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HomeMy WebLinkAboutPORT CROSSING (2)- EXIST. 16" EXIST SOUTHERN PACIFIC RAILROAD (100' ROW) 1 oo· WIDE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY (VOL. S46, PG. 66, DEED RECORDS OF HARRIS COUNTY, TEXAS SHEET 17 SHEET 18 SHEET 1 19 STATE HIGHWAY 146 , (ROW VARIES. APPROX 342 ) PROPERTY LINE SHEET 19A J. HUNTER SU - CALLED 13.0000 ACRES PIERSIDE INDUSTRIES INC. WARRANTY DEED CLERK'S FILE NO. G716283 HCOPRRP MARK DESIGN DRAWN CHECKED APPROVED SEAL AREA DATE 1 ""=300' REVISIONS --DESCRIPT'_- '.IO"'N:'.__ _____ -j-_B_Y-t DATE DATE DATE DATE GRAPHIC SCALE 0 - - - 300" (S): 600' GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, L.P. PORT CROSSING LA I PORTE, TEXAS I OVERALL WATER PLAN PROJ. NO. A06019-01 SCALE REV. DRWG. NO. 1 "=300' 0 --- I ·. SWR. 5,000 ACRES I ' -.:::--.:::- , EASEMENT EXXON MOBILE CORP. "- ' I SPECIAL WARRANTY I ' -.__ , 8" S N I DEED CLERK'S FILE '-- -'.:' "- LA TE A NO. U496686 "- ';,- -.__ HCOPRRD "- "-, ~----~ct±=-==- I ~ 'rr1 ::::::;::::=~?::==:::::::::=-=:::..::=-= I ~ I '' ROAD PROPOSED (60' POWELL ROW) 8" SAN. ~ ~ 25' B.L. ~!\/. V5U.E. Cl (§ ei:: w co <( (.) 0 ;:;; 100' WIDE ESMT HCFCD UNIT A104-00-00 TAYLOR BAYOU--,,.. I EXIST SOUTHERN PACIFIC RAILROAD (100' ROW) LIFT STATION 100' WIDE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY (VOL. 946, PG. 86, DEED RECORDS OF HARRIS COUNTY, TEXAS • PROPERTY LINE ---------- ·------------------------ J. HUNTER SURVEY ABSTRACT 35 CITY OF LA PORTE, HARRIS COUNTY, TEXAS SEE SHEETS 41 & 42 50' B.L.. LANDSC PL 12 ___ L_ " SAN _• _ _s_w_R_. ____ _J r ~UFFER & u_.E_.--j .. . 1 8" SAN. SWR. ;LATERAL 50' EXXON PIPELINE EASEMENT 8" SAN. SWR. LATERAL - - - - - - - - - - -- - - - - - - - - - - - - - - - ,=--=t-- I 25' 100' WIDE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY (VOL. 946, PG. 86, DEED RECORDS OF HARRIS COUNTY, TEXAS SHEET 17 SHEET 18 SHEET 19A -....-- -ti. - SHEET 20 SHEET 21 SHEET 22 ,ia I I J. HUNTER SU \1£Y ABSTRACT 35 CALLED 5,000 ACRES I \; I EXXON MOBILE CORP. I 1 .1 . SPECIAL WARRANTY I DEED CLERK'S FILE NO. U496686 -..... / 30' EXXON '.::--, PIPELINE ', -..... ..._ EASEMENT .................... '-.....-..... 4 G: r-- 1 I 50' B.L., LANDSC PE I BUFFER & U.E. I I I I I rt : I ctTY OF LA P TE, HARRIS COUN , TEXAS i ~· RCP :-:--... ;:- ..........._ ....... ';t .::-- ...... DUAL 48" RCP Hf:OPRRD DUAL 48" RC I 48" C~ 18" RCP 50' EXXON PIP LINE EAS MENT -----d-1---- PROPOSED POWELL ROAD (60' ROW) 24-:-; RCP ----') 36" RCP·---11 24" RCP =~==*""_=_;__- -- - _-=-,---- =-~="-=~== -=t= --- -- - - -- -- -- -- -- -----~1., -.'.o===\ -48''_R=C~P=-~- - =-~--=1- _:_ - - - - - - - - - - 1 \_ 24" RC ~ I 25' B.L. 100' WIDE ~~ Kl: 5' U.E. ESMT UNIT A104-HCFCD 00-00 ~---- TAYLOR BAYOU I I 5' U.E. DETENTION BASIN AND CONVEYANCE CHANNEL SPOT COORDINATES DETENTION BASIN AND CONVEYANCE CHANNEL SPOT COORDINATES POINT DESCRIPTION NORTHING 0 DETENTION BASIN - SOUTH 99,927.08 0 DETENTION BASIN - SOUTH 99,915.54 0 DETENTION BASIN - SOUTH 100,007.03 0 DETENTION BASIN - SOUTH 100,849.06 0 DETENTION BASIN - SOUTH 100,982. 72 © DETENTION BASIN - SOUTH 101,046.34 0 WEST POWELL ROAD OUTFALL 101,252.45 © WEST POWELL ROAD OUTFALL 101,260.64 0 DETENTION BASIN - SOUTH 101,355.02 @ DETENTION BASIN - SOUTH 101,426.63 @ CONVEYANCE CHANNEL 101,357.77 @ ~ OF ROW @ WHARTON WEEMS 101,998.56 @ <i: OF ROW @ EXPORT DRIVE 104,694.34 ------ - -- . ----- - ·- ------ , .. r---.• , I RESTRICTED RESERVE DETENTION BASIN SOUTH - ---·.;;;.. ----- - --- ------- - -- ----- ----- - ·~ BENCHMARK /CONTROL POINT DATA POINT DESCRIPTION NORTHING 0 TBM #6 (IR W/CAP IN CONCRETE) 99,789.15 HCFC DISC A 104 BM01 100,977.20 TBM #4 (IR W/CAP IN CONCRETE) 102,155.24 TBM #3 (IR W/CAP IN CONCRETE) 103,578.17 TBM #2 (IR W/CAP IN CONCRETE) 104,997.30 EASTING 28,999.65 28,831.94 28,763.52 29,073.82 28.189.99 28, 132.25 28,021.06 28, 165.56 28, 115.85 28, 184.47 29,272.44 29,238.61 29,096.27 EASTING 29,075.98 29,442.80 29, 731.61 29,661.85 29,598.10 ADDITIONAL NOTES PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS ROW INTERSECTION OF MAINTENANCE ACCESS PC AT OUTER E.DGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS b u ." . 0 ,~ >; ,~ ;; w 0 0 ;N ;;. ;;;. • m ~ 0 ~ , c "0 ' 1 0 " ~ c c u 0 ~ • m u c ·~ 0 I 'i N " :x c w " u 0: • ~ ~ ~ , :'" r ~ :r / ~ 0 / 1 m " u. 0 • :u. • e ~ f " c ~ -0 z 0 I m 0 w 0 ~ m ·~ E 0 1i • -+ ·e: .