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Home My WebLink AboutCU1995-11■ TURNER i NORTH ST HWY. SITE i COPPEL RD. WALL i7. a� g 21 , o (2e) S.P.R•R• . ♦ I DALLAS -FORT WORTH ♦ I INTERNATIONAL AIRPORT DALLAS ROAD__ I 112 1) I (114) I (114) (121) �. VICINITY MAP N, 1 .',. LEGEND Note: All irrlprovements ore existing unless otherwise noted. LLJ I ZLU �> n J LU 0 f'r D II �� II EXISTING TRFFS - 12"S.S. -- EXISTING SANITARY SEWER - 16 "W - EXISTING WATER LINE EXISTING FIRE HYDRANT r � EXISTING LIGHT POLE ; I. H.1 OVERHEAD ELECTRIC Note: All irrlprovements ore existing unless otherwise noted. LLJ I ZLU �> n J LU 0 f'r D II �� II m C\2 cc �� I Ln co Of z a� LU J m Q) II LL- Q A Q co I .H PLAN OF: Trencor, Inc. CASE #: CUSS -11 LOCATION: Lot 1, Block 1, Trencor Jetco Addition MAYOR _ S RET Y li DATE: PLANNING AND ZONING COMMIS ION CHAIRMAN DATE: SHEET 1 QF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES ,{ n /FW AIRPORT CGNC. u. I.L. // MI)HUMLIN No. 34 APPLICANT TRENCOR, INC. • rn, ran 1400 E. HWY . ?-G 4•� GRAPEVINE, TEXAS 765U1 (817) 424 -1968 1 ++ / ENGINEER SHAWN ENGINEERING ! ENVIRONMENTAL CORP. �// 132 EAST MAIN STREET Ni j GRAND PRAIRIE, TEXAS 75050 (214) 263 -7270 NOTE: A VARIANCE O� IS REQUESTED f0 THE SCREENING �O � Ol, j REQUIREMENTS FOR OUTSIDE STORAGE AS RFOUIRED J IN SECTION 31.C.04 DURING THE PERIOD OF fONSTRUCTION, ALL. THE REQUIREMENTS OF THE GRAPEVIIIE SOIL EROSION i• P CONY R01_ ORDINANCE SHALL BE ME f . / • (SECTION 47.F.I.b.18.) • I LOT 1 BLOCK 1 BUILDING "DYE ,,TRENCOR JETCO ADDITION S CABINET A , SLIDE 1 691 j ntal atal Flear PLAT RECORDS OF Height Heigr. Bn;lair,g Area • Bu; laino ;tor ;es131 Frie "I II Areq Arc.-j R�It;0a 51 T A R R A N T C O U N T Y, TEXAS E.lst ;no Office 3 43' 47.376 of . Ex ;Sting MFG 34 2R.6R75r W.K PAYNE SURVEY / . /' ABSTRACT NO. 121 1 j Existing Paint Booth 50 4.0149 •,f / . 5 1.371 A C R E S TOTAL N,A N/ 175.1061 s, 7.737.7,4 s1 7.827 /'y''�✓'`�, ZONED: LIGHT INDUSTRIAL w N0r[5: FLOODWAY LIMITS / �. j 111 Property i5 zoned •LI Light industrial istr ;r_t ". 10' UTILITY EASEMENT FOR A 12" FORCE MAIN 12) AllowaDle a;rrensiafls q ;van are per 1982 xprohens ;vx 7 %n no Ora; nonce of Grapev n ferns. as Amended in 1984. I SANITARY SEWER L INE ) (3) 3 stories ma.irrum allowed by rrainonce. Y 100 -YEAR FLOODPLAIN l I / /1 TO THE CITY OF GRAPEVINE 14) 50 feet maximim height allowed Dy ordin -ice. VOLUME 7454. PAGE 10951 j 15) 50% m m ax ;Tru buI Id ;no coverage al lowed D Ord ;nonce. LIMITS + / / r D.R.T.C.T BASED ON HYDROLOGIC 8° 556 IT CONDITIONS REPRESENTING ULTIMATE WATERSHED DEVELOPMENT ' , a • _/"� , r r' qMU nxLlrl ' 4 02 - \ � Bui ld;ng .'