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Home My WebLink AboutBWC CORPORATIONr 16 � ✓\ 17 16 •17 I " WEST "B" STREET ; (80' UNIMPROVED R.O.W.) FNDi1/2" I.R. PP -PP ( PP I •' ?P .. .—,—.—,—,—,—,—,—,—,—.—._.—.P—,—.—,—,—,—,—,—,_,—,—.—,--4L--.—.—.—.—,—.—.—,—.—,—.—.—p—.—,—,—,—,—,—,—,—,—,—,—,_y.—._ 0_ — —. --—•—,—.y.� FND 1/2" I.R. ' EAST 592.00' '°°°�� :;• ❑ :AN SIGH �;, ❑ IEICfON51T i — — — — — — — —----------- — — — EXISTING LANDSCAPE — ----• — — — ._.._.._..3 _ 8 7 — — —• XI r EXIST NG LANDSCAPE ' ——.._..— — — — - — — — — — - _.._.. _. — — — — — — EXISTING IDSCAPE I I i V I t0 j i I � i I I I I ,•: j 2 31 2 31 ®� 1 i I I I I I mm 1 3 30 w� 3 30 cn LLJ 71 i 4 a 29 z d 4 a 29 I g cz II II I 00 m 0X a o o 00 zICYI C5 1 I I I j 5 I n 28 EXISTING ASPHALT PAVE ENT o qq 5 } 28 1 CO to i ALL AREA 6" LIME STABI ZED SUB -GRADE a s m m to " 5 I 2" -COURSE INVERSE o^ o o- W j 6 z 27 PENETRATION PAVEMENT w� g z z 27 I o o aCY ro i W <W <a i IL a 26 W .. 7 a EXISTING ASPHALT PAVEMENT 26 I � I I Q O O `:. j EXSIST. 15' DOUBLE GATE i 30' OPEN ca I Op ( g 25 � 8 25 ji 10' BL g j � I 9 24 � z g 24 O z O 0" PIPE BOLLARDS y I i II \ c0 2) 0 EACH END OF GATE v 10 �D 23 D 10 EXIST. I j O j O DUMP TER EXISTING PARKING H.C. RAMP ADDITIONAL H.C. __ i i w �� 11 22 1 9' EXIST. 11^ 4 ®9' H.C. H.C. ( 68'-2" I I za�jo 4, S\W tiJ(aol _ IOL nI F- DOOR w ' cv O j 0+E] 12 21. NEW 40'x 50, 12 + ®r - z 8 —'— I , = Injwl f. I METAL BLDG EXSISTING METAL EXISTING + ^ I C.O. C.O. ; j IN ¢j I ;' EXPANSION OF BUILDING OFFICE ^ EXISTING BLDG FINISHED FL + I „ FINISHED FL. EL. 21.0 EXISTING 6 z 13 Zo EXISTING ASPHALT PAVEMENT 0 EL. 21.0 �/ t 3 I SEWER i I I i i 40' 10Irsvp 0' I SERVICE 00 I 18' 1 IWj 1 I 1 18' 2323 -- I I I I �' I j I I ,,•: j 14 19 5 S/W 14 v 150' i i Ij a N j N 4i 3 i i Ii I I ,�, j 5 18 n EXISTING ASPHALT PAVEMENT " _ "�' 6' CHAIN LINK FENCE 18 0 z W/ 3 STRAND BARB WIRE UN I i 16 17 10' B.L. 16 1 EXISTING LANDSCAPE.- - ...... - - - - ...... - -.. . - -= - - - - - - - - - - - --.._.._..- - - - - - -EXISTING LANDSCAPE.- - - - - - -- - - - - - •EXISTING ,U=NDSCAPE - - - - FND 1/2" LR, y 8' GATE EXISTING WATER METER ..._.._..._..._..._..._..,_..._..._..._..._..._..._..._..._..._,.._.,._..._..._..._..._..._..._..._..._..._..._... _... _..._,,,«... _... _... _... _... _... _... _... _... ...__..._... _... _... _... _... _... _... _ _ _..._..._..._..._..._ __... ...... .._..._..._..._..._..,_..._.. +FH WEST 592.00' +` FH J_j TAP WEST `C� STREETCITY BY EXISTING 8" WATER LINE BY CITY 83 (60' UNIMPROVED R.O.W.) LANDSCAPING ALL LANDSCAPE IS EXISTING 1 1 32 1 32 LEGEND EXISTING LANDSCAPE PARKING: NEW PARKING REQ D. 4+3/1000 SQ. FT. OFFICE REQUIREMENT s~z YOUPON + 1.5/NON OFFICE 3 + =DWARF tNDIAN HAWTHORNE OFFICE 750 SQ. FT. .4 9 5 4 ®= LIVE OAK �2 29 ® = BARLETT PEAR 13 EXSISTING =2 H.C. 27 REGULAR = CHAIN LINK FENCE ( 4 wv . _... _.. _., fir... _. y... FH, FND 1/2" I.R. TAP BY CiTY CL �i C t; z N s ;13 N W. E S RM.997 'Y' IN BOLT OF F/H ON EAST SIDE OF 16TH STREET APPROX. 