~ ,;; "u. ' 0: N -<P ---z,,__ McCABE ROAD (80' ROW) , ! ! ~ -\ 1 ,- I : 1' / tt_ McCABE ROAD r EXISTING DITCH\ \ ~ r E ISTIN 't. \ ,:; '/(~'- X G DITCH I t '\, . iE <[ , \ I Vl I ' \ I\ '.:°S ,./ , i I \ : I ~ .a i /"- ~CJ¥HECf~~T ' ' EXXON MOBIL CORP PROPERTY EXIST. PROPERTY LINE - - - - - - - - ~-- - - - - - - - - - - - - I ' I \ / \ ' ' I ' ', , ' W PROP. FL = 54 9.33 LF DUAL 24" RCP 50' B.L., LANDSCAPE BUFFER & U.E. 0 ',' ~ ·1 ~ \,I PROP. 2" HMAC 0 EXIST ASPHALT DRIVE_yi-+-+-! ~~: I :;x I z:o~:E ~Dffi_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ct I , ./' · ; r BASE LINE ro ' o:: I ~ I i /<'Hoo \,j 2~00 L_ 3+oo ,,!., 4+.oo N 03·00'40" w 5+oo \ PROP 10" CONC PVMT e+oo ci 7+oo a-1;00 9-t Cf) MATCH EXISTING FLOW LINE _'./r \ /, \ /PROP. 6 LF 24" ~ ' 700.00' WITH 6" CONC CURBS \ : 0:-1-------+ ~P~R=o=p=o~SE""D..---,2~4~" ~6~LF~- --l--.----------1 w OF SWALE @ EL = 9.30 _ _r I • \ R='/. W' \/~ ~~.~~ • , -· -----------~-----m~-b -=~---RCP ~r~-STM. ~WR. ~'-----------------Z i~V.STA 1 +,00.~~~u;00 ~~~: ~!;'.~ j i ' l ~,;~ ; 'v"f' :'.'. : " \_ ~ f .'ll "\ "'_001Jryp_1 - o - - - ' ;'.{ \ ·- _ r ~~~~~~~,-~,~,~~ ·~~~~~~~~~~:;::~~~~:;;::~ _J ~:·1~~igi~~26~R~~L-ET- -~-- _______ - _,. __ \ -- -- --~-~· PROP. 527 LF 24" RCP STM. SWR.- _ _ _~_· __ ~ \ .F 25 ' B.L. - "= 5, u.E. - § ~ ~~:f~i.-i: ! / / ' \ I E FL.~,, ·2 FUTURE 12" WL (BY OTHERS) -\=FUTURE FIRE: HYDRANT ~TYPE "C-2" STM SWR INLET ---~PROP. 273 LF 24" RCP STM. SWR. - ~ %1\ \ '1 11 I bfilJITYPE c STM SWR MH (BY OTHERS) STA 6+ 76 88 20 8'RT MATCH EXISTING FLOW L~ I\ 1 , I STA. 1 +50.90, 26.5 RT. TC = 12.6.5' ' . . OF SWALE @EL = 9.18 ' \ I ' i :1 ~CFL 22~~6. w FL = 8.26 E FL = 7.93 MATCH EXIST__/ 'EXl~TI IG ' 1\ I FUTURE FIRE HYDRANT Rri71TYPE "C" STM SWR MH PYMT ELEV. RQ.W., j I (BY OTHERS) STA 6+76.88, 26.5'RT. ' 11 TC = 12.66' 8 I I\ ' \, I SAFETY END TREATMENTS N FL = 7.21, w FL = 7.92 ~ NOTE: I\ , E FL = 9.15 ~ FOR TIE-IN DETAILS I · ' ' ' \ \I k "--s· u.E. ; SEE SHEET 63D 'I\ ' ,' I :1 i ~25' U.E. POWELL ROAD FUTURE FIRE HYDRANT (BY OTHERS) ~ r-.---+--+-r---_,_ 1 -i-';+ : ---t;-M cC ABE R 0 AD ( 8 0' R 0 W) ~1--------_--____ .;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;:;;;...-~--;;;;.~·.;;;;:~-;;....;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.. ________________________________________________________________ . _____________________________________________________________________________________________________________ ....... ~----,----,------.,------,------...---------,------...-------r-----..,-------,------..,-------,-------..,------------..,---------,---~--...-------,---~--.,--~---,------.,-------.---1 ~ 1---1----s·-TA_1_+_0+-.o-o-----+---·---1-------+---·---+---'----+----·---->------------·-.. -----.. ··--->-------+--------+-[ ----------+-·--------- .. -------·------!-,-. ------+-------+-------+-------+-------<. · · O g -----~,1:G 1+ 0.1 ~IIB~NEDG \ r:"O.VERAI LCUT-c~·,FrLL';· "~~~~~~ ---·--------- p - ~. eR-f¥PteAfd-P-AVEMEtff-- ' C.L = IL. 1'1\'.I:) ~ SHEET. (SEE SHEET 4) ST 3+91.17 -=-1 i i ALONG PGL -----+------+-~~----'*~~---+-------t lii 14 \ I PVI ELEV. 14.01 I I PGL ELEV 13.28"'\ ~ · / GRADE 0.35% , /.;:-;-; - , ~·-HGL 1 GR / STA 6+ 76 88 .. . \ ~ l---1-------\----·---l----1!,.,,,.,.,~>'17777''9' , ,, /////////////'//////,//fi:'.(,-:/'.0////~;;:~~;;;~<~;'.;/;,>//,-'./;-//"//////'//.o ™::-Jl;;fj)f 0.53% / Pl/I "' "' 012 5d GRADE +0.35% ~ 12 ~~~ ~~~~~~~~~~1'/,:'.:~m/;,-~/~/;/'~0/'71'ffi;'.:S-w~i 0iif/J'.(~::2@w~::;'«%8;;;r///'/"/,/<'.',/-". {.{LL/////////10 0/~~:,,.-;,<1 "<'.(~~ 14 ' $ ""N 0 ' ' z :J 0.. "0 j ' ~ (L Cl w Ul 0 CL 0 0:: CL o:I ; a; c;; 6 175 et: ~ ...J ~ 31 Ill ::::> UJ ..i_ Ul ;0 ;,, 8 14 12 10 .8 6 ;;:o 4 _s)- I I'! 15 0.. :J I t'J F °' w CL 0 et: CL ...J 4: z 0 F 4: z 2 0 -2 -4 -6 & ROAD PGL CURVE DATA - CURVE 3 RADIUS LENGTH TANGENT DEL TA LONG CHORD 200.00' 163.38' STATION Pl STA 23+84.30 PC STA 23+02.61 PT STA 24+65.99 86.56' 45•45'20" RT 158.88' NORTHING EASTING 101,990.94 28,052.67 101,904.50 28,057.21 102,053.42 28,112.57 TYPE; 4 SAN. SWR. MH NO. 21 STA 17+91.21, 24.1' LT. RIM EL = 16.02 w a... <· 0 '-'-! ~ ::> TYPE: 4 SAN. SWR. MH NO. 20 ~ <'<! SEE WEST POWELL ROAD - STA 21 +91.20, 24.1' LT. IQJ5]TYPE "C" STM. SWR. MH STA. 26+52.82, 69.96' LT. TC = 15.16 FL = 6.25 ---z ..... _ -'.. ~ PLAN & PROFILE SHEETS ~ RIM EL = 14.75 I iri ~ ~ /STA 20+59.60 N FL = -1.95 TYPE: 4 SAN. SWR. MH NO. 19 0 m (1) 12" PLUG & STA 24+40.78, 24.1' LT. \ '~ ===~===~=~~~-=~====-=~==~=~=~=~=-==~-~=~~(~~~-"' ~§~=~==~=...- =-=CLAMP -~-:Jf~~~~~~~,~·:~=~=~~-=~=~~~~=-=~-=S~F~L= RIM EL .== ~-15.34 2~.9~4~====~--~===='§,~====~~~~~§l N FL = -0.39 ± 0 ~-,__ ···-- -··· - - - .. - ... -I ;.. · - ,~_Ex - ~ DITC.- H I (PRO!~vc :'~- · SDR SWR ./•• [ili..'"p~~~~·~ "' 113-iF P. m -- -- .... ! (ct •• Ir &'PGL ~g~~~T POWELL R~~~V.ED) ROAD ~.£~ROP. - - - ~.ow - •• --_-~ - •• -- /~,---.- ... PVC PROP~" SAN. SDR S~R. 26 - .••. - c.~RVE - - 3"'\.- , ~W~Jt~N PR-~,41~ - < - \,:...\ . \- \ - - - z ..~ ........... ~, - .,,,• ./.,,./--m PROP. -,~VC.:SAN. 12" s~_SDR R_. _~ _, ,...... ,,/ , ,.....,,__ I J ' ..- ..=-- "' w l /1 <(I-~ --,...