TOTAL PAVED AREAS: PARKING REQUIRED: 9.42 ACRES 1 -CONTROL CENTER APPROIL14405E 3.85 ACRES GRAVEL (C=0.5) 0.28 ACRES PAVEMENT (C=0.9) NONE REQUIRED OWNER/APPLICANT ENGINEER 115 W. ELECTRIC,SUITEDELIVERY COMPANY HALFF ASSOCIATES 115 W. 7TH STREET, surrE 565 FFUS O. TX 750 BLVD. SURE B00 FORT WORTH, TX 76102 FRISCO, TX 75034 (214) 6184570 (817) 2158807 CONTACT: BRIAN M. SATAGAJ, PE CONTACT: SETH SAMPSON Ell- iv �0� LOCATION MAP N.T.S. N 0 30 60 90 120 SCALE: 1"=W NOTES: I. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 2. SPECIAL USE REQUEST SU18-04 IS A REQUEST TO ALLOW FOR THE DEVELOPMENT OF A PUBLIC UTILITY DISTRIBUTION FACILITY AND ITS ASSOCIATED EQUIPMENT. 3. SPECIAL USE PERMIT SU18-04 IS A REQUEST TO ALLOW FOR A PUBLIC UTILITY DISTRIBUTION FACILITY AND EQUIPMENT IN A DISTRICT ZONED 'CC' COMMUNITY COMMERCIAL DISTRICT. 4. KNOX-BOX TO BE PROVIDED. LOCATION AND ACCESS TO BE COORDINATED WITH ONCOR. LEGEND: ------ 935�— PROPOSED MAJOR CONTOUR LINE — — PROPOSED MINOR CONTOUR LINE --46`-- EXISTING MAJOR CONTOUR LINE - -- -- -- EXISTING MINOR CONTOUR LINE EX. 611.22— EXISTING SPOT ELEVATION 61750 PROPOSED FINISHED GRADE ELEVATION r. ar EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE SANITARY SEWER -- STORM SEWER A POWER POLE O SANITARY SEWER MANHOLE Owv WATER VALVE IFN FIRE HYDRANT (IWM WATER METER (I am LANDSCAPE )0( LP YARD LIGHTING SUBSTATION PAD PAVEMENT PER DETAIL SHEET C5.01 a 8'THICK 4000 PSIREINFORCED CONCRETE PAVEMENT W/ a4 BARS 18' O.C.E.W. OVER 6' MINIMUM SCARIFIED AND RE -COMPACTED SUBGRADE (95% STD. PROCTOR) CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER: SUIB-06 LOCATION: 1057 TEXAS TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET._L OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES CASE NAME: GRAPEVINE SWITCH SUBSTATION CASE NO.: SUIB-04 0 GOy 0 Z W L U 1 O U co CD ofoF- 2 >11�� JJ W U off~ H W UZ> (nLLI U W Q W ~ W W Ov Z p •LL L $ Sec" 2I�i' MEN OEM Em�rt'wieM MNOW gopv notlfiWbn b Na Tie E glee�Wrq PiecUm M. Tire recaG o W Y d N'a Nmnp b on fiM u 1M same d Nell) Me,cidea. Inc., see] Pake,4 BM.. Fdw,. Trtu>bN4. T9PE FlRM wFa11. a \ \ FUTURE LOCATION 1Z HIKE AND BIKE TRAIL TO BE ESTABLISHED BY ONCOR LICENSE AGREEMENT WITH CITY OF GRAPEVINE Z J � D - 9F LANDSCAPELEGEND SYMBOL DESCRIPTION • 3' CAL. UNE OAK (LO) REQUIRED 3' CAL. BUR OAK (BUR) ' O Y 3' CAL. CEDAR ELM (CE) 5 GAL. DWARF WAX MYRTLE (WM) 5 GAL. TEXAS SAGE (TS) CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS SITE AREA 590,111 S.F. Page DESCRIPTION REQUIRED