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HomeMy WebLinkAboutSITE MANAGEMENT SERVICES INTERNATIONAL SITE PLANI 16 17 18 19 20 21 125 J QEXISTING 6' CHAIN LINK FENCE _ RELOCATED EXISTING 8 BRICK PLANTERS k TREES S 2T 5 - 12 .00' 3 x 3' a 16. 16. RO BUI E .4 1617 16.95 CEI Q 6 OP. 0VEI j BI.00K 183 p Op' P a tz EXISTING 6' CHAIN LINK FENCE W w 75, \gRgo p opt 26 F N � ALLEY �.... ...................... j _ OHE Z P j P P A 25, GUY WIRE 11 S 27*15' E -- 1'50.00' l ZERO BUILDING LINE : CURB 1 N /$ 38 4 I' -0 Ix T o, 00 j h 8' -25'- �Q N \ N o . �-- �' Q UA © z PROP$SEIS \ of 3 8 O OFFICE BUILDING 6750 S.F. En uo N 6 90' X 75' X 12' m O w o 0 2 N V e•. Xi U , V p• CN J� 0 z T G+\ 16.2- ® . . . . . . . . . . . . . . . . . . . . . t 6.6 15.6 17.00 V Q V .- C14 It I �-� �� �� v N N / 3 N cn o I 3 1 1 w 10 N 9-� �S 8 7 6 `- 75' to rn 'to F� co :. . . ... 5' . CONC, . S jW .... .. .. . . 4- N to EXISTING i : L 110 9 8 7 6 5 4 3 2 1 Z /PLANTER N z 1 " l�} C. P RKIN _ 11 ® 9' I N 00 PAINTED STRIPES o 3 Lu EXIsnNI _ TYPICAL: 0 PL7. �. �. . . . . . 5" CONC. ROAD• . . . . . . . . . . . ! N `D 0 J CONC. DRIVE o I 5 I - - - : ---- : - -- - - W _ 10' BUILDING LINE E asnNG 6' WOOD FENCE----_..: F.H PLANTERa S' 25' S. O OUBLE 5' GAB 4` 4 � 15.6 17.2 16. F N 2T 15 W = 275.00 RED TOP HEDGE W TER METER 5' EXIST. 7' 2" W L 101 PROPOSED 5' RCP 33' OPOSED 3 ' RCP 32' 35.3 '� -' 15.9 - � DITCH �"" 15.$ 15.8 SIZE BY Y 1S C.P. IZE BY C P• 25' TO BE REMOVED TO BE REMOVED PROPOSED EXISTING P OPO D EXISTING TYP. 15' CONC. RIVE GRAVEL DRIVE CONS (RIVE G AVEL DRIVE ASPHALT TRIANSITIOI / -ASPHALT TRANSITION \ 16.90 _ �17.22 jj ASPHALT SURFACE 17.14 17.22 NORTH IDW 17.47 STREET 17.27 6"'VLSALL-SE�OER - j I SAN. M.H. 4.8' DEEP I I: V) E IX [� 1 fj I I 19 18 w 25 24 23 22 BLOCK 182 21 20 n a 17.13 W 17 t? W 100' R.O.W. 4 17.50 P P 24 BLOCK 196 25 26 P P P LANDSCAPING AREA 10 X 125= 1,250 SQ. FT. 20 X 90= 1,800 SQ. FT. 4 X 160= 640 SQ. FT. 25 X 25= 625 SQ. FT. PROVIDED= 4,315 SQ. FT. TOTAL AREA= 26,125 SQ. FT. LESS BLDG.= 6,750 SQ. FT. 19,375 SQ. FT. READ LANDSCAPING= (19,375)(.06). = 1,162.5 SQ. FT.' !`LSI, \f REQD= 4 PLUS 1 PER 300 SQ. FT. = 27 SPACES PROVIDED= 30 SPACES = 1 HANDICAP I I NOTES: 1. THIS TRACT IS SUBJECT TO THE CITY OF LAPORTE ORDINANCES. 2. THIS TRACT LIES IN ZONE "X" AREA OUTSIDE THE 500 YEAR FLOOD PLAIN AS SHOWN ON F.I.M.A. MAP NO. 48201 CO945J DATED NOVEMBER 6, 1996. THIS ' STATEMENT IS TO BE USED FOR INSURANCE PURPOSES ONLY AND DOES NOT REPRESENT FLOOD CONDITIONS. , F�m HALL VICINITY MAP NTS NAME OF DEVELOPMENT: SMSI TYPE OF DEVELOPMENT: OFFICE OWNER: DAVID WALKER BUILDER: BISCAMP CONSTRUCTION SERVICES GEORGE BISCAMP LEGAL DESCRIPTION: LOTS 1 THRU 10 & 26 BLOCK 183 INCLUDING PART OF ALLEY REPLAT, VOL. 725, PG. 42 H.C.D.R. TOWN OF LA PORTE, J. HUNTER, SURVEY A-35 HARRIS COUNTY, TEXAS JOB ADDRESS: 301, EAST MAIN SyT. ZONED: GC (GENERAL COMMERCIAL) THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS, HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF SMSI, MR. DAVID WALKER, IN CONFORMANCE WITH TH-E THE ORDINANCES OF THE CITY OF LA PORTE, 4'el'A � CITY OF LA PORTE ATTE : C! (RECTOR OF ENGINEER PLANNING 1, H. CARLOS SMITH, 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 BEARINGS, DISTANCES, ANGLES, CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. fT t CARLOS SMITH H. CA>FtL MYTH TEXAS REG. PUBLIC SUR. NO. 1228 40 Im LEDGEND EXISTING ELEVATIONS 15.6 PROPOSED GRADES TOP OF CURB GRADE TC GUTTER GRADE G PAVEMENT GRADE P FINISH FLOOR FF CLEAN OUT CO WATER LINE SEWER LINE OVERHEAD ELECTRIC OHE SOUTHWESTERN BELL SWBT MINOR DEVELOPMENT SITE PLAN FOR SITE MANAGEMENT SERVICES INTERNATIONAL INC. DAVID WALKER 17625 EL CAMINO REAL, SUITE 101 HOUSTON, TX 77058 LOTS 1 thru'` 10 and 26 BLOCK 183 INCLUDING A PORTION OF THE ALLEY TOWN OF LA PORTE, JOHNSON HUNTER SUR. A-35 HARRIS COUNTY, TEXAS DATE: � H CARLOS SMITH SCALE: o /30/99 . ENGINEERS AND SURVEYORS, INC. DRAWN: ,. JAM P.O. BOX 529 423 N. HWY. 146 w CAD FILE: 3313-99.DWG d LA PORTE, TEXAS 77571 H PROJECT: 3313-99 PH. (281) 471-4226 FAX (281) 471-4228 1 0� 2 P 00- bilzu