0.3 MILES NORTH OF FAIRMONT PARKWAY ELEVATION 20.05 (1973 ADJ.) NGVD. N w t s WEST 'B' ST WEST 'C' ST I d' fn En rn fn v I c I In I t y m a a NO SCALE TYPE OF DEVELOPMENT: EXISTING BUILDING EXPANSION Y OWNERS: BWC CORPORATION -Mr. Robert Weathersby BUILDERS: LWI Construction, Mike Westergren, 832-289-7080 NEW REVISED WORK ZONED: L.I.-LIGHT. INDUSTRIAL IN SCOPED CLOUD: JOB ADDRESS: 326 So. 16th STREET HCAD ACOUNT No.: 024-100-061-0001 (PRIMARY) LEGAL DESGRIPTION: LOTS 1-32, & ALLEY, & 17TH R.O.W., BLOCK 761, LA PORTE, TEXAS L ACOUNT No. 024-101-062-0001. ;DESGRIPTI0N: LOTS 1-32, & ALLEY, BLOCK 762, LA PORTE, TEXAS LEGEND: ISSUED DATES Existing Elev. 20.5 Prop. Finish Grade EL. U.E. - Utility Easement 12-02-2013 A.E. - Unobstructed Aerial Easement U.G.E.- Underground Electrital 10-84-2019 P.P. - Power Pole F.H.- Fire Hydrant -� �/(�jOj� W.V. - Water Valve MINOR R B. L. - Building Line DEVELOPMENT EXISTING 12 SANITARY SEWER BY CITY 1, BILLY L. SHANKS, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCES, ANGLES, CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE 'PLAT, AS SURVEYED BY: Charles E. Bates, TRPLS. NO. 4110 SITE PLAN EXISTING BUILDING EXPANSION BWC DoWO oWO 'I %ST RED 9 P.O, BOX 52729 tiP Lnn St�� BATON ROUGE, LA, 70892-2729 1.O2i C �vFES s Q r� so? TECH—SYS CAD DESIGNS ACCORDING TO FLOOD INSURANCE RATE MAP 48201CO945L 3814 TRIPOLI DR, DATED June-18-2007 THE TRACT HEREBY SURVEYED LIES WITHIN ZONE PASADENk TEXAS 77505 "X" AND IS NOT IN THE 100 YEAR FLOOD PLAIN. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE PH: 317-600-9641 REFERENCED MAP AND IS FOR FLOOD INSURANCE RATES ONLY AND NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS, email: tgeorge7777@att.net THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED THIS SITE PLAN AND DEVELOPMENT EXPANSION OF EXISTING BUILDING SHANK S TO BWC CORPORATION IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS. �,YOT RVE SURVEYORS K 1414 WAVECREST LN. BY: V� HOUSTON, TEXAS 77062 CITY DIRECTOR OF VNNING PH: 2$1-808-4789 email: shanks@sbcglobal.net LEGAL DESCRIPTION: SURVEY OF A 5.436 ACRE OR 236,000 SO. FT. TRACT OF LAND BEING BLOCKS 761 AND 762 AND A PART OF 17TH STREET BETWEEN BLOCKS 761 AND — SP 762, TOWN OF LA PORTE • AS RECORDED IN VOL.58 PG.462 H.C.D.R.; ALL BEING IN THE JOHNSON HUNTER SURVEY A-35, SCALE: 1" = 317 LAPORTE, HARRIS COUNTY, TEXAS PROJECT NO: 110-2013 CF—IV "4 DEC 022013 r i3-�ZGY1002l� 0 EXISTING CONC. JUNCTION BOX WEST B" STREET (80' UNIMPROVED R.O.W.) EXISTING MANHOLE 's; EXISTING 3-24" RCP PP PIP PP RE FND 1/2" LR. PP _._._._._.P_.-.-._.-.-.-.-.-.-.-.-.-._P.-.-.-.-.