PROVIDED STZ L.F. OF STREET FRONTAGE 13.5 SHADE TREES 15 TREES PROVIDED (1 TREE PER 50 LF) SHOWN ARE SCHEMATIC IN NATURE 8 PERIMETER LANDSCAPE SCREEN 399' MIN. WIDTH SHRUBS BUFFER ALONG PERIMETER BUFFER WITH 100 SHRUBS ® 30' O.C. EVERGREEN (PROVIDED) EXISTING WATER LINE SHRUBS @4& STORM SEWER O.C. (100 SHRUBS) 55- TREE MITIGATION/ PRESERVATION SEE TREE -� MINOR CONTOUR LINE SURVEY FOR WA EXISTING MAJOR CONTOUR LINE ADDITIONAL - - - • EXISTING MINOR CONTOUR LINE INFORMATION -------- NOTES: 1: REQUIRED TREE QUANTITIES PROVIDED ARE BASED ON CITY OF GRAPEVINE LANDSCAPE ORDINANCE REQUIREMENTS IN SECTION 53. 2: PROVIDED STREET FRONTAGE TREES AND PROVIDED SCREENING BUFFER TREES WERE SHOWN CONCEPTUALLY DUE TO EXISTING UTILITY EASEMENTS. 3. REQUIRED LANDSCAPE LOCATED IN THE CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS CHART ARE ASSUMPTIONS TAKEN FROM SECTION 53 OF THE ZONING ORDINANCE. FINAL LANDSCAPE REQUIREMENTS ARE TO BE CONFIRMED AND FINALIZED WITH THE CITY OF GRAPEVINE. 4. IRRIGATION DESIGN TO BE PROVIDED BY TEXAS LICENSED IRRIGATOR. S. CONTRACTOR TO PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM TO ALL PROPOSED PLANT MATERIAL SHOWN. c LEGEND: O Page EXISTING FIBER OPTIC=CONSTRUCTION CAUTIONIII -- EXISTING TELEPHONE LINE UTILITIES IN THE AREA. UTILITIES - E%ISTINC CAS LINE SHOWN ARE SCHEMATIC IN NATURE 8 EXISTING SANITARY SEWER NOT ACCURATELY REFLECT SIZE, E%ISTING OVERHEAD ELECTRIC TAL. AND/OR VERTICAL LOCATION. TRACTOR SHALL VERIFY THE EXACT EXISTING UNDERGROUND ELECTRICPRIOR TO BEGINNING CONSTRUCTION. - --- EXISTING WATER LINE AFFECTED UTILITIES AT LEAST 48 IOR TO CONSTRUCTION IN THIS AREA. STORM SEWER (1-800-DIG-TESSI 55- MAJOR CONTOUR LINE -� MINOR CONTOUR LINE W ~ --AGO-- EXISTING MAJOR CONTOUR LINE W - - - • EXISTING MINOR CONTOUR LINE -------- PROPERTY LINE O EASEMENT LINE O ASPHALT POWER POLE SANITARY SEWER MANHOLE Owv WATER VALVE IFN FIRE HYDRANT WATER METER O INLET PROTECTION $F SILT FENCE EXHIBIT O Page — of Q a. U O 8 n V cc 0 g U ~ J J LLI oq� > U~ �zz� U1Vwa Q W ~ W O ZZ O 0 25 50 75 100 SCALE: 1•=50' CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER: SU18-04 LOCATION: NORTHEAST CORNER OF TEXAN TRAIL 8 DART RAILWAY ADDRESS: 1057 TEXAN TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION ��pr9scepF Q'i `• BU ZPn CHAIRMAN Drawn BY ATE ` Checked By: BMS DATE: Smle: AS NOTED SHEET: 3 OF 6 Sh d APPROVAL DOES NOT AUTHORIZE ANY LANDSCAPE PLAN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES L101 Sheet Number I` I 0 8 g ��pr9scepF