/ A11446 ES r T r.x. / - -� 4 4 F � -- -_ Existing Office PERMANENT UTILITY EASEMENT 3 HWY PIIOSE� I v+ A I PLI ll? I r urn . FOR SANITARY SEWER FACILITIES / �• 3+ h,IIIII11Lllt,' IU:. '•1 P. STATE 0 TX. ° u'1I; Existing LCG TO THE CITY OF GRAPEVINE N °tJt'L0� + cox tERO. VOLUME 616. VOLUME 9503. PAGE 17451 1 YERf 1 PAGE 2�023.I 1 4 ~ D. R. T. C. T. / 9� I D.R.T.rC.T. ov ��m Exist inq Paint Booth Ln R1 . /fi:. L.P. r t Q'lN 5 /•/ •' EJ ° 3 J Lx. 1� rT - / N5 44 r � � %•Vj .04 / s 4 4 rr 0 .0� VIA ro, y� ,td6 8' 44" 3. 1 \ V� �EXASMEPOWERR8GLIGOT COMPANY j s N 8 [I. "•E• / �,�Q� SOUTHWESTERN STATES TELEPHONE COMPA VOLUME 3423. PAGE 89. D.R.T.C.T. 05 58 44 R 2341.83 "� sow L = 244. 37' �; ° �h\ I C = 244.26 ICB = N64 22' 30 "E I \ EASEMENT & RIGHT -OF -WAY .FOR ELECTRIC TRANSMISSION LINE VOLUME 8874. PAGE 2229. 3I D.R.T.C.T. I ` ao• rnl N 1 p:rn I EASEMENT 6 RIGHT -OF -WAY TO oIN I TEXAS POWER 8 LIGHT COMPANY O. L VOLUME 2074. PAGE 38. D.R.T.C.T. 2" U.G. GAS LINE D.II.I (POSSIBLE LOCATION) %aJ\P, A �+ 9 P ]y,ry.'w . r,••�,- -.r, r �� . �...r...�..r :. �..'.� .r.t,� �...'` .Rr..� rr ..,Al+. - -POINT OF BEGINNING ST. HWY. 114 BUSX ., .1 24",-1 / V a o /� / a" Q fJ E- / Q: -j (n OUTSIDE ONE. , z FL 1 p qi STORAGE A FOR C) (, lA� Q� • r I VI ~ P� Q FINISHED E IPIENT __ �. I • 0 ,. 1�p� i�,f L •,r• fn� 0 _ rj Q CIO w O I / W� Z 0 CV cr `,7' om a SCREENING FENCE Lin #• toc4rT O `� n C'' ~ I `a AT EDGE OF PAD - LLJ 0 I ti • , V)O r1..�; �� z sZdeneit Y. x. I 4 a 2 I 720• �- Z �o _ Q Xa 2 0 / y , r: I O 1'\ 4 "1: Ez1sr ING� I W • LL ASP,,ALT PARAIN4 / LOT A 1I \ • r \.� % ♦ I°' j MAID � ,yam p+• r 18 StrB l �, a Q *.M' Id H. CONIC. Q = 4 , r 10.x NY o ` ' .P. `\, 24.Oil / PEDESTRIAN R/S0. / n1 ' S. S. _ P. R40' _ "SP14AL 7- A� J 1 1� I L. P. _E 4A a 16' 84' NOTE: SEE SHEET 2 OF 2 FOR O RE1E �- E GRADING. PAVING. AND DRAINAGE Oqq /N4G 1 • DETAILS E \ � C SW4Cf I L I r I I L.P. GRATE MET '' " GRAIL INLET '''' ORATE IrNtl 1 L.P. I ,Z XISTIN 24 \ I �POND �/ III T \ EXISTING on: I � ^ ze' I J I ASPHALT PARKING LOT B I I L. S r) 10' TU ELECTRIC -1 z •• I.P. I.P. l.n. 