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Home My WebLink AboutPORT OF HOUSTON PRE CHECK GATE EXPANSION SITE PLANMORGAN'S POINTLA PORTE GALVESTON BAYHOUSTON SH IP CHANNE L BARBOURS C U T B L V D . MORGAN'SPOINTCITY LIMIT G CL TURNINGBASIN BARBOURS CUT SHIP CHANNELCL CENTERPOINT SUBSTATION 8 330 225 610 45 59 610 610 610 10 10 59 45 8 288 146 PORT OF HOUSTON AUTHORITY &9)01%ÄÄ VICINITY MAP LOCATION MAP ,70' N ':2#05+101()#6'(#%+.+6+'5#6$#4$1745%766'4/+0#. SITE LOCATION ENTRY GATE N H OH STO UFTOPRO UO TS U ASXTE,THRTYIOON A G-001 SITE LOCATION N.T.S.N.T.S. SITE LOCATION TWIC GATE N *%(%&70+6(ÄÄ #$#0&10'& *%(%&70+6 (ÄÄ *%(%&70+6 )ÄÄ ENGINEER'S CERTIFICATION FLOOD CONTROL DISTRICT CRITERIA DESCRIPTION OF PROPERTY HCED SIGNATURE BLOCK COMMERCIAL / OTHER SITE DRAINAGE WATER AND WASTEWATER HARRIS COUNTY ENGINEERING DEPARTMENT REVIEW SHEET HARRIS COUNTY FLOOD CONTROL DISTRICT ENGINEERING DIVISION PAVING DRIVEWAYS (in H.C. ROW only) TRAFFIC CONSIDERATIONS RESIDENTIAL / SUBDIVISION DRAINAGE1.3.4.5.2. 7. CURBING FIRE APPARATUS ACCESS ROAD CURB RAMPS 11. * **** 6.STORMWATER QUALITY WORK IN HCFCD RIGHT-OF-WAY9. LANDSCAPING 12. PERMITS REQUIRED10. WORK IN HARRIS COUNTY R.O.W. IF YES, CHECK THE BOX THAT APPLIES TO THIS PROJECT TO BE FILLED OUT BY HARRIS COUNTY NOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BE ACCURATELY SHOWN & LABELED ON THE SITE PLANS. NOTE: SEPTIC SYSTEMS REQUIRE H.C. WASTE WATER REVIEW NOTE: PUBLIC UTILITIES REQUIRE A LETTER FROM THE DISTRICT/ MUNICIPALITY AUTHORIZING SERVICE & CONNECTION. THIS IS REQUIRED FOR PLAN APPROVAL. NOTE: ALL ROADSIDE DITCH OUTFALLS REQUIRE EROSION CONTROL MEASURES. RIPRAP IS NOT ALLOWED AS AN EROSION CONTROL MEASURE IN HARRIS COUNTY ROW. ALL PUMPED DETENTION OUTFALLS TO ROADSIDE DITCHES REQUIRE MANHOLE W/ LEADS. DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDE ALL VIOLATION NUMBERS. DESIGN THICKNESS OF PAVING STABILIZED SUBGRADE DEPTH DESIGN STRENGTH OF CONCRETE STEEL SPACING LONG.TRANS. (IN.)(IN.)(PSI)(IN.)(IN.) OFFSITE SHEET FLOW: (100 YEAR) OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, AND DESIGN ACCOMODATIONS ARE SHOWN ON SHEET _____ OR, AS PRESENTED IN THE APPROVED DRAINAGE STUDY ENTITLED _________________________. TOTAL ACREAGE = _____ TOTAL DISCHARGE = _____ NOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BE IDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNING ENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED. NOTE: A COPY OF TCEQ APPROVAL FOR PRIVATE WATER & WASTE WATER SYSTEMS IS REQUIRED FOR PLAN APPROVAL. BENCHMARK REQUIREMENTS FOR PROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONS When the County Engineer has determined that a new benchmark will be required to be established for the proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of the Harris County