Q'i `• BU ZPn CHAIRMAN Drawn BY ATE ` Checked By: BMS DATE: Smle: AS NOTED SHEET: 3 OF 6 Sh d APPROVAL DOES NOT AUTHORIZE ANY LANDSCAPE PLAN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES L101 Sheet Number I` I CENTERI COLUMN CONCRETEP AND PIER CA REF. 2/S1.1 CAP AT PANEL STEPS - IF REQUIRED FOR GRADING n 1 TYPICAL 8'-0" ASHLAR SCREEN WALL ELEVATION V I SCALE: 1?'=1'-0' 3'-0" TWO 11 C1111-1.11111 INSERTS WITH 12' RECESS O TYPICAL PRECAST WALL PANEL - TOP VIEW SCALE: 1?=1'-0" 12-0" 11'6" PANEL REINFORCEMENT 0 A TYPICAL PRECAST WALL PANEL - ELEVATION �F SCALE 12=1'-0' ASHLAR PATTERN CENTERLINE OF CENTERLINE OF COLUMN AND PIER � COLUMN AND PIER REF 8/S1.1 FOR TOP o a�w VIEW OF PRECAST 2. TO ACHIEVE THE FINAL EFFECT OF REAL STONE, VERTI-CRETE WALLS ARE COLORED WITH COLUMN - IN 1'-8"xi'-8"PRECAST CRETE PIER CONCRETE COLUMN 11/4'x21 1?'x21 12' -0'x2'6" CAST -IN-PLACE iTANDARD PRECAST a a ;ONCRETE COLUMN CONCRETE PIER CAP - :AP - REF. 2151.1 m LL wo iND 7/Si. TWO #SXTVERTICAL . PSI CONCRETE AFTER COLUMMNN BARS EXTENDING 2'-0" SET ON PIER CAP 4 INTO PIER CAP AND 5'-0' NTO COLUMN - I '6'x1'6" PRECAST w10 a1Qz ;ONCRETE COLUMN O TYPICAL PRECAST COLUMN CAP - TOP VIEW SCALE: 12"=1'-0' f)r_ TYPICAL PRECAST WALL PANEL -REINFORCEMENT VV SCALE: 1?=1'-0" TWO 314'x6' COIL LOOP INSERTS WITH 12" RECESS #4x11'6" TOP BAR TWO ADDITIONAL WIRES AT LIFTING POINT T -8"x11'6" SHEET OF 8x8-W2.9xW2.9 WELDED WIRE FABRIC I6 GAUGE) ATTACHED TO #4 TOP BAR 02 TYPICAL COLUMN/PIER SECTION SCALE: 12"=1'-0' _FtxlHW4T COLUMN AND PIER I F PRECAST CONCRETE COLUMN BEYOND REF. 21ST A PRECAST WALL PANEL - REF. 41S 1.1 III'T�Illll I I S I— I I I ' I 03 TYPICAL WALL SECTION SCALE 12'=1'Z CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER: SU18-04 LOCATION: NORTHEAST CORNER OF TEXAN TRAIL 8 DART RAILWAY ADDRESS: 1057 TEXAN TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 4 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES TWO 3/4"x6" COIL LOOP hm IL ��I 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 12" RECESS o a�w I_I II II—I' 2. TO ACHIEVE THE FINAL EFFECT OF REAL STONE, VERTI-CRETE WALLS ARE COLORED WITH miry PENETRATION. THE PAINT IS SPECIFICALLY FORMULATED TO ENSURE MOISTURE CRETE PIER aoLL w ~ i2' -0'x2'6" CAST -IN-PLACE PIER CAP- a a CONCRETE PIER CAP - 2/51.1 m LL wo CORGROUT SOLID WITH CORE. DEPTH VARIES . PSI CONCRETE AFTER COLUMMNN O SET ON PIER CAP FROM 6" TO 16" w10 a1Qz �j ¢_ 18" OIAMETER CAST -IN-PLACE CONCRETE PIER REINFORCED WITH FOUR 15 VERTICAL BARS 18" IA. AND#3 TIES AT 1TOC. O TYPICAL PRECAST COLUMN CAP - TOP VIEW SCALE: 12"=1'-0' f)r_ TYPICAL PRECAST WALL PANEL -REINFORCEMENT VV SCALE: 1?