--"'o_+·-:==.:1~+ ...o=. o==--===---.:-====--=-1=9+:!:.~=._?\.p=-·:::.ROwP').g!~!:'.O'c"uc~o~~:::cGi.QlP~VMf:. ::.L::.··32~otl-o=o:..:-::..::':l:".:".=jt.:._=-=:".:".i= 22+00 / C N_PROP. D3'00'4Q" 215 w LF 18" _ RCP 22t~o_STM. SWR. __ =:..:-:.=-::-==.::.::2::-3:!'+01;;;0;::::- _ :--J ~ -....._, ';, . • \ -v ~ .__7 ';:'. ~ /)o ..-/ ____,,_ - ~ _ ~, .J 0 r-... Cfl, - g -· ~- - -- .' , - " \. - ~- - '/ 100.00' - --'---------'--- - '.'.?" . -~- \ - . ...,, - - ~ 1ii ,/;;/ ,,,.;;;;- - ------- . ----- d ~ w~ :======t==============t·'~:'.t:========~·~:.:!" I' r:==-~~-;::===2/~=========1 n _J_Z ~~~~~~~~,~~~~~~~~~~-~sj,~~~~~~~~~~ft-~~~~-,~ -~~~~~~~~~~~~-~-~~1~~-t~1==:EI·~-~~~-==~=~~~"====~"l~-'~=::~-:::-:.::;::;:=,,?,;..:..: ._""_ ~<~"oo ~ \..,,. _>._E. <t 01TcH ~-- ~~ / ~ 27.>ruu _ o:_J-::: ' tJ ~ I PROP. ROW ""-.. -~STA 19 10 00 / STA. 22+10.00 ~ ~ b PROP. 68 LF (/) 0 "-PROP. 12" C900 · ,, +., · ---:::: ....._....._..... \ RCP STM. SWR. W PVC WL (1) 8 x6 TEE _____ fil 12"x6" TEE __ ,_ _ _ __ ~..._ ::> I- - - - - - - - - - - / - - -(1)6" GV & BOX - ,_ - (1) 6" GV & BOX - - ...._ ~:::...,., ' rf> PROP. 6" C900 0> WW <( 25' B.L.__/ (1) FIRE HYDRANT (1) FIRE HYDRANT- I PROP. 6 LF 24" .......... ~ ~ " PVC FORCEMAI """" STA 20+59 60 RCP STM. SWR. ..._y l'\. // , __ ____. ()_ (/) ~ 5• u.E. ~TYPE "c" sTM. swR. INLET (l) 12 .. TEE ~TYPE "c" sTM. swR. INLET . '" 1-,,, r;?'~.,,'o/ ~ _.... 1 . PROP. 371 LF. 24 .. RCP STA.20+25.00, 20.67 RT. (l) 12 .. GV & STA 22+40.00, 20.67' RT. 13371 TYPE "c" STM. SWR. INLET ~ ro">'{> "b ~ ~ - TC = 15.89 TC = 15.18 STA 24+42.61, 22.33' RT. 1 _, , ~ ~ STM. SWR. I 1331 FL ITYPE = 11."C" 13 STM. SWR. MH PROP RCP BOX STM. 6 LF SWR. 24" ~TYPE FL = 10."C" 37 STM. SWR. MH FL TC = = PROP. 9.14.85 51 41 I £B_ ! • ,_ '°6). " ./ /(x ' ~ .,,./ -1 LF 18 • '/. • ·0>o> ,.... /" TC = 15.90 TC = 15.19 0 I PROPERTY ROW STA. 20+25.00, 26.41' RT. STA. 22+40.00, 26.41' RT. RCP STM. SWR. I I / ./ / / _, .... \. ............ 7.5' U.E. s FL = 8.47, N FL = 9.80 FL = 10.36 . - I ~·:l - '/ / "-25• B.L. W FL= 11.12 ~ POWELL ROAD ~TYPE "C" STM. SWR. MH STA. 24+67.21, 53.78' RT. TC = 14.59 S FL = 6.05, W FL = 9.77 WHARTON-WEEMS ROAD\ :~gps~~. L:w~~ .. SDR 26 SEE SHEET 16 a: STA. 25+28.88 POWELL ROAD Cl.. STA. 25+28.88 WHARTON-WEEMS ROAD 1---------------------···-------,··----~--.------r=------.-----.-------.-----,--------,------,-------,------,--------,-----,--------,------,--------~-------,----·--,-----t I .. 1186 .. STA 8+09 6P I I i~.~ i~'~ii'.Al;"T___ ---- ---- ----rn .... ' ---- . -~ - rnH- •••••. --- -7~-~~:.~,~~L;G~ ~~!~c~l~~~ ~ ~~~Yr~,~~;.~~-RT-0 ~~---·- -+-- ---------. -····---- -··-+----·-.-····-··l----·---1 ., 14 12 10 8 6 4 2 0 -2 -4 -6 -8 -10 l-----+-!-f"_P..:.G_L..cEc..:L.;:cEV"""1+-'.0..:.8 ____ Pc..V-".!1-'F'i'L""'E'"'-. V~ ..c:16,,. , .L47L__+f------+------+' ---·---+------+---- ----·-·----i SHEET. (SEE 'HEET 4:) --WE.E"~ "'0.W'l'-ElY'"' -·---+------+------+-------+--------i ~~~!J;;i%' ;)!{·~~~ ~0:W'k,;;;;',;;0///fa 'Y///k;'.;'.e~.;;';J.~:. ,,.,.,,,,,,, ""V//%;"/ cc •//4'~, ••C MY/M/////• ••pm r '~l~I !; \'~"' ""' :: . -EXISr. 8" EXXON I PROP. 371 L 24" RGP ~- ... _ .. __ -R'-····o .. ·-i·- __ , . , . /,,-HGL,_1 "<(',_~/~,; v,;,//"./,'.'/,,/:/,-'.·/j,:2:'.'~ \'\,////>:•/_//~/,../,/~////,/"/v/·///;j/,-:/~/. r::.;:'..;ff"///_;;.-;;'.~/,{////,//"./• .. / ,·~v~/ v~,·/~"-'8'. · - .. / PIPEINES.(2) STM. SWR.@0.56.%'~LOPE- -t.,\IO>I. '-'.Ju __ ''' ·-,;Lu"'-'.'"'L "· ;~'/ //////;////, //,//;, "/'.'////'./////,- r/// ~//./////,'//// //// "'// - \----\>77;7779''ffl77"ffl7'75"7'7''7?'777':, ,, ·Ir ~ ////// 'u r/uu7//////.///// /,(////U//////////r//?)'777'//)..4~/~F-/@ /,///.////-~///;{I \////.// //////C:.'l///'.,/I"'/ .· ~,///'./; // ~W?F~--.;;;;;,±----+---·----+----- '-"-LN ///./, n, I'" !~ .u u .. ~.. ,..-Ir v. 11.12 I . . . . ' . :U'./•/' ,,1~.AV/,v//7;;0~~'.W P. /,r,yJ/,!';i/ ;v,p;,/ /if/./77777777"-~ INV 9. 7 ~ I CL/// / . . . . ~:/ """~, / .. /;/f',h55-e:L//Oc? '/./////,(,Ud./'. <7///,:-. / • -..J . ////_/"//,//./1/////V//////////, ,.v/_,V///.·//////////V/_/r///.///.// J/ v\/\" ,//// ·~IZ:'!S.':ZZ:Z::,:i:=:z:=cr=·:i:':z;'';s;;;; . " . , • ./ , "' , #'.'./".#///'".. (///'.LY"..-:::.~/o/////////~· ' ////)', l 12 \ ! v..C/,:.-// V/7 -~;/,--// •/ // // /&+------+------+------+---·---I . . ~-- '" -- . - . .. ·- II " ·_, \ . , ;·; "'<2:;f"" '(' ~~~~·s~~. L~ ~o~cP ____ - ' '. ' .. 10 -~"' ... - -... \ P 1'0P. 21ti LF 24~ RCP -----~ ... SLOPE 1 __ 1 _ -------······>-· --··--- . ·----····---~---···--------- ... --~ . -.....:::. ... - 1 "''~ "1.oO- S M. SWR. @ 9J1~% SLOPE-- • - - - - --- - I 8 -·-·--·~ ----·-----.-·----+---~--------!--------< 6 4 !---t--------j---·--tt,+' -t--------j---'----+-G_~i ct-~ .-CTYP.-'-). -'-t-~~g~ ~==-~~~ ~~-WL i-=Ui!