'i "' I EASEMENI' I z PARKING SPACE NOTE' Total Building P rk ing Space Area R qu;rements 42.326 sf 5 - 1 for eadi 300 s,j it c gross floor area 128.687 sf , for each 1.000 sq it c floor area 4.048 sf 1 for each 1.000 s(I it ,f floor area TOTAL PARKING SPACES REOUIRED 1) TOTAL PARKING SPACES PROVIDED 21 Pork. inq Spades Requ; r ed 146.1 1213. 7 4.1 278.9 `57 NOTES: I1) Requirements token frprn 1982 Conprehens ve Zoning Ordinance of Grapevine. Tex05. as Amended in 1984. 421 Includes 5 Handicapped spaces. Does nc, include motorcycle spaces. OPEN SPACE NOTES Building Area and Outside Storage Area 202.670 sf Paved Area Parking 161.170 sf Pedestrian Walkways 6.970 sf Roadways 90.220 sf Total Impervious Area 461.030 Sf Total Lot Area 2.237.n4 sf '� Total Percent Impervious fiE 'EI VeD Arealll 20.6% - - NOTES: r-�JE�p4�� (1) Aloxiitum percent impery ;ous area allowed per 1982 �1vlI IG 1 Corprehensive Zoning xordinance of Grapevine. Texas. as Amended in 1984 for LI Light Industrial District" is eighty five (851 percent of total lot area. I LIJ z I ��- CU 95 -11 Z a SP 95 -13 1 I} III LL •d° CGNC. G �I BZA 95 -08 I II• �' /' L.P. n; I'. I♦ I.P.I L.P. "' I r 1I DRIVE . Y.P R.Q4• 1 I IIJ� i2° I �- � 15' WIDE PERPETUAL SEWER LINE EASEMENT TO THE CIT, OF GRAPEVINE. I II -� VOLUME 6838. PAGE 878. D R C 1I,)�011 4'213 -V D /FW 41RPORT MONUMENT N0. 35 1' E. MOORE SURVEY ABSTRACT NO. 1029 SURVEY LINE- SITE PLAN - TRENCOR, INC. ( (j,757-/ I // %� Ulr lrPn,v1',iIIP •nr pi dRu i / c co � r � PLAN OF: Trencor, Inc. CASE #: CUSS -11 LOCATION: Lot 1, Block 1, Trencor Jetco Addition MAYOR _ S RET Y li DATE: PLANNING AND ZONING COMMIS ION CHAIRMAN DATE: SHEET 1 QF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES ,{ n /FW AIRPORT CGNC. u. I.L. // MI)HUMLIN No. 34 APPLICANT TRENCOR, INC. • rn, ran 1400 E. HWY . ?-G 4•� GRAPEVINE, TEXAS 765U1 (817) 424 -1968 1 ++ / ENGINEER SHAWN ENGINEERING ! ENVIRONMENTAL CORP. �// 132 EAST MAIN STREET Ni j GRAND PRAIRIE, TEXAS 75050 (214) 263 -7270 NOTE: A VARIANCE O� IS REQUESTED f0 THE SCREENING �O � Ol, j REQUIREMENTS FOR OUTSIDE STORAGE AS RFOUIRED J IN SECTION 31.C.04 DURING THE PERIOD OF fONSTRUCTION, ALL. THE REQUIREMENTS OF THE GRAPEVIIIE SOIL EROSION i• P CONY R01_ ORDINANCE SHALL BE ME f . / • (SECTION 47.F.I.b.18.) • I LOT 1 BLOCK 1 BUILDING "DYE ,,TRENCOR JETCO ADDITION S CABINET A , SLIDE 1 691 j ntal atal Flear PLAT RECORDS OF Height Heigr. Bn;lair,g Area • Bu; laino ;tor ;es131 Frie "I II Areq Arc.