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Home My WebLink AboutPORT CROSSING RAIL YARD SITE PLAN- I I I I TYPE"A" -- PROP.29 LF 300DIA. PRO----�- HOPE STM.SWR. STM S YP INLET 0 0.20% SLOPE � \n' STM SWR INLET N1' P A01 F I C R. R• 0 0 R OWN) TOG=11.00 PROPERTY LINE - FL=4.03 UNION - �14�- _ S 79°51'39" W 29.79' �,,.. ►-.'""".""•"�-- -Fi;.15.3. --'�� L N 10°08'30" W 53.38' - 74.39 PROPERTY UNE - -- - -• - - -' �_-- EXISTING S. 161H STREET (60' ROW) TO BE ABANDONED CL OFCL P� WAL TO TIE INTO EXIST. ROADSIDE SWALE PORT CROSSING RAIL YARD PROJECT LIMITS. RAILROAD TO BE TIED INTO EXISTING Y RAILROAD. (BY OTHERS) '54 p- v m u z z , 0 Lc) c� O ED � � I m CALLED 5.00 ACRES > � Q Ir0 cn o- EXXON MOBIL CORP. cn 1 zz SPECIAL WARRANTY D = OD DEED CLERKS FILE zw NO. U496686 Lo - o 0 o HCOPRRP k-Lj0m U m U O O Q:�O L Li J Li w V) � Li LJ � m Q Q m m v 7 n mI PROP.TYPE'A" PROP.TYPE"A" STM SWR INLET "J1' TOG=1244 FL=4.77 PROP.TYPE"A" PROP.TYPE"A' S S2. 1 LE "J " STM SWR INLET "Ki" TOG=12. t TOG=13.14 FL=4,54 FL=4.42 PROP.88 LF 180DIA. PROP.TYPE'A" HOPE STM.SWR. STM SWR INLET " 0 0.26X SLOPE PROP.288 LF 48"DIA. R.=4.19 HOPE STM.SWR. O 0.12X SLOPE PROP.222 LF 48"DIA. HOPE STM.SWR. 10°08'21" `N 2116.04' 0 0.14X SLOPE N PROP.223 LF 48"DIA. 1 - HOPE STM.SWR. - 0 0.14% SLOPE - --- �10 PROP.198 LF 30"p1A.1 HOPE STM.SWR. , 0 0.2OX SLOPE PROP.TYPti� Op STM SWR E"A" 0��ti0' GJ� G TOG=12.51 O Q FL=3.57 PROP.547 LF 60"DIA. STM 3p • F Q4p4 0 O.E10% SSLOPE -� xxoN ppF(iyF FSMT PROP.88 LF 180DIA. PROP.TYPE"A" PROP.159 LF 18"DIA. HOPE STM.SWR. PROP.206 LF 36"DIA.-STM-SWR-iNLET"DT--HDP PROP.TYPE"A" PROP.88 LF 18"DIA. SR SLOPE '-HDPE STM.SWR. TOG=12.37 �O 0.43% SLOPE S1M sWRI ET Ogg* HOPE STM.SWR. PROP.TYPE'A" ROP.88 LF 240DIA. 0 0.40% SLOPE S71d- lr45NIEiFT r - O 0.17R SLOPE FL=6.97 HOPE STM.SWR. PROP.422 LF 30"DIA. TOG=1245 -1 .45 PROP .TYPE"A' 0 0.26% SLOPE HOPE STM.SWR. FL=7.07 FL=5.76 PROP.207 LF 36"DIA. STM SWR INLET "D2" 0 0.13% SLOPE HOPE STM.SWR. R= B544.38' TOG=HOPE STM.SWR. 12.45 RPP.220 LF . DIA PROP.220 LF 42"DIA, 0.17X SLOPE DELTA=07^05'00" . FL=6.29 0 0.13% SLOPE STM S INLET PROPERTY LINE N 03°032t' A YP HOPE STM.SWR. I L=1056.32' STM SWR INLET 'H2' O 0.13R SLOPE --- 62- - TOG=1278- FL=4.78 _ p F6-14.6700 - / - - - . - A- 17 LF iR. STM.SWR. i% SLOP -� TYPE"A' C+13.1 PROP.17 LF 18"DIA. HOPE STM.SWR. 0 0.96% SLOPE PROP.TYPE"A" PROP.88 LF 78"DIA. MARK DATE HOPE STM.SWR. A 2/4/07 0 0.26% SLOPE LF_GEN� EXIST. PROP. DESCRIPTION BY ISSUED FOR REVIEW CJE • 0 STM SWR MANHOLE �3_ ❑ O STM SWR INLET _�> Q ----- TOPO XF0'14 SPOT ELEVATION L.J OVERLAND FLOW - - DIRECTION - CENTERLINE OF SWALE RAILROAD I ABBREVIATIC VS PVC POLYVINYL CHLORIDE HDPE G PROP.77 LF 18"DIA. HOPE STM.SWR. PROP.240 LF 48"DIA. 0 0.26% SLOPE HOPE STM.SWR. 0 0.10% SLOPE