=1'-0" TWO 314'x6' COIL LOOP INSERTS WITH 12" RECESS #4x11'6" TOP BAR TWO ADDITIONAL WIRES AT LIFTING POINT T -8"x11'6" SHEET OF 8x8-W2.9xW2.9 WELDED WIRE FABRIC I6 GAUGE) ATTACHED TO #4 TOP BAR 02 TYPICAL COLUMN/PIER SECTION SCALE: 12"=1'-0' _FtxlHW4T COLUMN AND PIER I F PRECAST CONCRETE COLUMN BEYOND REF. 21ST A PRECAST WALL PANEL - REF. 41S 1.1 III'T�Illll I I S I— I I I ' I 03 TYPICAL WALL SECTION SCALE 12'=1'Z CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER: SU18-04 LOCATION: NORTHEAST CORNER OF TEXAN TRAIL 8 DART RAILWAY ADDRESS: 1057 TEXAN TRAIL MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 4 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES TWO 3/4"x6" COIL LOOP INSERTS WITH 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 12" RECESS INTERNATIONAL BUILDING CODE. 2. TO ACHIEVE THE FINAL EFFECT OF REAL STONE, VERTI-CRETE WALLS ARE COLORED WITH AWATER-BASED ACRYLIC STRUCTURAL CONCRETE PAINT DESIGNED FOR SUPERIOR PENETRATION. THE PAINT IS SPECIFICALLY FORMULATED TO ENSURE MOISTURE PROOFING, COLOR STABILITY, AND ULTRA -VIOLET RESISTANCE. FOUNDATION NOTES 1. THE FOUNDATION DESIGN IS BASED ON THE PROVIIONS OF THE 2015 INTERNATIONAL BUILDING CODE. x TAPERED HOLLOW CORGROUT SOLID WITH CORE. 2 THE FOUNDATION SHALL CONSIST OF AUGER -EXCAVATED, STRAIGHT SHAFT REINFORCED . PSI CONCRETE AFTER COLUMMNN CONCRETE PIERS. REFER TO TYPICAL PIER DETAIL FOR BEARING DEPTH. SET ON PIER CAP OQ TYPICAL PRECAST COLUMN - TOP VIEW U SCALE'. 1?'=V WITH #3 TIES AT 12' O. C.� 7-0'x2'6' CAST -IN-PLACE PIER CAP BELOW NOTE: PANELS OMMITED FOR CLARITY. TWO #5x7'-0" VERTICAL BARS EXTENDING 2'-0" INTO PIER CAP AND 5'-0' INTO COLUMN 8".8"T 6"x6" TAPERED HOLLOW CORE. GROUT SOLID WITH 3,000 PSI CONCRETE AFTER COLUMN SET ON PIER CAP 0�7TYPICAL PRECAST COLUMN - REINFORCEMENT �7 SCALE 12'=1'-0 STRUCTURAL CONCRETE NOTES 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 AND ACI 318. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED. 2. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE COARSE AGGREGATES AND CORRESPONDING TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTH AS FOLLOWS. PRECAST PANELS, COLUMNS, AND CAPS 4,000 PSI CAST -IN-PLACE GROUT FOR PRECAST COLUMNS 3,000 PSI ALL CAST -IN-PLACE CONCRETE, U.N.O. 3,000 PSI 3. ALL CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE PROVIDING THREE (3) TO SIX (6) PERCENT AIR BY VOLUME. 