-j R�It;0a 51 T A R R A N T C O U N T Y, TEXAS E.lst ;no Office 3 43' 47.376 of . Ex ;Sting MFG 34 2R.6R75r W.K PAYNE SURVEY / . /' ABSTRACT NO. 121 1 j Existing Paint Booth 50 4.0149 •,f / . 5 1.371 A C R E S TOTAL N,A N/ 175.1061 s, 7.737.7,4 s1 7.827 /'y''�✓'`�, ZONED: LIGHT INDUSTRIAL w N0r[5: FLOODWAY LIMITS / �. j 111 Property i5 zoned •LI Light industrial istr ;r_t ". 10' UTILITY EASEMENT FOR A 12" FORCE MAIN 12) AllowaDle a;rrensiafls q ;van are per 1982 xprohens ;vx 7 %n no Ora; nonce of Grapev n ferns. as Amended in 1984. I SANITARY SEWER L INE ) (3) 3 stories ma.irrum allowed by rrainonce. Y 100 -YEAR FLOODPLAIN l I / /1 TO THE CITY OF GRAPEVINE 14) 50 feet maximim height allowed Dy ordin -ice. VOLUME 7454. PAGE 10951 j 15) 50% m m ax ;Tru buI Id ;no coverage al lowed D Ord ;nonce. LIMITS + / / r D.R.T.C.T BASED ON HYDROLOGIC 8° 556 IT CONDITIONS REPRESENTING ULTIMATE WATERSHED DEVELOPMENT ' , a • _/"� , r r' qMU nxLlrl ' 4 02 - \ � Bui ld;ng .'/ A11446 ES r T r.x. / - -� 4 4 F � -- -_ Existing Office PERMANENT UTILITY EASEMENT 3 HWY PIIOSE� I v+ A I PLI ll? I r urn . FOR SANITARY SEWER FACILITIES / �• 3+ h,IIIII11Lllt,' IU:. '•1 P. STATE 0 TX. ° u'1I; Existing LCG TO THE CITY OF GRAPEVINE N °tJt'L0� + cox tERO. VOLUME 616. VOLUME 9503. PAGE 17451 1 YERf 1 PAGE 2�023.I 1 4 ~ D. R. T. C. T. / 9� I D.R.T.rC.T. ov ��m Exist inq Paint Booth Ln R1 . /fi:. L.P. r t Q'lN 5 /•/ •' EJ ° 3 J Lx. 1� rT - / N5 44 r � � %•Vj .04 / s 4 4 rr 0 .0� VIA ro, y� ,td6 8' 44" 3. 1 \ V� �EXASMEPOWERR8GLIGOT COMPANY j s N 8 [I. "•E• / �,�Q� SOUTHWESTERN STATES TELEPHONE COMPA VOLUME 3423. PAGE 89. D.R.T.C.T. 05 58 44 R 2341.83 "� sow L = 244. 37' �; ° �h\ I C = 244.26 ICB = N64 22' 30 "E I \ EASEMENT & RIGHT -OF -WAY .FOR ELECTRIC TRANSMISSION LINE VOLUME 8874. PAGE 2229. 3I D.R.T.C.T. I ` ao• rnl N 1 p:rn I EASEMENT 6 RIGHT -OF -WAY TO oIN I TEXAS POWER 8 LIGHT COMPANY O. L VOLUME 2074. PAGE 38. D.R.T.C.T. 2" U.G. GAS LINE D.II.I (POSSIBLE LOCATION) %aJ\P, A �+ 9 P ]y,ry.'w . r,••�,- -.r, r �� . �...r...�..r :. �..'.� .r.t,� �...'` .Rr..� rr ..,Al+. - -POINT OF BEGINNING ST. HWY. 114 BUSX ., .1 24",-1 / V a o /� / a" Q fJ E- / Q: -j (n OUTSIDE ONE. , z FL 1 p qi STORAGE A FOR C) (, lA� Q� • r I VI ~ P� Q FINISHED E IPIENT __ �. I • 0 ,. 1�p� i�,f L •,r• fn� 0 _ rj Q CIO w O I / W� Z 0 CV cr `,7' om a SCREENING FENCE Lin #• toc4rT O `� n C'' ~ I `a AT EDGE OF PAD - LLJ 0 I ti • , V)O r1..