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LA PORTE. SELF STORAG' <br />— <br />— <br />— <br />76•] <br />E om <br />N 90, 00' 00' E (EAST) 124247 <br />YwMI• <br />— y T — <br />— — — — — — — — — — — — — — -ILL <br />P <br />1.G M.lr <br />1�.le.wa <br />I f7E <br />LG.T.33 <br />®J-dp <br />--�,—- <br />lum1.F,F. <br />22.5 <br />c,i, 223 <br />JIs <br />7 <br />La21 <br />M tMwMAREV. <br />14.0 <br />F.F. 22.5 <br />F.F. 22.5 <br />la- AN 11150 <br />0.oparwa <br />rat a S-d000pe]s <br />T.C. 7 !.1 <br />13CM, <br />as <br />W7.s Lr..M' bS . s•O.00aM1s <br />�K — — <br />=l & iz. —law- <br />rraq <br />To � <br />AWm <br />'� <br />C at' Y oat' w i%oa-) 2l.aK Lr. IY .ps <br />•7a <br />S - a7m1 <br />S 90' 00' 00',W (WEST) <br />881.J0' <br />' <br />J <br />1 <br />I <br />F-a. SA' UL <br />S 58' 21' 48'W 420.25' <br />t W aC Ga' . aW <br />ELEVATIONS BASED ON CITY OF LOP0117E • <br />•-" •-•- <br />CITY / SURVEY YARRQR 1932 <br />La00RTE AIRPORT <br />Thai easel al land Y IN Zane X (Gas do beg <br />. <br />to be aYlolde Sm = d Lee ;0o-yoa Ned plakn) <br />TDPO 9RET RM F-11 <br />ELEVATIONS 1978 AD USTYENT <br />dodid -t d m Flood 4norwalp Rate Mao �mlmm ty- <br />Panel "wabr 485480 0943 / MtW Nowlnser 06. Ing, <br />RIGS SEA LEVEL DATUM <br />a• Orepaed Sir Br Faded Emrgwney Me."•n1n.1I AgeAsyn <br />DEVATAN - 2227 <br />. <br />REVISIONS BY <br />N 307.25' <br />SPENCER HIGHWAY <br />R 1,191.91' 90. 00' OD' W 97.93' <br />D 01' 3Y 27r <br />L a 54:15' <br />T 27AW <br />Ch- 54AV <br />1. MICHAEL HUELSEBUSCH, P.E. <br />618 FIRST ST. - HUMBLE, TEXAS 77338 <br />PHONE: (281) 540-8495. FAX: (281) 540-8496 <br />FAX: (281) 540-8496 . E-Mail: lmhpe@eatthlink.net <br />1 <br />u• LEGEND <br />Properly Cerny - <br />• Powa Ptls <br />a Tel-ph <br />ana Box <br />r TNaphana Llna Mark. <br />e Gaa Mstar <br />• Sanitary Sow. Man -Nola ' <br />Watr vdw <br />Witt. Motor. <br />O Cane. R.O.W. Beer. <br />• Fire Nydranl - <br />• Fanes Carer <br />R.C.P. Culrsrt <br />®meal Orr_ <br />o anaga as <br />%a Existing Elowllans <br />t u Fla. Line Oawtlan <br />se, <br />r. w r Plps Sze. Length, and Type <br />1- •>• Pipe . Pawmant Slope <br />• Inlet <br />• Pump Basin <br />saw T of Carp <br />aFN •0 o awman <br />0 Gran and Landscaped Area <br />® Conusla Pang Owr P4ellno t"'L <br />® 0 at neat <br />i o o ns <br />DRAINAGE COMPUTATIONS. <br />DETENTION (ORGINAL TRACT) <br />S - 0.45 (5.9901) - 2.6955 Ac.-Ft. <br />S . 117.41a Cu. Ft. <br />MA7IMUM OUTFALL <br />Oar- 0.3 (5.9901) - 3.00 C.F.S. . <br />DETENTION (NEW LAYOUT) <br />S - 0.45 t614 .. 2.7639 Aa.-FL <br />S - I,2039, 2 CUBK FEET <br />IkOOITIONAL DETENTION NEEDED <br />120.395, 48 - 117.410.00 - 2.977.46 WL <br />THIS EXTRA VOLUME WILL BE CAPTURED IN <br />THE EASTING STORM SEWER PIPE <br />RESTIOCTOR <br />O - CA(29h) - <br />A . 3.00/0.8(2[32.2)135) . 0.0164 PL <br />A - L362 Se. n. - <br />RESTRICTOR - 5' _ <br />1 - <br />SX LA. <br />asp <br />Cal TAanAS <br />T. La PORTE STORAGE <br />MU : aao]oo" <br />Mae <br />CHICKO E Y. <br />