Infrastructure Regulations. Is a new Benchmark required for this project? (to be determined by Harris County) [__] yes [__] no If a new Benchmark is required, the proposed benchmark information is shown on sheets ____ NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBMITTED TO THE HARRIS COUNTY FIRE PROTECTION GROUP FOR REVIEW AND PERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVIL REIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FOR THE FIRE PROTECTION SYSTEMS. (#4 MIN.) REINFORCE STEEL SIZE NOTE: ALL APPROVED, FINAL PLATS AND ASSOCIATED CPC101 FORMS MUST BE INCLUDED WITH PLAN SUBMITTAL. G-205 TWIC GATEL-001 TO L-101 ENTRY GATE C-900 TO C-906 PORT OF HOUSTON CITY OF LA PORTE ACCT. # 78545-40986 EXISTING MS4 AND EXISTING TCEQ PERMIT PROPOSED ENTRY GATE FACILITY DOES NOT REQUIRE SEWER. EXIST SAN SWR TO BE REMOVED. JAN 2006ROBERT HILL USING EXISTING OUTFALL PIPES APPENDIX E IS PROVIDED FOR RESPONSE. WATER LINE AND HYDRANTS, TELECOM BORE, STORM WATER CONNECTION LEFT TURN LANE IN BARBOURS CUT BLVD FLOOD PLAIN STATUS8. (2001 ADJ.) FOR PROJECTS LOCATED IN ANY FLOODPLAIN Development constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas for Floodplain Management. No net fill is allowed in the flood plain and no fill is allowed in the floodway. FOUNDATION NOTES: (Applies to only buildings or building additions requiring a class II permit) All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated in accordance with Section 4.05 of Harris County Floodplain regulations. Any electrical circuit serving a light switch or outlet located below the base (100-year) flood elevation shall be dropped from above and be on a separate breaker. All materials used below the (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved in accordance with FEMA Technical Bulletin 1-08 for foundation openings. Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2% flood elevation, or 24 inches above the crown of the adjacent road, which ever results in a higher elevation. Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible. A completed as-built certificate must be submitted after the structure is complete and before it is occupied. The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met. No fill may be used to elevate structures in the 1% or 100yr flood plain. Structures may be constructed on an open foundation, such as piers, or on continuous foundation walls with properly sized and located openings. All foundations are required to be designed by a registered professional engineer. All structures shall be designed to withstand a three second gust basic wind speed of 120mph. Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured or sub-floor is installed and before the framing starts, and a third is required once construction is finished. *(PER CURRENT FIRM PANEL) to the Harris County Engineering Department, 10555 Northwest Freeway, Suite 120, Houston, TX 77092 100-YR 14.56' NAVD88 MLLW 500-YR 17.56' NAVD88 MLLW 1 PROPOSED BUILDING, PAVING, AND ORG. SAN. SWR. (EXIST STORM ALONG E. BARBOURS CUT BLVD.)0 4 AT ENTRY GATE 3 AT TWIC GATE CHAIN LINK FENCE CHAIN LINK FENCE W/ BARBED WIRE CONTRACT LIMIT LINE CORRUGATED METAL PIPE DRAINAGE/DITCH FLOW LINE EASEMENTS FIRE LINE GAS LINE GEOGRID LINE GEOTEXTILE LINE IRRIGATION LINE JOINT, CONTROL/SAWED JOINT, CONSTRUCTION JOINT, EXPANSION MAJOR CONTOUR MINOR CONTOUR PIPE LINE, DUCTILE IRON PIPE LINE, REINF CONC POWER LINE, OVERHEAD PROPERTY LINE RAILROAD TRACKS SANITARY SEWER FORCE MAIN SANITARY SEWER LINE SHEET PILING STAGING OR STOCKPILE LIMITS STORM DRAIN LINE ●●●●●● CONCRETE EMBANKMENT SLOPE AS INDICATED EXISTING ASPHALT PAVEMENT - PLAN VIEW STRUCTURE/SUBGRADE STRUCTURE (DEMOLISHED/REMOVED) TREE LINE WATER LINE (NON-POTABLE) WATER LINE (POTABLE) GAS PIPELINE (UNDERGROUND, UON) STORM DRAINAGE SYSTEM PIPE (EXIST) WATER LINE (PLAN VIEW TYP) EDGE GRAVEL ROAD/DWY WATER LINE (PROFILE VIEW) OVERHEAD PRIMARY LINE, 1 PHASE OVERHEAD PRIMARY LINE, 2 PHASES OVERHEAD PRIMARY LINE, 3 PHASES FILTER FABRIC (SILT) FENCE SANITARY SEWER GRAVITY PIPE (EXIST) FIBER OPTIC - PHA (UNDERGROUND) LEASE LINE OVERHEAD SERVICE DROP CONDUCTORS, FOR POWER OR LIGHTING (# CONDUCTORS INDICATED) TENSION WIRE FIBER OPTIC - PHA (OVERHEAD) FILTER FABRIC (SILT) FENCE BORING INDICATOR ELECTRICAL HANDHOLE ELECTRICAL MANHOLE ELEVATION INDICATOR KEY NOTE PIPING FLANGED CONNECTING PIPE JT PROPERTY CORNER INDICATOR SANITARY CLEANOUT SANITARY SEWER LIFT STATION TRENCH GRATING ELECTRICAL SERVICE DROP ELECTRICAL POLE WITH LUMINARE ELECTRICAL WOOD POLE ELECTRICAL CONCRETE POLE ELECTRICAL SINGLE PHASE TRANSFORMER ELECTRICAL TWO TRANSFORMER BANK ELECTRICAL THREE TRANSFORMER BANK TEMPORARY BENCHMARK TRAFFIC SIGNAL HEAD FIRE HYDRANT GAS VALVE WATER VALVE STORM DRAIN INLET- TYPE C STORM DRAIN INLET- TYPE E STORM DRAIN INLET AT CHUTE WATER METER STORM DRAIN MANHOLE SANITARY SEWER MANHOLE TRAFFIC VEHICLE DIRECTION ELECTRICAL HANDHOLE TRAFFIC JERSEY BARRIER TRAFFIC STEEL BOLLARD STORM DRAIN GRATE INLET (CATCH BASIN) RECLOSER ELECTRICAL POLE WITH LUMINARE AND DOWN GUY ELECTRICAL WOOD POLE WITH DOWN GUY TRAFFIC ROADWAY MARKER TEST HOLE REVISION TRIANGLE 750 TOWN & COUNTRY BLVD. I SUITE 650 HOUSTON, TX 77024 TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314 HATCH ASSOCIATES CONSULTANTS, INC. 21461(*175610 #76*14+6; N H OH STO UFTOPRO UO TS U ASXTE,THRTYIOON A EXPANSION OF GATE FACILITIES AT BARBOURS CUT TERMINAL 10777 Westheimer, BGE, Inc. Houston, TX 77042 TBPE Registration No. F-1046 ● Tel: 281-558-8700●www.bgeinc.com Suite 400 C60-D17-001 A 7/15/19 .')'0&#0& 5;/$1.5 G-007 FUEL 815.41 TBM10014.82 GGGGPC PC 750 TOWN & COUNTRY BLVD. I SUITE 650 HOUSTON, TX 77024 TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314 HATCH ASSOCIATES CONSULTANTS, INC. 21461(*175610 #76*14+6; N H OH STO UFTOPRO UO TS U ASXTE,THRTYIOON A EXPANSION OF GATE FACILITIES AT BARBOURS CUT TERMINAL 10777 Westheimer, BGE, Inc. Houston, TX 77042 TBPE Registration No. F-1046 ● Tel: 281-558-8700●www.bgeinc.com Suite 400 C60-D17-001 8/28/19 B %+8+.5+6'2.