- g.-.-.-.-.-.-.-.-.-.-.-.-P-.-.-.-.-.-:-.-.-.-.-.-.-.p---.-.-.-.-.-.-.-.-.-._.-. -.? _._.. i-p_._ .P.-.-.-.-.-.-.-.-.-.-.-.-.-P-'-'-'-'-' - -' -P-•- 4-- TEO FND 1/2" I.R. ' ' EAST 592.00' NITROGEN SIGN - �� EXXON SIGN ❑ &+ &+ 20.8 IFX�ONa I 1 NNo `N/ W E S F RM 997 "X" IN BOLT OF F/H ON EAST SIDE OF 16TH STREET APPROX. 0.3 MILES NORTH OF FAIRMONT PARKWAY ELEVATION 20.05 (1973 ADJ.) NGVD. - -EXISTING LANDSC�/PE---------- - 20.5 - --•-- - - - - - - - - - - 2-_.._.-_.._.._-._..--•-•--•--•--•'0,-8 ?20.5 EXISTING LANDSCAPE ---- - - - - - - - ------- ------ - - - - - - -I - 20.5 - �2- - -� j 1 I °' TYPE OF DEVELOPMENT: EXISTING BUILDING EXPANSION I EXISTING LANDSCAPE j I j j OWNERS: BWC CORPORATION -Mr. Robert Weathersby EXISTING 20.0 E&W I1I1i1II ;DA-2 dNl 0.92 Ac,. :cf "I 11, I zI �I BL i , to (n !n to 2 v I c i n i t y m a p NO SCALE ^i o ONO I BUILDERS: LN Construction, Mike Westergren, 832-289-7080 NI N di ®� j i I `' :.: ZONED: L.I.-LIGHT INDUSTRIAL CLi �y i i i.� �: JOB ADDRESS: 326 So. 16th STREET tii I ®� W z� W HCAD ACOUNT No.: 024-100-061-0001 (PRIMARY) EXISTING EXISTING �I I LEGAL DESGRIPTION: LOTS 1-32, & ALLEY, & 17TH R.O.W., BLOCK 761, LA PORTE, TEXAS ®I j I 1 '.�, ,••, I.E. 16.98E&W LE. 16.5 W&N 1 c I I I I HCAD ACOUNT No.: 024-101-062-0001 (PRIMARY) // EXISTING 18" RCP 0 026% FIE. 17.5 S EXISTING 24" RCP 0 020� I E 17 5 S i j I I LEGAL DESCRIPTION: LOTS 1-32, &ALLEY, BLOCK 762, LA PORTS, TEXAS ------------------------------------------------------- - - - -------------------- Z &� 20.5 i 20.5 EXISTING PAVEMENT I �I I I I •' 20.5 NOTE o ®i I I T O?, ALL AREA 6" UME STABIUZED SUB -GRADE , 1 -• 10" CO Soo BASE 1 EXISTING APPROVED DRAINAGE AND �l t� j 1 I 2" - COURSE INVERSE I DETENTION PER HARRIS COUNTY FLOOD PENETRATION PAVEMENT �I CONTROL DISTRICT AND CITY OF LA gin) N I PORTE d I DA-4 DA-6 01 A=0.92 Ac. A=0.77 Ac. zl c�I Q=4.20 cfs " f i I Q=3.52 cfs �� i i I • \ z j o EX 310ST.OPE�1 DOUBLE GATE • I I _ I 1 N I I I i). 20.5 j I I ; � � , • In I6" PIPE BOLLARDS I I I I(2) 0 EACH END OF GA o 00 I EXIST. 23 N a 4EA B VY H.C. RAMP ADDITIONAL H.M in I i I1UMPSTER EXIS NG PARKING °' f �o R. O 0 20.5 I r-w x°°'EXI4 9' H.C. H.C. I o f I I i zIL'LL 1�II ' ti z N 10D i i f I uo = I 20.4 z U I ? i I jaU I I - DOOR + ( S p I w °' i j > j CL adul EXISTING 1 NEW 40 x 50 ®- z 20.5 Qo I_ u z r EXISTING w ' ,�, - ' I w METAL BLDG EXSISTING METAL OFFICE C.O. ; C.O. ; I IN>i¢I EXPANSION OF BUILDING IN.E. 18.0 EXISTING BLDG FINISHED FL. I XI TI ; ill I / j ( lG.D E S NG z I FINISHED FL. EL. 21.0 + ; SANITARY o EL. 21.0 i + SEWER 40' 100'z 20.4 SERVICE m 0.4 4, S/W 2323 LO w Z v = 150' DA-3 A=0.92 Ac. ¢ A=0.77 Ac. Q=4.20 cfs r+? Q=3.52 cfs c3 c M cl 6' CHAIN UNK FENCE 18 z z W/ 3 STRAND BARB WIRE z ALL AROUND EXISTING LANDSCAPE 20.5 10, B.L I- - - - -••XI ---ANDS•- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - ++++++++++++++++++20.8+++++++�+++�++++�++ FND 1/2" LR. tn in EXISTING LANDSCAPE 20.; ++++++++++++ + + ++++++++++++ 20.f 8' GATE EXISTING WATER METER ._.