PROP.TYPE"A" TOG=11.67 " FL-4.58 gyp. �O -IN 40 tx 4 'ROP.TYPE-A" I U0 WIDE SOUTHERN PACIFIC TM SWR INLET •B1" fOG12 TOG=lZ63 RAILROAD RIGHT-OF-WAY "Lr7'37 PROP.159 LF 24"DIA. HOPE STM.SWR. PROP.88 LF 24"DIA. (VOL 946, PG. 86 DEED RECORDS 0 0.19% SLOPE HOPE STM.SWR. D06.3T 0 0.19% SLOPE /O F H A R R I S CO -- -Frl 5.7 Ld - I- F- (n z - 6 d 3.6 % cn cn o dIt- S 03'00'40" E 3264.86' /PROP.17 ROP.230 LF 42"DIA. PROP.TYPE"A' PROP.TYPE"A" PROP.TYPE"A" 18 DIA. HOPE STM.SWR. HOPE STM.SWR. 0 0.13% SLOPE STM SWR INLET "' 'STM TOG=12.37 SWR INLET �p STM SWR INLET "03 TOG=12.37 " O' TOG=12 37 'FL=5.71 'FL=6.06 . 0 0.26X SLOPE I I FL=5.36 �� " PROP.TYP STM SWR EN TOG-12.37 �1 O PROP.TYPE'A" FL=5.07 �� G STM SWR8NLET "H3" TOG1 ,�'� ,�., `?rDO•y Q' FL=4.82 QO� pal 0j1� 4 z U m m m+ w rn m PROPERTY LINE PROP.TYPE"A" PROP.TYPE"A" PROP.TYPE PROP.279 LF 24"DIA. W ITT •� HOPE STM.SWR. TOG=1200 TOG=1237 TOG=1262 0 0.18% SLOPE ) FL=7.40 FL-6 35 N)FL=8.90 ))FL=6.90 ZONE Rp �� • UNSN P pop PREP N (SEE F�p . r-k - Z SURVEY MARKER NO. 110 CITY OF LAPORTE OWNER/DEVELOPER RUSSELL PLANK RAIL LOGIX, L.P. 3330 S, SAM HOUSTON PARKWAY HOUSTON, TEXAS 77047 HI H DENSITY POLYE HELENE STM SWR STORM SEWER DIA DIAMETER T t TOP OF GRATE FL FLOW LINE T ' TOP OF PAVEMENT FG FINISHED GRADE NOTES: 1. PROPERTY ZONED AS PLAtJED UNIT DEVELOPMENT (PUD). 2. GENERAL PLAN AND SPECK L CONDITIONAL USE PERMIT #SCU06-006, DATED 9-11-C i. 3. DETENTION REQUIREMENTS•`OR THIS TRACT ARE PROVIDED WITHIN THE PORT CROSSING I EGIONAL DETENTION BASINS. 4. FILING DATE: FEBRUARY' L6. 2007 M, ELEVATIONS SHOWN ARE BASE) ON FLOOD PLAIN REFERENCE MARKER NO. 010295 LOCATE( AT THE INTERSECTION OF McCABE ROAD AND POWELL F )AD WITH A PUBLISHED ELEVATION OF 12.47 NAVD 8E 2001 ADJUSTED. FLOOD HAZARD AREA: ACCORDING TO MAP NO. 482(IC0945J OF FEDERAL EMERGENCY MANAGEMENT AGEICY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY, 0 ITED NOVEMBER 6, 1996, THE SUBJECT TRACT IS SITUATED i ITHIN UNSHADED ZONE "X"; DEFINED AS AREAS DETERMINE ) TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN. DESIGN DATE DRAWN DATE CHECKED DATE APPROVED DATE SEAL AREA �,f/ SEAL AREA ii'..JJJIII �P..6,�P'(E ........TF..Sy �OF Tf.14 1 00 �^ JASON ECKERT - i it 00 0 DONALD S. PEEBLES j : 94993 / 138946 0 '44�FS<.�CENSE�'G�,►f►�nF PFC/ST � Amp" ER��' ��/ (�` 0.... 050 '100' 200' 'i "- 1 00' �jo Ad GOLDSTON Eh GINEERING INC. CORPUS CHRISTI HOUSTON RAIL LO IIX, L.P. PORT C ROSSING RAIL YARD LA PORI --, TEXAS SITE DEVELOPMENT PLAN PROD. No. A05035-02 SC LE 1 S OFEf 2 SHI WN DRWG. NO. REV. A �" J n: z J N X U) O �CDU O— N T. Q. N OWNER'S CERTIFICATE WE, RAIL LOGIX L.P. AS OWNERS OF THE 29,833 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF PORT CROSSING RAIL YARD DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN. FURTHER, OWNERS AGREE THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY THE OWNERS, HEIR, SUCCESSORS AND ASSIGNS AND FURTHER, THAT SAID PRIVATE STREETS SHALL ALWAYS BE AVAILABLE FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES. ACKNOWLEDGEMENT EXECUTION IN TESTIMONY WHEREOF, PORT CROSSING LAND, LP HAS CAUSED THESE PRESENTS TO BE SIGNED BY MICHAEL J PLAN ITS PRESIDENT, THERETO AUTHORIZED, ATTESTED BY ITS VICE PRE; DAY OF _E�NA�C__ 2007. M RE ISIONS MARK DATE DESCRIPTION BY A 2/4/07 PRELIMINAR , ISSUED FOR REVIEW WE B 1/9/07 ISSUED P IR REVIEW TO COLP WE •9 .I ..' a`-a'-nl'µ9Ty { r ( '36 t I LL.p+t ', I 1 4F{rt�A,IM`kN I`arn yp i5 I r4,r+? *J ;Y• 'kt'=U+�'s.St"Nf"1'' u`�RJ' % • , ps'F'i f ra `� f'ik S�'E 1Ca''jkX �Fi{y, YLSt Fk { ? �Y $ 3 { 3 2 f ,� t {+h, Y J tsiy S£''t 1 it: l 4u ^A, w,wkr.r.'vv°` pt k2S c 1U }� ali'�T^PiJ. u. -.w>. A ._,,.a.....m- 's'i ,> rt✓ t�°-a a. x* . ,. 4, n . w.,. c.... .<^. �u�l,£ ...�`.� <, .v . .e,L ,. z,.. .. , ^.v u % w METES & BOUNDS DESIGN DATE o Description of a certain 29.833 acre tract of land out of the G. McKinstry METES & BOUNDS A Survey, Abstract DRAWN DATE w No.47, the J. Hunter Survey, Abstract No.35, and the W.P. Harris Survey,Abstract No. 30 in Harris County, Texas, being all of a called 8.000 o acre tract described in Warranty Deed with Vendor's Lien recorded in Clerk's File No. V968180 of the Hams County Official Public Records CHECKED DATE z of Real Property, and all of a called 18.7192 acres (Tract II) and a called 1.091 acres (rract III) as described in Special Warranty Deed ? N APPROVED DATE w Recorded in Clerk's File No.Z040699 of the Harris County Official Public Records of Real Properly, and a portion of a called 155.438 acre m in tract (Tract 1) as described in Special Warranty Deed recorded in Clerk's File No. Z103337 of the Hams County Official Public Records of SEAL AREA �/ SEAL AREA o m Real Property, and a portion of North Powell Road (60 foot ROW), which is to be abandon by Hams County; said 29.833 acre tract being _? 0 3 based on the Texas State Plane Coordinate System, South Central Zone, NAD 83; z j F ?'�P�.............. 1q ? �P� .. .... Faq 111 z a w BEGINNING at a found Vrinch iron rod marking the southwest corner of Restricted Reserve "A" of the Boncosky Trucking Terminal, plat of ;. 0 r s * �T S* 1, m which is recorded in Film code no. 403104 of the Harris County Map Records, being the northwest comer of said 8.000 acre tract, being in � �* w b the east line of the Southern Pacific Rail Road right-of-way, from which a found 3/4 -inch rod (with cap stamped "Cotton Surveying' bears r _. _�—_—�� 0 0 ¢ JASON ECKERT i DONALD S. PEEBLES j North 03°06'23" West, 300.00 feet; —� o __.