#0Ä '064;)#6' G-010-P N %+8+.5+6'2.#0 '064;)#6' IDF BUILDING 2 G-102 1 G-102 1 G-101 INBOUND OCR INBOUND GATE "A" INBOUND GATE "B" EXIT DRIVE "B" DRIVE/PARKING FOR IT BLDG EXIT DRIVE "A" THREE LANE ENTRY DRIVE BARBOURS CUT BLVD.BARBOURS CUT BLVD. EXISTING 100' R.O.W. PHA LOT LINES PHA LOT LINES 1 C-010 MEDIAN RECONSTRUCTION 16.00' ROW16.00' ROW 66.41' 100' ROW FEMA FLOODPLAIN ZONE X UNSHADED BOUNDARY LINE FEMA FLOODPLAIN ZONE X UNSHADED BOUNDARY LINE SEAL BY WILLIAM J. BOHLEN P.E., LIC. 101552 IS FOR THE ADDITION OF THE FEMA FLOODPLAIN ZONE X BOUNDARY LINE, FLOOD NOTE AND HCFCD EASEMENT. 151.6' EXISTING F210-00-00 NWS HCFCD EASEMENT VOL. 1653 PG. 328, H.C.C.F. NO. 457676 GEORGE ALTVATOR BLVD PHA LOT LINE SITE PLAN DATA TABLE - ENTRY GATE NAME OF DEVELOPMENT PORT OF HOUSTON AUTHORITY-EXPANSION OF GATE FACILITIES AT BARBOURS CUT TERMINAL TYPE OF DEVELOPMENT TRANSPORTATION GATE FACILITY LEGAL DESCRIPTION OF THE SITE RES A BLK 1 PORT OF HOUSTON AUTHORITY ADDRESS OF SITE AS ASSIGNED BY THE CITY 521-629 E. BARBOURS CUT BLVD. LA PORTE, TX 7757 SIZE OF LOT/PROPERTY, BUILDING, AND LOT COVERAGE PERCENTAGE 904,698 SF; 31,440 SF; 3.5% ZONING OF THE SITE XV - OTHER EXEMPT (GOVERNMENT) NAME OF OWNER OR AUTHORIZED REPRESENTATIVE PORT OF HOUSTON AUTHORITY, HARVEY ROSS NAME OF DEVELOPER AND ENGINEER DEVELOPER: PORT OF HOUSTON AUTHORITY; ENGINEER: ISAAC WINGFIELD, P.E. HARRIS COUNTY APPRAISAL DISTRUCT PROPERTY NUMBER/S 133-372-001-0001 NORTH AMERICAN INDUSTRY CLASSIFICATION SYSTEM NUMBER FOR USE OF THE PROPOSAL 488320: MARINE CARGO HANDLING SQUARE FOOTAGE OF SITE PROPOSED TO BE DEVELOPED (INCLUDE ALL IMPROVEMENTS)904,698 SF 2'4(14/#0%'56#0&#4&5 .+)*6+0)#0&).#4'. ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECT OR SKY-REFLECTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT BE DIRECTED ONTO ANY ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT PROPERTY. BARE INCANDESCENT LIGHT BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CAST LIGHT ON A PUBLIC STREET SHALL NOT EXCEED ONE FOOTCANDLE (METER READING) AS MEASURED FROM THE CENTERLINE OF SUCH ANY LIGHT OR COMBINATION OF LIGHTS WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER READING) AS MEASURED FROM SUCH PROPERTY. 4#&+#6+10#0&'.'%64+%#.'/+55+105. NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND ENCLOSED AREAS. THERE SHALL BE NO ELECTRICAL DISTURBANCE ADVERSELY AFFECTING THE OPERATION AT ANY POINT OF ANY EQUIPMENT OTHER THAN THAT OF THE CREATOR OF SUCH DISTURBANCE. 