~-Ui -GJ ---t_------ . ~1 -m 12"~1 Mll--vi1vi l,-i j-1-----+--·--·---+------_+------+------+--;""~~c~ : :--!~ PVI' WL ' 1 ,-1-------~------1-,-- · · . 2 I i ·---+------.---L---- CLEAfl"'. _. _ ---1-------ifffl"~9;5=t-ti"H"~"~~-~-'l't----l----------r-r+'171 ~-----~~~~~~~===.-~.~+--::::==~+,:-----_-----+,!--~.--------~-- 1' (~) ~~~~.· ~u-··-- ~,S:v",•+' ~ ~~I h'+-r~~B"1-------~26 !--------+-------+----·.----1 0 r--~~~·~~j======i~t=---i~ -= -= ~°"' c_°"'==· ::;;:f--;;;;-·~ ··~\~~~+-f·=·· =-:-==~·=· ~-~.-~::~===··: =====t==·~·:=:==="==::-=:::l...,!;l·-i-----------1--- ,,/ SNR. @ -0.43% LOPE Vl Vl .=w'--11-1+-t-+--'-P·V"C"--'S""-'AN+. ~S!.lli.>"""~· ----!------+------! \ L'J s I ' I,_ _______ .... ,_... ____ -+-----+------+-----.,..__,..___ I I -2 lNV'. C"T A .o'.. -,. o9v ' r'll'\ \. \_~SOP 1 400 ; I I" p/'. <::OR ?f: n\/f' =-=t I 1r-+-- ===t====::±======:l=======!:=======~==--,-~.0 +,_.-.._.Lq ..,, ____ -+------+--------+------l 1---+---':.:..:.: . ...:.:.=-+--·--+-+--·---+1--·---f---·--'=cl:s~~UN~~sw!ll~l-:U.-l@J:__,-t)_0+-4::>!3%-"'o'-S.i.ILO:LP.1".E"IJ,,..-+--·-·--~--------·-- -----·-~i-t,-t-+--- WJ -4 ~------1----·--jl--+--------r-, ------t-------r-;i --C----+------·-·-l-------J-----·--i·------1---r---------t-·-------r----·--+------+---·---+----11---1r-------r-------t---·-----r--------i -6 ·-··- ~-----.- -~,!I.,.. :~--------i,-------~------+i--I -_.----r---------, I ·----- . ---' - ''' .. ------I i --- ~I~ 1' ~---- ------ --·· -·-···-- -···· --------·-+------ ...... - ---- -· ...... ----·. ~1: .L_ .i.;-~'-------~----·--·_-·-···_--···.··~ -_-·-_-··-+------·----+--!----·-------+---------..--·-1 - ~1-· µ · <tiZ i-L t:!:f - -----·---+--·-------~.---- I ---+-----------· --------f-------11------+----- l---+-------+----'---+------+------------+---.-----------~,----------j--------~,1----·---l--------1-------+------+-------+------+------+------+------+------1------ ' i i I I REVISIONS MARK DATE DESCRIPTION NOTES: BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 AO JUSTED. 100-YR FLOOD PLAIN: BY ACCORDING TO MAP NO. 48201C0945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS !NUNDA TED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. PROFILE LEGEND: --- --- HGL TOP OF WL TOP OF SAN. SWR, FORCEMAIN -P c ; z z < ,, z < 2 > ,_,, TOP & BOTTOM OF STM. SWR. .p / z / , z z < / z z x EXISTING EXXON PIPELINES GRAPHIC SCALE 0 20' 40' 80' 1 "=40' HOR GRAPHIC SCALE 0 1 "=4' VER DESIGN DRAWN CHECKED APPROVED SEAL AREA DATE DATE DATE DATE SEAL AREA / /. ~~ "- • '* ;c, ,"'".. .- . ·" · .".* .°".OF ...'"....'''".T .. (··.' c ··. ''• "·. '- '..'<!* ' 1 \ :'* :-..... ,! , ..............................\ . ,,, *__ .\ ,. , ~ ..........JASON ........ _,,.ECKERT _ .................... .! . • '{) \ 94993 j ,Q;: • \ 1! '*'-·. ····.~.! CENS'<,?.···~~".. ~ f .. ••(ss ············ ~". '-• IONAL '8 _ ......• . .......... , ........., . ..... o/z..¥(t7b . GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING I ' 1-----+.----------~------------1----~----- ---------+·------ --------t---·---+-------t---·----l-------+--------1------- POWELL LA PORTE, TEXAS ROAD PLAN & PROFILE STA. 17+00 TO 26+50 SCALE . ! . i --e---------+-·---+--------+--------+-------+------+------___J1---~--___J1-----·----r-------r-------r------ A06019 01 1---···-~···-~-----------'-------1.------J__------'--------'-------c::-=-"'-=-::-----..l.-------::-__,_:-::-_____ ~----::-::--'-:::-:::--·----'-------'---·---L-------'---------'--------'---------'---~----'------~------~---iPROJ. NO. - 20+00 21+00 22+00 23+00 REV. 17+00 18+00 19+00 24+00 25+00 SHOWN DRWG. NO. t_ EXIST. ROAD ! I I TO BE REMOVED-~ i I I ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ---·z--- ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... TYPE "4" SAN SWR MH NO. 23 -.....__ -.....__ 30' EXXOl'I EASEMENT /~"'I I t_ EXIST. DITCH ~ v· t_ EXIST. D!TCH EXIST.ASPHALT 1· 1 (TO GE PVMT REMOVED) L . I STA 9+91.20, 24.1' LT. -.....__ -.....__ '-.... --11~ I PROP. 61 LF 8" SOR 26 RIM ELEV=15.54' -.....__ lYPE "4" SAN SWR MH NO. 22 0 PVC @ 0.33% RTLJB OUT N FL = 2. 23 o+ I & PLUG r '-.... ..__ -... -.....__ -......... ~ ~TA 1M ELEv=13+91.16.20, 87' 24.1' LT. , , ........... ........... ~ FL = 0.93 I SEE WEST POWELL ROAD PLAN & PROFILE SHEETS 0 0 + ,~ _(I~ /) . f- SEE WEST POWELL ROAD -.....__ -...::.._ '--, . rSTA 15+64.02 ;~ - - - -"k - - - -PLAN .::~:LE sH:s_ - - - - - - - --== ........_ ~- '-....~ '-.... ~ - - - -- ~ __ I ~~~f~~~~. + ~2A~~" :G_:_ (f) IQ\J·==I =f:::.==============::f::========::;::==\==_ ====================l_J:~-::;;;=====:- :;:=::~ :':.....:....:....:...:..../.. .-;...;....=::=::.=::=:!- =1-==-:--:- ;.:..~:.._:_ :!- ;::-+-:\ ::- i;==~ ::J:\=\ ==- ==- :;- ;;;;- l:·~Z:-=- ::- ::,- ====- ====- ==11.- -...- ..