-- r....:........................:.S ♦ o • 94993 �• Imo'• 38946 THENCE, North 86°52'38" East, 417.69 feet along the south line of said Restricted Reserve °A" being common with the north line of said moo:' • < FO: �� l. o.•' �v 9 9 LENS,: �? L� t a I J 8.000 acre tract, and the said 18.7192 acre tract to a found 3/44nch iron rod with cap stamped "Cotton Surve in , FS' •• """'. 1 is �51 m ( p p Surveying), marking the northwest1�... z corner of Proposed Port Crossing Secbonl, from which a found %44nch iron rod (with cap stamped "Cotton Surveying' bears, North �86052'38"East, 500.00 feet; 2aof0�1 O 7 O 3� X THENCE, South 03000'40" East, along the west line of said Proposed Port Crossing Section 1 plat, passing at 1075.00 feet, a found /4-inch iron rod (with cap stamped "Cotton Surveying") continuing along the west line of a called 22.6541 acre tract, being common with the east line of said 18.7192 acre tract in all a total distance of 3264.86 feet to a point for comer; O THENCE, South 02058'44" East, 944.00 feet along the said common line to a point for comer in the south line of said 155.438 acre tract, s being common with the north line of a called 5.000 acre tract described in Special Warranty Deed recorded in Clerk's File No. U496686 of the Harris County Official Public Records of Real Property, from which a found %4-inch iron rod (with cap stamped "Cotton Surveying) bears 0 North 8600115" East, 500.08 feet. I � ' THENCE, South 86°01'15" West, 51.60 feet along the south line of said common line to a point for comer in the centerline of an asphalt o road; GOLDSTON EIIGINEERING INC. 1_� THENCE, North 10*08'30" West, 53.38 feet, along the centerline of an asphalt road to a point for comer, CORPUS CHRISTI HOUSTON rn C 3 THENCE, South 79051'39" West, 29.79 feet to a set 3/44nch iron rod (with cap stamped °Cotton Surveying) in the east right -of -way of said RAIL LE GIX, L.P. Southern Pacific Rail Road company; 0 THENCE, along the said east Southern Pacific Rail Road Company right-of-way, being common with the west line of the said 8.000 acre PORT CROSSING tract, the following three (3) courses and distances: 3RAIL. YARD / 1 1. North 10*08'21" West, 2116.04 feet to a found 74-inch iron rod (with cap stamped "Cotton Surveylngj marking the beginning of a oz curve to the right LA POR E, TEXAS D 2. Along the arc of said curve to the right having radius of 8544.38 feet, a central angle of 07°0600". and arc length of 1056.32 feet, and along chord bearing North 06°35'50" West, 1055.65 feet to a found 3/4-inch rod (with cap stamped "Cotton Surveying'); M ISC. NOTES k VICINITY MAP 0 3. North 030,0321" West, 1006.37 feet to the POINT OF BEGINNING, CONTAINING 29.833 acres of land in Harris County, Texas. j PROJ. NO. A05035-02 S 4LE 2 SHOF 2 REV. Y SH )WN A J DRWG. NO.