5/1-'. THE EMISSION OF SMOKE BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY. &7561416*'42#46+%7.#6'/#66'4. THE EMISSION OF DUST, FLY ASH OR OTHER PARTICULATE MATTER BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY. ODORS. THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY. ':2.15+8'5. NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION, OR MANUFACTURE OF MATERIALS OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPT SUCH AS ARE SPECIFICALLY LICENSED BY THE CITY COUNCIL. 01+5'. ALL NOISE SHALL BE MUFFLED SO AS NOT TO BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT FREQUENCY OR SHRILLNESS AND AS MEASURED AT ANY PROPERTY LINE IN ACCORDANCE WITH THE DECIBEL LEVELS OUTLINED IN SECTION 106-310 OF THE CITY CODE OF ORDINANCES. (.11&56#6'/'06 THIS TRACT IS FLOOD ZONE X AND IS NOT WITHIN THE 100-YEAR FLOOR PLAIN ACCORDING TO FEMA MAP # 48201C0945M, DATED JANUARY 06, 2017. 12HAZMATONLY11HAZMATONLY10INBOUND CANOPY GATE A - EAST3 LANE 11 LANE 10 LANE 09 LANE 08 LANE 07 LANE 06 LANE 05 LANE 04 LANE 03 LANE 02 LANE 01 HAZMATONLY28HAZMATONLY27LANE 28 LANE 27 LANE 26 LANE 25 LANE 24 LANE 23 LANE 22 LANE 21 LANE 20 LANE 19 LANE 18 LANE 17 LANE 16 LANE 15 LANE 14 LANE 13 LANE 12 INBOUND CANOPY GATE B - EAST4 IT / COMM BUILDING - WEST1 IT / COMM BUILDING - NORTH2 INBOUND CANOPY (TYPICAL) - NORTH5 750 TOWN & COUNTRY BLVD. I SUITE 650 HOUSTON, TX 77024 TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314 HATCH ASSOCIATES CONSULTANTS, INC. 21461(*175610 #76*14+6; N H OH STO UFTOPRO UO TS U ASXTE,THRTYIOON A EXPANSION OF GATE FACILITIES AT BARBOURS CUT TERMINAL C60-D17-001 '064;)#6' #4%*+6'%674#. .#;1765 AP-001 A A R C H I T E C T S 6001 SAVOY DRIVE I SUITE 100 HOUSTON, TX 77036 TEL: 713.995.8784 I FAX: 713.995-8765 WEB: www.stoaintl.com DETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIEGRASS MIX, TYP.QV(3) DTQVSOD, TYP.PM(6) PM(1) SPDETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIEGRASS MIX, TYP.DETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIEGRASS MIX, TYP.DETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIEGRASS MIX, TYP.THIS AREA CONTAINS AN EXISTING IRRIGATION SYSTEM.ADJUST SYSTEM AS NECESSARY TO PROVIDE FULL ANDCONSISTENT COVERAGE TO MEDIAN SODDED AREA.THIS AREA COMPLETED ASPART OF PHASE 1 SOUTHTHIS AREA COMPLETEDAS PART OF PHASE 4THIS AREA COMPLETEDAS PART OF PHASE 3LEGENDSODSHORT PRAIRIE GRASS MIXDETENTION BASINFLOOR MIXPROPOSED TREEEX. NATIVE TREE > 6" DIA.TO BE REMOVEDEX. TREE TO BE PROTECTEDL-001NBARBOURS CUT BLVD..#0&5%#2'2.#0BARBOURS CUT BLVD.750 TOWN & COUNTRY BLVD. I SUITE 650HOUSTON, TX 77024TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314HATCH ASSOCIATESCONSULTANTS, INC.21461(*175610#76*14+6;NHOHSTOUF TOPR O UOTSUA SXTE,THRTYIOONAEXPANSION OFGATE FACILITIESAT BARBOURSCUT TERMINALC60-D17-001TREE PLANTING,TYP.1L-101-';2.