- ..r-- -----z iW ~ 50' B.L. LANDSCAPE- PROP. 48" RCP f-PROP. 400 LF 8" SOR :!6 -........... !re, __ ROP. 400 LF 8" ~DR\\-\\ ,,r-EMPCo #3-8" & _J BUFFER & U.E. STM. SWR. PVC SAN. SWR. -.....__ 26 P~ SAN. SW~- \ . \ ", // #7-8" PIPELINES I _J ~ - .. .. .. .. .. ··--+-H-1--·-- - 0 It--- - - - - - - - -- - ~ - ··- ' ' ' - , ----------1--tt-1---·~ 1- u \r J ' - \ '\ '- ...._ ...._, <( <1-el -----------------.....\'1--------------------------------------;-:;' -1----\ ...---------------------,---------0 ---~.....::.....,,... _~-_"_ '~_~\:.,,..._.\"":""_:~~-~~ --~..:::.....,,,.....j-·-·~---+---···-·-··---·-·-----1-1r·--1--------, 2 2 ~----------+-1_0++0_0 ___________ ,_1+_,_o_o N 03'00'40" w ci 12+00'--PROP 10" CONC PVMT 13+00 !ll 14+00 15't.00"' ~-- .· 16+00~ROP. 97 L- . . 17! I ,,-PROP. 5 LF 24" RCP PROP. 300 LF 24" 800 •00' -b w/ 6 " coNc CURB \ )::; 1 PROP. 300 LF 24• ~- / 30 " RC: sThiil swR., ~ / STM. )WR. r ' rRCP STM. SWR. "' \ ,,.... ' I RCP STM. SWR. ~-- , , '\. II ··~ --i-· t:::::::===::::::==f:'.T·~~~~::::;;:::~~~~1~~~~~·~1~=::;~~~~~~~~~,~-~~~~~;;:~~::;;-:::;f:,n~~~~~~~~;;:~~·'~~~1~~~f~~;;:~~~~~~~~~~~~~~~~~"~~~-~-'~-~-~;;~~/~~~~~·~~~~~~~ i;.; - - - --..==-,.:al::::.: FUTURE F~ - ~~~T~:~ 6~ERS) ·f .:_ (\ 31 -... PROP. 6 LF 24'~ ·./ - PROP 6 LF 24"'¥fi '- 7, 1j -:::: "--- ~ EXIST ROAD - - - ·-• - - _(BY O_TH_ERS) - - - - - - - -~ _.._ - - - _':CP ST~SWR. -- - - -- - - - - - RCP STM. SWR~/- - - -;;;- ->- ~ STA. 16+33.65 START NEW 12" WL • s(1T)A121.?+6~3T.6EOE "'f71TYPE "c" STM SWR INLEi/ ' ~(1T)A112~+T6 Uo2 (1) 12"x6" TEE STA 11+54.80 5 U.E. x t.J..!..LJ E (1) 6"GV & BOX bill]TYPE"C" STM SWR MH STA. 9+50.00, 26.4' RT. TC = 13.60 N FL = 6.66, W FL = 8.87 / ~E"C" STM SWR INLET SlA. 9+_5_0.UO, 2U.8 RT TC = 13.59 E FL = 8.88 I ·> ~,~~ VJ(/) w (1) JOINT OF 12" PIPE (1)j 6" GV & BOX tJA;,, 1 ft.~~· 00 • 20· ~g ~~"BG~v& BOX [fil]~~~~"1c;+~b~o1~w;6.~~ RT. ~,) FIRE HYDRANT E FL = 10.96 8' R /; ;· !I ~ BOX (1) 12" /Gf/ / & ~~~~ ~~ ~~ (1) FIRE HYDRANT (1) 12" PLUG & CLAMP__} 25• B.L. ~cFL l 4 J56. w FL= 9,9· o 13J]]TYPE "c" STM swR Miii J /; xc.Or~ 0 Or billJTYPE"c" sTM swR INLET d ¥6A:: 1 rt.~8· 00• 26 · 4~'1fT. .._, - I STA. 12+50.01, 20.8· RT ,a:; N FL = 4.96, w FL 10.96 j /~ ;f I ' E TC= FL = 14.9.64 92 o!...Z"_ I s FL= 5.46c ._ • EXIST./ ITCH· ."_ -;.'~ .._, 1E II , POWELL ROAID /, 11 // h ESMT HCFCD UNIT A104-00-00 TAYLOR BAYOU (SEE SHEET 11) (TO BE ABANDONED) OUTLET ELEV 2.65 H.C.F.C.D. OUTFALL STRUCTURE (SEE SHT 69) ·---+--------1 r----t--------r------;~~,~~~<-PROP. -. -";213 2:~6,..LF ;.~~"24" '~"'%S,,_T,, _,_,M=·-r--_,~~.l-o;;~;-l")---+-----J. t-i _- _ ·_· · _·· _• · --,,1'· I __ ._. · --·-···---- ----~!. u.~ .. ~---- 5/i I') swR. @ -0.33~ SLOPE · · · :+1~ 1 ~ o: ~ I i ~,_STA IN_V_. _0-1~ +0_+9 oo _____ --+--- r----t--------r-----S-LT-)-IP_E ____ -t--<~:it./""~"L.,.~.:--i------j-1. ___ · ___ ·_,,1, ___ ·- I -~-~ ~ . -------+- :1~ :~ --- Vil_in d ~l~" . <(lz u... ...,.,. -7 !.L · L::Ju:i 9: 0 .... <(,, ' ,::::<( +$:''. ' -8 (/)(/)OCI ·----··------+~- r- ' (/)(!);~ ~~~ { -··-----·-----1---------+----------;-------;--------+-------+--------~1--- -------------------------]- '""'----~·---·------------ r,;,~-~- --·---------·------~ ~--·-----+--------l ·~ -10 I i ! Ci ~12 r-- ----r------+- -------r-----+-------+-----+------I --+-----i --t------------1----------· -·------+--------+------+------+--------t--------1--------r---------+--------r------c-----t------····-- ~ r-----r-----+------+--------+-------+------T--------+-------1----------l-·------1----~----1-------+------+--------+------+--------t--------l-------+------+-----+----+--~-----1 ~ ~14 . I .. I 14 12 10 8 4 2 0 -2 -4 -6 -8 -10 REVISIONS MARK DATE DESCRIPTION BY 11------t-----------···----····~--------1---· NOTES: BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201C0945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RA TE MAPS FOR HARRIS COUNTY, DA TED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS IN UN DA TED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. DESIGN PROFILE LEGEND: ----. ----- - HGL TOP OF WL TOP OF SAN. SWR. -c:=:=:=:=:=::; FORCEMAIN +? < ; z z z ; z > 2 2 ?~ TOP & BOTTOM OF STM. SWR. -Ii r r r z r r r z r r 6 EXISTING EXXON PIPELINES GRAPHIC SCAL.E 0 20' 40• 80' 1 '"=40' HOR GRAPHIC SCALE 0 2· 4• s· 1 "=4' VER ~ iiiiiiiiiiiiiiiiiiiiiiiiiiiiii DATE ~-----------··----1--------------tl DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING -12 LA PORTE, TEXAS -;..-~--~~~~~~~~~~~-~-~-----1 -14 POWELL ROAD PLAN & PROFILE ST.A. Q+OO TO 17+00 ~~-• _1_6~~--+-----·---+-------~------+------'-------'-------'---------r-'------=--=---~----- -~-::.,-:._-=.-=.~·~------~-----~+-~---------L--~----------_--'-_-_---~+-----_---='----------+-·------'-------+·----------'--l--------·-------l.