4. CONCRETE PROTECTION FOR STEEL REINFORCEMENT SHALL BE AS FOLLOWS (SEE ACI 318, SECTION 7.7 FOR CONDITIONS NOT INDICATED): ALL CONCRETE PLACED AGAINST SOIL 3' FORMED FOUNDATION CONCRETE 1' PRECAST PANELS EXPOSED TO WEATHER 3/4" PRECAST COLUMNS EXPOSED TO WEATHER 11/4" REINFORCING STEEL NOTES 1. ALL DETAILING OF STEEL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI COMMITTEE 315 PUBLICATION SP66,'ACI DETAILING MANUAL" 2. DEFORMED BAR REINFORCEMENT SHALL BE IN CONFORMANCE WITH ASTM A615, GRADE 60. 3. SPLICES WITHIN CONTINUOUS REINFORCING SHALL BE A MINIMUM OF THIRTY (30) BAR DIAMETERS. 4, WELDED WIRE FABRIC SHALL BE ELECTRICALLY WELDED, COLD -DRAWN WIRE IN CONFORMANCE WITH ASTM A185, GRADE 65. WELDED WIRE FABRIC SHALL BE PLACED IN FLAT SHEETS ONLY. 5. LAP WELDED WIRE FABRIC AT LEAST 1 12 SQUARES PLUS WIRE END EXTENSIONS BUT NOT LESS THAN TWELVE (12) INCHES, UNLESS NOTED OTHERWISE. EXTEND MESH ACROSS SUPPORTING BEAMS AND WALLS. 'T E AL APPEARING ON THIS DOCUMENT IS AUTHORIZED BY R. TRENT PERKINS. P.E. 84264 _2U L_ V / 4- Q L U as 1.i U) `� X U^/^'' H VJ C C W Q C Q U� _0 4- 0 T U CIO L CL O U Z O DATE: 1/29/2019 MWECT NUMBER: 19027 DRAWINGS ISSUED FOR: CONSTRUCTION SHEET NUMBER S1.1 STRUCTURAL FENCE DETAILS STATION STANDARD - ONCOR PROPRIETARY INFORMATION COMPANY INTERNAL 'ON T33HS 3 tr O U Z O COMPANY INTERNAL 3 LO x Q N o d' N UJ V)Z Z O Z O . J w U J a w z ow >V) w � o ~ � j J Z J ✓oma E-2 U Z UJ U ME W O ui u W cr W x o a_ w o J Q U_ d } H WALL A E69202-001 SHEET NO. 003 N i of t0 COMPANY INTERNAL 'ON AIHS CD LIG T 001 NOTES: EXHI ITpp O ' b \\I 1. ILLUMINATED SIGNAGE WAS INCLUDED IN THE TERMINATION OF THE ILLUMINATION LEVELS. 2. SEE SHEET E69202-001 FOR CONTROL HOUSE LIGHTING DETAILS. Page MM OIj 20' 0 20' 40' SCALE, 1' = 20'-B' o M n 0 � O -. �-' M n '.'_ . `'�._' r� -- "' ::` e e e -. -' � _ _ EATON. MPW WOODBRIDGE LEO, POST TOP LIGHT o x z rt \ � n 0 Z OM n w n t� YARDLIGHT DETAIL o \ I M / n 3 O - CASE NAME: VINEYARD SWITCHING STATION CASE NUMBER: SU18-04 _- ro LOCATION: NORTHEAST CORNER OF TEXAN TRAIL DART RAILWAY n ADDRESS: 1067 TEXAN TRAIL " MAYOR SECRETARY y n' M DATE: PLANNING AND ZONING COMMISSION z ¢ 1 • I CHAIRMAN J _ � \ 7 DATE: U Z n n n SHEET: 6 OF 6 J d _ ------ " - APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES ORORDINANCES rn �, DEPARTMENT OF DEVELOPMENT SERVICES o Q � 2 _ n ro n ro ° = �E W C7 Z J S�jE �t��11 S4 m 3 o i PATRICK H. PREVOST o 2it�gTFf 102334&o��4M1 Rl �ION� o 11'=18 E LIGHT -000 SHEET NO. eel COMPANY INTERNAL