__._._.._.._..._.._.._..._.._.._..._.._.._.._.._..._..._..._.._.._... ....... _.._..._... _... _... _... _... _-._..._..._... _... _... _..._..._... _..._..._..._.._..._..._..._.._..._..._..._..._..._... _... _..._..._..._...�,.FN _..._. ... _... _... _... _..._......_.... ,C F.H. j WEST 592.00' * TAP BY WEST "C" STREET Cltt E a: (60' UNIMPROVED R.O.W.) a 1, BILLY L. SHANKS, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCES, ANGLES, CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, AS SURVEYED BY: Charles E. Bates, TRPLS, NO. 4110 BILLY L. SHANKS, TEXASREGISTEREDPROFESSIONAL LA U VEYOR O- 1 8" WATER UNE BY CITY I 'N I % wv FND 11 /4." I.R. II '-TAP BY,,, CITY .. U ^. 8 � 12" SANITARY EXISTING SITE AREA HYDRAULIC TABULATIONS Drainage Area I No. Acres "C" ! Frequency TC Q CFS 1 thru 4 0,92 0'.85 1 3 yr 10 4.20 5 & 6 0.77 1 US i I 3yr 10 I 3.52 EXISTING - DRAIN PIPE CALCULATIONS From To Q CFS 1 Dla, In. Slope % Cap CFS Vel-Ft/Sec 1 2 3.26 i 15 US 3.82 3.11 2 4 53T I 18 0,26 537 3.04 3 4 3.26 1 15 0.25 3.82 3.11 4 6 9.20 1 24 0.2 9.20 2.90 5 6 2.74 1 15 0.25 3.82 3.11 6 MH 11.82 1 24 0.27 11.82 3.76 MH OUT 2.72 1 12 0.42 2.72 3.46 I Restrictor I EXISTING - GRATE AND PIPE SCHEDULE From To Top Grate Pipe Size Length Grade% Inv. In. Elev. Out Inlet No. 1 2 20.Od 15" 200' 0.25 17.50 18.00 CO-24 2 4 All ! 18" 200' 0.26" 16.98 17.50 All 3 4 All 1 15" 200' 0.25 17.50 18.00. All 4 6 All 24" 200' 0.20 16.98 16.50 All 5 6 All 1 15" 200' 0.25 17.50 18.00 All 6 MH 2O.8d 24" 70' 0.20 16.31 16.50 PC MH Out 1 12" 70' 0.42 26.00 16.31 Ditch THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HA S APPROVED THIS SITE PLAN AND DEVELOPMENT EXPANSION OF EXISTING BUILDING TO BWC CORPORATION IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF;LAPORTE, TEXAS. BY: . n~ CITY (RECTOR F Pl NNING LEGAL DESCRIPTION - SURVEY OF Ali 5.436 ACRE OR 2369000 SO. FT. TRACT OF LAND BEING BLOCKS 761 AND 762 AND A PART OF 17TH STREET BETWEEN BLOCKS 761 AND 7621 TOWN OF LA PORTS AS RECORDED IN VOL.58 PGA62 H.C.D.R.1 ALL BEING IN THE JOHNSON HUNTER SURVEY A-35, LAPORTE, HARRIS COUNTY, TEXAS N w��c S WEST 'B' ST WEST 'C' ST NEW REVISED WORK IN SCOPED CLOUD: EXISTING Prop. Finish Grade EL. 20.5 ISSUED DATES DEVELOPMENT SITE PLAN EXISTING BUILDING EXPANSION BWC CORPORATION Pia, BOX 52729 BATON ROUGE, LA, 70892-2729 TECH-SYS CAD DESIGNS 3814 TRIPOLI DR. PASADENA, TEXAS 77505 PH: 317-600-9641 email: tgeorge7777@att.net SHANKS SURVEYORS 1414 WAVECREST LN. HOUSTORs TEXAS 77062 PH: 281-808-4789 email: shanks@sbeglobal.net SP-1 e2 SCALE- 1" = 30' PROJECT NO: 110-2013 j. DEC 0 2 2013 j