~---~--------l--'-----~---1-------'-----+-------------'-+----------~-+----~1~6-----i ..PROJ. NO. A06019-01 § SCALE REV. 13+00 15+00 16+00 17+00 0 14+00 DRWG. NO . (} 9+00 10+00 11+00 12+00 SHOWN ./ --·· ----; ~----------------------------------------------------------------------------------------------------------------------·-------------------------------------------------------------------------------------------------------__ ... ________________________________________ .. 12 ill 1----+------l!--"'-E'ROE-DUAI >A" _ ~ ~~~~~W}0~~~"/f2/;W~m@wf;;:;;WffeW~m;;/,;'.'.?~$_$ff£~~~/,//.:V//7?7 c;; 10 RCP CULVER- s----i i7/?7./?,llilt'. ,,,,, " //// "///////////// '/////////////. '/~~ " · -T / s . 1Nv. ""~'J!:~ L~ ezzli/f//,' , u//·/"L//~0,/,Y/~//~;,, { . -- -·---+------ 5 I- (S!-ZE-& GRAE-· , __ ~1~---- -·-·· - ~-' , ' , :zzz , I 7 • 92 \ ' -~ _10_ ii5 TO BE CONFI MED v ~ 8 1---j--------j---,'t:l~T,.-D?H.l,;-'. 'i:rii'-r.._1'+,; L).~ =--:----t-/-7"'ft----j-------l--------+-------.. ----+--------+----·-----------1--------1--- ~ ' ~~[~Ps~:· ~R.' c~ liJJ==r====1==z;::==-~~=:==z:zf==zz:=z:,~z:-====~!======hzz, =~:::~~F~~;~~~;;:;;;~;;;;-;i;;;;;;;;;;;;t==::z:<==rfil F=~=555i=sf==z=z.~==~===·~=:::::::z:;' ~:=:=z==;m$z::zzzz:;=:---~-----~·· 86 ~ 6 ~~OP. 52~ LF 24" RCP-V I U / i)l I STM: SWRI @ 0.20% SLOP: F ROP. 273 LF 2•" RCP...J' ' J_ I ------+i--------+----·---+------i+------+-----~-fl .i.. •. t ·-.• :- ~-iW .• fi, ...... c .... ,,o _. .... :F>.F-... - --+---c---+-------l 8 4 I I 4 a_ giii . ~ r--i --+---·---j-------+---:---1----<~:11"'·~-+------+-------+--------·------t----- I -------1--- -·-----L-------+--------1-------Jl -II...Jo------+------+---'---+-------+---·----+----·---t > 2 I "11:i: "! --r - ·1 , 2 ~ I - " --~u:-~ ' . I -~"'"~-~ "' 1-----1-------1---··-·---~-------·-" -1------+--:<EJ;:i-fu---\-----'----+------+------ ----·----------··· i __________ , ___ ---------- ·------·----1-------+-------<0P'''~L'r--.c:_ ____ ,, ________________ _, _________ --·-------1---------------+-··-·---·--·----j 0 0 1-'-...J ·> 0 ; (l)(l)W +- I 't ~~ 0 r---+------+------+-----+---·----+--~---+------1-------+----- ---+------+------1--------i--------t-------+-------+-----+-------+------+----, --+-------t ~ ~ ' ~ E5 " ! - t r----+------+------+------+---'---+------+------+---------j--------·-----------1--------+----------r------+------+-------f-------+---------1-------1---~---1------I------'---~ (er: L -4 ' _< z J 0 F z < -6 ., ' ' ' ' ~ -8 - ~------c!---------+--------t-------+-------+-------t-------+-------t-------+------~,-----~- .. -----1-------1 ! "' -10 r-1------+-+-------------+--+------·------++--------~-----+l---·---------+---+-----·-----+-----------:--+---+-··~----·--~-------l------+---~-----------+----1--- ------+---+-------------••••-1-----n--+---·---··-n~~.---~----~ ----·----------+----+----------+-------1------+------>.--------·-1----f-------------+--+----------f--f-------------++------•-.-------1 ! ·;g' ;; ' -12 ' ' ' ~ -14 . 1 I .~ . - ·- ' ·- ! i ! ~ ''.'"16 ' ' ' ' ' -1 --------·------.. ----,-------1--------+-------1------+------+-------+---------+-------+--~----1 ' -4 -6 ' MARK NOTES; BM: DATE REVISION.S DESCRIPTION ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECllON OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: BY ACCORDING TO MAP NO. 48201C0945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS !NUNDA TED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. DESIGN DRAWN CHECKED APPROVED SEAL AREA PROFILE LEGEND: . --- HGL TOP OF WL t:::==========::;. FORCEMAIN TOP OF SAN. SWR. +? 2 z z 2 ) ( ) 2 2 2 2+ TOP & BOTTOM OF STM. SWR. GRAPHIC SCALE 0 20' 40' 80' 1 "=40' HOR GRAPHIC SCALE 0 2· 4· s· 1 "=4' VER DATE DATE DATE DATE GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING LA PORTE, TEXAS POWELL ROAD PLAN & PROFILE ~TA. 1 +on TO 9+00 I -18 - ---------·--------·------·----........ ---->-------·----·--.--· .. ---· ------·---·· .. ·--- -----·-·-···--------------+------·-'-·----,---- ------------1-.. -----------1-----------+-- - -- ----~-- ---- - - - --- ··· - - - - -- ------+--------------+---------cf----··-------------..----·------·-............. --·--- ---------! SCALE 0 1-~~---'-------'------'---~----'------'----·---'--------'------'--------'------'--------'-------~------~-----~------~-----~------~·-----~------~-----~------~--1PROJ. NO. A06019-01 REV. ~ 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 11-----~----< 0 ;:;, SHOWN DRWG. NO. ~a..--------------------------------------------------------------------------------------------------------~~--------------,--------~----------------------------------------------------------------------------------------------------__ .... ________________________ _. __________ .._ ____ .. 