�; �� z sZdeneit Y. x. I 4 a 2 I 720• �- Z �o _ Q Xa 2 0 / y , r: I O 1'\ 4 "1: Ez1sr ING� I W • LL ASP,,ALT PARAIN4 / LOT A 1I \ • r \.� % ♦ I°' j MAID � ,yam p+• r 18 StrB l �, a Q *.M' Id H. CONIC. Q = 4 , r 10.x NY o ` ' .P. `\, 24.Oil / PEDESTRIAN R/S0. / n1 ' S. S. _ P. R40' _ "SP14AL 7- A� J 1 1� I L. P. _E 4A a 16' 84' NOTE: SEE SHEET 2 OF 2 FOR O RE1E �- E GRADING. PAVING. AND DRAINAGE Oqq /N4G 1 • DETAILS E \ � C SW4Cf I L I r I I L.P. GRATE MET '' " GRAIL INLET '''' ORATE IrNtl 1 L.P. I ,Z XISTIN 24 \ I �POND �/ III T \ EXISTING on: I � ^ ze' I J I ASPHALT PARKING LOT B I I L. S r) 10' TU ELECTRIC -1 z •• I.P. I.P. l.n. 'i "' I EASEMENI' I z PARKING SPACE NOTE' Total Building P rk ing Space Area R qu;rements 42.326 sf 5 - 1 for eadi 300 s,j it c gross floor area 128.687 sf , for each 1.000 sq it c floor area 4.048 sf 1 for each 1.000 s(I it ,f floor area TOTAL PARKING SPACES REOUIRED 1) TOTAL PARKING SPACES PROVIDED 21 Pork. inq Spades Requ; r ed 146.1 1213. 7 4.1 278.9 `57 NOTES: I1) Requirements token frprn 1982 Conprehens ve Zoning Ordinance of Grapevine. Tex05. as Amended in 1984. 421 Includes 5 Handicapped spaces. Does nc, include motorcycle spaces. OPEN SPACE NOTES Building Area and Outside Storage Area 202.670 sf Paved Area Parking 161.170 sf Pedestrian Walkways 6.970 sf Roadways 90.220 sf Total Impervious Area 461.030 Sf Total Lot Area 2.237.n4 sf '� Total Percent Impervious fiE 'EI VeD Arealll 20.6% - - NOTES: r-�JE�p4�� (1) Aloxiitum percent impery ;ous area allowed per 1982 �1vlI IG 1 Corprehensive Zoning xordinance of Grapevine. Texas. as Amended in 1984 for LI Light Industrial District" is eighty five (851 percent of total lot area. I LIJ z I ��- CU 95 -11 Z a SP 95 -13 1 I} III LL •d° CGNC. G �I BZA 95 -08 I II• �' /' L.P. n; I'. I♦ I.P.I L.P. "' I r 1I DRIVE . Y.P R.Q4• 1 I IIJ� i2° I �- � 15' WIDE PERPETUAL SEWER LINE EASEMENT TO THE CIT, OF GRAPEVINE. I II -� VOLUME 6838. PAGE 878. D R C 1I,)�011 4'213 -V D /FW 41RPORT MONUMENT N0. 35 1' E. MOORE SURVEY ABSTRACT NO. 1029 SURVEY LINE- SITE PLAN - TRENCOR, INC. ( (j,757-/ I // %� Ulr lrPn,v1',iIIP •nr pi dRu i f (C) Q INST LL 6 ; WOOD SCRE NING FENCE AT DGE OF PAD LL, ' v j 0 0 , 1, I ,i i Ii J" I 1:1 I� �I GRADING 1 "= 50' NOTE: DURING THE PERIOD OF CONSTRUCTION, ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET. (SECTION 47.E.1.b.18.) I �1J l r cj I I / O / / I N I AI_.L G' WOOD ;(IRLI_N I NG FENCE Al I DG ()E PAD EX. CONC. DR.' li T i 1 28' Qj Q G D Lc.l l� CD G 0 ci � a ? / - 71/i' - 4000 PSI CONC. W/2 MATS #3 BARS 18" O.C.E.W. 16 84 ' 8" REINF. 