0 u 0 ~ <. ~ LEGEND: (//)//(I" Ffltfj ™ ™ V?JJ BLDG -- - -- A-8 10.70 Ac ARIZONA TILE ---------- ----- ---- ------- ---·--- -~ --- ---- --- ----------- -- - - - - (100' ROW) - - -- - - ~RN pf\ClflC R.R. -- - - - - soul\"\<- 23.54 Ac A-7 I I 8.12 Ac A-26 10 J 21.82 Ac j I~"-: / I (::QI I I I g!.z:Ji :! I uj'J I 1 I :. 11,c I 1 0 II /;d/ l ~i5. YJCJ I ,,Q I A-5 4.23 a; f.cnZ 30 0 "oz o.ll.' . .- (:.l ? 5 m /REsi"RICTED RESERV!j: DETENTION l~~~~~~~ 'BAS\'N SOUTH / (:)2.75 Ao) A-24 4.25 Ac FUTURE RETAIL SITE A-23 6.41 Ac A-22 12.66 Ac I ' I PROPOSED BLDG A-4 A-4 PR0"'"1SED BUILDIN(f NO. BZ 413,1\'f s.F. ) 2z.5204 AC. (180988.75 S.F. I I I :21.33 I Ac FRONTIER A-3 I I I 21.34 Ac PRO~OSED BUILDIN~ NO. B3 4131£0 S.F. ) 2o.fi226 AC. (18.321.96 S.F. I I A-19 8.43 Ac \ I I I \ I I ' A-16 10.80 Ac PROPliSED BU\LDINGf NO. 84 413 11J, S.F. ) 20.7482 /\C: (r3,792.06 S.F. ' I I A-17 \I A-21 CONVEYANCE\ CHANNEL 10.12 Ac PROP0"3ED BU DING NO. c 3 PROPOSED B LDING NO. C4 8.99 Ac I FUTURE RETAIL SITE , 4_ 108 O S.F. 2325 AC. (184,367 S.F. 108 o o s.F. ) 7.4742 AC. (3 ,577.59 S.F.) FUTURE RETAIL SITE 7.47.\0 AC. '( 5,525.84- S.F. PROPOSED BLDG A-5 A-14 15.11 Ac I I I A 13 15. PRoilosED BUILDIN~ NO. 85 413 ~0 S.F. 20.7733 AC. {f4,884.38 .F.) I ' I ( 52 77, PU UC ROW) STA TE H!GHWA Y 146 3 · ANALYSIS OFFSITE DRAINAGE BOUNDARY 12.0· MAINTENANCE ACCESS 3:1 SIDE SLOPE RESTRICTED RESERVE DETENTION BASIN NORTH (7.34 Ac) A-12 6.89 Ac MARK DATE OFFSITE DRAINAGE AREA A-11 I 1 I I I \ 111.76 Ac A-11-A 7.6 Ac NEW CULVERT ANALYSIS OFFSITE DRAINAGE BOUNDARY I 13th --STREET --·· \---- I ANALYSIS OFFSITE DRAINAGE BOUNDARY - REVISIONS DESCRIPTION BY ----------, 1 -··---- ----- ----- -------··---------------- '1 '1 12.0' MAINTENANCE ACCESS DRAINAGE AREA BOUNDARY NORTH RESERVE DETENTION SERVICE AREA (118.65 Ac) WEST POWELL ROAD SEVICE AREA (57.47 Ac) CONVEYANCE CHANNEL SYSTEM SERVICE AREA (153.78 Ac) SOUTH RESERVE DETENTION SERVICE AREA IMMEDIATE IMPACT (70.12 Ac)* PROPOSED ROADSIDE DITCH PROPOSED BUILDING FOOTPRINT NOTE: OFFS/TE DRAINAGE AREA A-11 TOTAL AREA = 111.76 Ac. DESIGNED FULLY DEVELOPED = 7.6 Ac. (A-11-A) POWELL ROAD DESIGNED AS UNDEVELOPED = 104.06 Ac. (ON-SITE DEfENTION REQUIRED) * SOUTH RESERVE DETENTION BASIN TOTAL IMPACT (WEST POWELL ROAD, CONVEYANCE CHANNEL, & SOUTH RESERVE DETENTION SERVICE AREA IMMEDIATE IMPACT) = 281.37 Ac 0 1 "=6oo· 300' 600' GOLDSTON ENGINEERING, INC. PORT CROSSING DEVELOPMENT CORPUS CHRISTI DESIGN SLW DRAWN ABG CHECKED DSP APPROVED WJG HOUSTON DATE 06-06-2006 DATE 06-06-2006 LA PORTE, TEXAS DRAINAGE AREA AND ANALYSIS BOUNDARY EXHIBIT DATE 06-06-2006 PROJ. NO. A06019-01 SCALE 9A SHEET 81 OF REV. DATE 06-06-2006 DRWG. NO. SHOWN 0 STA 1 +45(E) AT ~ OF WEST POWELL ROAD OUTFALL STA O+OO(E) AT ~ OF WEST POWELL ROAD OUTFALL PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS STA 0+00 AT <i:_ OF CONVEYANCE CHANNEL STA 6+41.68 AT ~OF CONVEYANCE CHANNEL STA 33+41.22 AT <i: OF CONVEYANCE CHANNEL -------· - ------ - - ----·· I I I I I I ·--·---· - .. - ... -- -- -- -POll~T - DESCRIPTION ~' CONVEYANCE CHANNEL @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - NORTH @1 DETENTION BASIN - SOUTH @ DETENTION BASIN - SOUTH ~) DETENTION BASIN - SOUTH @I DETENTION BASIN - SOUTH @I DETENTION BASIN - SOUTH - ---~- - ... - ..... --"• ·- - NORTHING 105,536.45 105,595.06 105,541.36 105,588.67 106,227.53 106,280.09 106,298.03 106,250.73 101,413.35 101,329.71 100,994.72 100,981.93 99,971.1 g SOUTHERN PAC/EiC RAILROAD (ROW) . ----·-·· - . - ---·-·- - - _ ._ . EASTING 29.051.81 29,038.97 28,712.64 28,660.01 28262.44 28,673.67 29,005.43 29,058.06 29,444.66 29,510.05 29.344.84 29,429.39 29,058.71 13 , I ' ADDITIONAL NOTES STA 41 +84.50 AT q;_ OF CONVEYANCE CHANNEL ~ OF NORTH OUTFALL STRUCTURE INLET PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS PC AT OUTER EDGE OF MAINTENANCE ACCESS <J:. OF SOUTH OUTFALL STRUCTURE OUTLET ~ OF SOUTH OUTFALL STRUCTURE INLET PC AT OUTER EDGE OF MAINTENANCE ACCESS ---:z:.,..._ 17 18 15 I I I i RESTRICTED RESERVE DETENTION BASIN NORTH 21 I ,,/ I \_ ' : I j \ --· -· - ---- - -- --- -- -- ____ .L -- - ----- -- -- ·------- - -- ----- -- - -----·--- J - ---- - - -- - ___,J _ _ ~-- --'---·--- ·-· - ------.- ·- ·- -·-·-- ... - -------·- - - --------- - - ---- -- -- -·-- - - ----. ELEVATION 10.73 13.03 10.74 12.45 13.04 @] -- -- .... . ......... '" NOTES: 1. ALL BENCHMARK/CONTROL POINT DATA PROVIDED BY conoN SURVEYING COMPANY (CSC). 2. HORIZONTAL DATUM IS BASED ON A LOCAL SITE COORDINATE SYSTEM (SURFACE COORDINATES). 3. VERTICAL DATUM IS BASED ON NORTH AMERICAN VEl,TICAL DATUM OF 1988 (NAVD-88). STATE HIGHWAY 146 (ROW) I BID SET I 19 I }_L6:s!REET (ROW) ! ' i .. 1 I i I GRAPHIC SCALE (S): o _, -- 300• - s_oo• MARK 0 DESIGN DRAWN CHECKED APPROVED SEAL AREA PROJ. NO. REVISIONS DATE DESCRIPTION BY 06/30/06 CONSTRUCTION PLANS (PRE-FINAL SUBMITTAL) DSP 7 /24/06 CONSTRUCTION PLANS (FINAL SUBMITTAL) DSP DATE DATE DATE DATE SEAL AREA GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING LA PORTE, TEXAS DRAINAGE LAYOUT AND SURVEY CONTROL A06019-01 SCALE REV. I ' PROPOSED 1 00' ROW PROPOSED 100' ROW POWELL ROAD--~ 7.5' U.E. l:;:j I UJ I Uj I I 25' B.L.~ 24" RCP PROP. EXPORT DR. (60' ROW) I jPROPERTY LINE I CALLED 13.0000 ACRES PIERSIDE INDUSTRIES INC. WARRANTY DEED CLERK'S FILE NO. G7162B3 HCOPRRP ', I ' -..__ I ~ , , ~'I W'HARTON WEEMS BLVD ~ \_ I 5 U E 5, U.E.-.,.. I l... I I ~ -..__ I R ' CTED 42" RCP 11 ·'' rr ~ . . r I ...... I ....... R ~t VE I , , 'V25' B.L. I 1,125' 'V B.L. l I .:_ '-··-·-- ---.=..·'......_'.-...:.. :."""'~-,,,_ ~~ TION lj J RESTRICTED RESERVE ~ I RESTRICTED I ~ ................. ~so' B.L., LAND • p ,,,1 H !!? i "G" OF PROPOSED I II RESERVE . -....~~--=,,~UFFER I" t;:; 5' U.E. i!,' (3) 12• X 6• BOXES FINAL PLAT OF PORT ~ DUAL 48" I Ill 12 _, X 4 ~~ ~ w 1 CROSSING SEE SHT 8 :c RCP·--...i.. , BOX CU. L.VE.RT iJj - - - Ul I ------------- - - ~I oi"- ...._ (1?01r'~~~~l<i!5 ·-~--=-:...LI -.............. --------fl d------=-=-----=---=------ -~ONVEYANC~ CHANNEL-=---=-==-- --l8-;;-RCP- I :: 5' X 4' BOX 5' U.E.~~ I I~ I ...... ····- -.~"'"~ ................. 24" RCP I " SEE SHT 8 25' B.L. 11 II CULVERT I I ~~~T(::E-~~~Ai~c~N G.P.I. /~~~---- J ·~· c·'C----·- . -;ROPE·~-;~-L~N-E ---- - ---.:_::::::=::::_:.__--==----- ·--···-······-· - - - -- SHEET 53). ~~...::-·------ L --- STllTE HIGHWAY 146 ' ~ ---· --- (ROW VARIES, APPROX 342') -~rmr=-==--~-:. ·--~-···- -:--·- ~~~;-~~~-- MARK A NOTES: !2M;_ REVISIONS DATE DESCRIPTION BY 8-29-06 ADDED SWQMP NOTE HGS ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201 C0945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. NOTE: UPON COMPLETION OF CONSTRUCTION, THE PERMANENT STORM WATER QUALITY FEATURE WILL BE CLEANED OF ALL SEDIMENT AND DEBRIS THAT MAY HAVE ACCUMULATED. ADDITIONALLY, ALL DISTURBED AREAS RELATED TO THIS PROJECT WILL BE COMPLETELY STABILIZED. THIS WILL BE DONE PRIOR TO SUBMITTING AN "AS BUILT CERTIFICATE" AND CALLING FOR FINAL INSPECTION. HARRIS COUNTY ENGINEERING WILL NOT PASS THE FINAL INSPECTION OR ISSUE THE CERTIFICATE OF COMPLIANCE UNTIL THE REQUIRED FINAL CLEANOUT AND STABILIZATION HAVE BEEN COMPLETED. THE DEVELOPMENT IS NOT APPROVED FOR OPERATION UNTIL A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED . DESIGN DRAWN CHECKED APPROVED SEAL AREA DATE DATE DATE DATE GRAPHIC SCALE (S): 0 --- 300~ saa~ GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING LA PORTE, TEXAS OVERALL STORM SEWER & SWQMP SITE PLAN PROJ. NO. A06019-01 SCALE DRWG. NO. 1 "=300' REV. 0 8" SAN. SWR. LATERAL 8" SAN. SWR. LATERAL 8" SAN. SWR. LATERAL ~ \: -···· \ 7.5' U.E. PROPOSED 100' ROW 25' B.L. POWELL ROAD,--~ ""-- 25' B.L. PROPOSED 100' ROW WHARTON WEEMS BLVD 12" SAN. SWR. 5' U.E. 8" SAN. SV/R. LATERAL BUFFER I / 50' B.L., LANDSCAPE 6" FORCEMAIN 12" SAN. SWR. ---~;;{ .. ~- - 15· "" __ '1 1 ------------J \ll r-I - = = -~ ~PROPERTY LINE ~~~ ''' ! 111 I 1:;5. U.. E. ' 25 B.L.~ I I I I I 5' U.E.~11 . ~ 8" SAN. SWR. LATERAL 1-1 :1 ~ I 8" SAN. SWR. CONSTRUCT SAN. SWR. MH ON EXIST. 12" S/\N. SWR. TO TIE-IN PROPOSED SYSTEM TO EXIST. PROP. EXPORT DR. (60' ROW) 25' B.L. 5' U.E. EXIST 12" SAN. SWR. :-PROPERTY LINE CALLED 1.3.0000 ACRES PIERSIDE INDUSTRIES INC. WARRANTY DEED CLERK'S FILE NO. G716283 HCOPRRP I I I I I- ~ . (/) 5 U.E. ~ :::>~.,.,..~="""" _j I,_ 13TH STREET 25' B.L. 1 :1~.----- I ---=--- - I I I I I . 8" SAN. SWR. ""' I I 25' B.L. jl I 11 I u50' B.L., LANDSCAPE _J 1 1 1 ~ --===:::::::-::: --BUFFER -- --~~ !-5' U.~·-E. ~ STATE HIGHWAY 146 (ROW VARIES, APPROX 342') REVISIONS MARK DATE DESCRIPTION BY BM: ELEVATIONS SHOWN ARE BASED ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATED AT THE INTERSECTION OF McCABE ROAD AND POWELL ROAD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 88, 2001 ADJUSTED. 100-YR FLOOD PLAIN: ACCORDING TO MAP NO. 48201 C0945J OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, DATED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED WITHIN ZONE "AE" DEFINED AS SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED AND SHADED ZONE "X" DEFINED AS AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY .LEVEES FROM 100-YEAR FLOOD. NOTE: IF THE LIFT STATION IS NOT OPERATIONAL AT THE TIME FRONTIER IS READY FOR OCCUPATION, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PUMPING TRUCK TO EMPTY LIFT STATION. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA GRAPHIC SCALE (S): D 3.oo· BOO" 1 ••....,300· - -- - GOLDSTON ENGINEERING INC. CORPUS CHRISTI HOUSTON PORT CROSSING LAND, LP. PORT CROSSING LA PORTE, TEXAS OVERALL SANITARY SEWER PROJ. NO. AQ6Q19-Q1 SCALE REV. _______ _, 1g=300' DRWG. NO. 0