4000 PSI CONIC. APPROACH 1 - W/2 MATS 43 BARS 18" O.C.E.W Iw J o t INSTALL 15 " RCP CULVERT W MATCH FL EXIST. SWALE 0 la Z .o 10' TU ELECTRIC EASEMENT PAVING AND DRAINAGE 1 "= 50' CPU 95 -11 SP 95 -13 BZA 95 -08 I I ; I I I I 124' is i : : II I I �I Ij II I� i a 6TEPNEN A. DUDE 6 9433fi� I!d��esG/ Tsa��.i ci ` +: 312�IP6 PLAN OF: Trencor, Inc. CASE #: CU95 -11 LOCATION: Lot 1, Block 1, Trencor Jetco Addition a MAY C. -'S CRETA Y / DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 2 OF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES NOTE: CONCRETE BATCH DESIGN AtJD JOI HT MATERIAL AND SPACING PLAN SHALL BE APPROVED Br 'HE ENGIPIEER PRIOR TO CONSTRUCTIOJ. Rscpl D PIANNING 5r-l( 2 DIN: TN{IJC UT� F I E: ?�.�1r.r�r.11'V I� U ^O I Q U II J / O O I� 4x1 ttj a SH: IV MAX SLOPE (TYP. az _ MATCH EXIST. GRND. ALONG THIS LINE M,N. I I 'SL 0 _ 116, 84' I I NOTE: CONPACTION OF PAVEMENT SUBGRADE O SHALL BE TO A MINIMUM OF 95% OF o 10�/ /� I STANDARD PROCTOR. EX. CONC. SW4L DR. Lu ---� Q • LLJ I I L . . (D ; �I I IZ 28' I <zr �I I 10' TU ELECTRIC - -I i LI.P• I EASEMENT GRADING 1 "= 50' NOTE: DURING THE PERIOD OF CONSTRUCTION, ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET. (SECTION 47.E.1.b.18.) I �1J l r cj I I / O / / I N I AI_.L G' WOOD ;(IRLI_N I NG FENCE Al I DG ()E PAD EX. CONC. DR.' li T i 1 28' Qj Q G D Lc.l l� CD G 0 ci � a ? / - 71/i' - 4000 PSI CONC. W/2 MATS #3 BARS 18" O.C.E.W. 16 84 ' 8" REINF. 4000 PSI CONIC. APPROACH 1 - W/2 MATS 43 BARS 18" O.C.E.W Iw J o t INSTALL 15 " RCP CULVERT W MATCH FL EXIST. SWALE 0 la Z .o 10' TU ELECTRIC EASEMENT PAVING AND DRAINAGE 1 "= 50' CPU 95 -11 SP 95 -13 BZA 95 -08 I I ; I I I I 124' is i : : II I I �I Ij II I� i a 6TEPNEN A. DUDE 6 9433fi� I!d��esG/ Tsa��.i ci ` +: 312�IP6 PLAN OF: Trencor, Inc. CASE #: CU95 -11 LOCATION: Lot 1, Block 1, Trencor Jetco Addition a MAY C. -'S CRETA Y / DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 2 OF 2 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES NOTE: CONCRETE BATCH DESIGN AtJD JOI HT MATERIAL AND SPACING PLAN SHALL BE APPROVED Br 'HE ENGIPIEER PRIOR TO CONSTRUCTIOJ. Rscpl D PIANNING 5r-l( 2 DIN: TN{IJC UT� F I E: ?�.�1r.r�r.11'V I� U ^O