#0.Ä.Ä.ÄN, TBAE No. 3547A (1) SPTHIS AREA COMPLETEDAS PART OF PHASE 3THIS AREA COMPLETED ASPART OF PHASE 1 NORTHTHIS AREA COMPLETED ASPART OF PHASE 1 SOUTHTHIS AREA COMPLETEDAS PART OF PHASE 1 EASTLEGENDSODSHORT PRAIRIE GRASS MIXDETENTION BASINFLOOR MIXPROPOSED TREEEX. NATIVE TREE > 6" DIA.TO BE REMOVEDEX. TREE TO BE PROTECTED750 TOWN & COUNTRY BLVD. I SUITE 650HOUSTON, TX 77024TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314HATCH ASSOCIATESCONSULTANTS, INC.21461(*175610#76*14+6;NHOHSTOUF TOPR O UOTSUA SXTE,THRTYIOONAEXPANSION OFGATE FACILITIESAT BARBOURSCUT TERMINALC60-D17-001L-002.#0&5%#2'2.#0SOD, TYP.PMTREE PLANTING,TYP.1L-101(5) PMQVQVDETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIE GRASSMIX, TYP.SPSHORT PRAIRIE GRASSMIX, TYP.SHORT PRAIRIE GRASSMIX, TYP.DETENTION BASINFLOOR MIX, TYP.(3) DT(3) PM(11) DT(3) PMSPTHIS AREA CONTAINS AN EXISTINGIRRIGATION SYSTEM. ADJUST ANDREPAIR SYSTEM AS NECESSARY TOPROVIDE FULL AND CONSISTENTCOVERAGE TO MEDIAN SODDED AREA.N-';2.#0.Ä.Ä.ÄNDETENTION BASINFLOOR MIX, TYP., TBAE No. 3547(5) PMA THIS AREA COMPLETEDAS PART OF PHASE 1 EASTLEGENDSODSHORT PRAIRIE GRASS MIXDETENTION BASINFLOOR MIXPROPOSED TREEEX. NATIVE TREE > 6" DIA.TO BE REMOVEDEX. TREE TO BE PROTECTED750 TOWN & COUNTRY BLVD. I SUITE 650HOUSTON, TX 77024TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314HATCH ASSOCIATESCONSULTANTS, INC.21461(*175610#76*14+6;NHOHSTOUF TOPR O UOTSUA SXTE,THRTYIOONAEXPANSION OFGATE FACILITIESAT BARBOURSCUT TERMINALC60-D17-001.#0&5%#2'2.#0L-003TREE PLANTING,TYP.1L-101DETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIE GRASSMIX, TYP.(6) PM(6) PT(3) PM(3) PTDETENTION BASINFLOOR MIX, TYP.SHORT PRAIRIE GRASSMIX, TYP.SHORT PRAIRIE GRASSMIX, TYP.(3) QV(10) DT(3) PMN-';2.#0.Ä.Ä.ÄN, TBAE No. 3547A 750 TOWN & COUNTRY BLVD. I SUITE 650HOUSTON, TX 77024TEL: 713.467.9961 I WEB: www.hatch.com TBPE No. 314HATCH ASSOCIATESCONSULTANTS, INC.PORT OF HOUSTONAUTHORITYNHOHSTOUF TOPR O UOTSUA SXTE,THRTYIOONAEXPANSION OFGATE FACILITIESAT BARBOURSCUT TERMINALC60-D17-001TREE SHALL BEAR SAME RELATION TOFINISH GRADE AS TO NURSERY EXISTINGGRADE. DO NOT COVER ROOT FLARE3" HIGH EARTH SAUCER AROUND TREE PITBACKFILL WITH PLANTING SOIL MIX ASSPECIFIEDPLANTING SOIL MIX; COMPACTED TO 92%UNDISTURBED OR COMPACTED SUBGRADE2" MULCH MAX. HOLD BACK MULCHFROM TRUNK OF TREEUNTIE ALL ROPES AND REMOVE ALLPOLYBURLAP. ROLL JUTE BACK 1/3 FROMTOP OF BALL PRIOR TO BACKFILLINGSCARIFY EDGESOF TREE PITNOTES:1. CLEANLY PRUNE ALL DAMAGED BRANCHES.2. TREE SHALL HAVE STRAIGHT TRUNK AND BE PLUMB AFTER SETTLEMENT. CONTRACTORSHALL ADJUST AS REQUIRED OR AS DIRECTED BY OWNER'S REPRESENTATIVE.3. ALL TREES SHALL BE FLOODED TWICE WITHIN 24 HOURS OF PLANTING.3X ROOT BALL DIA.ROOTBALLDIA.NOTCH CEDAR POST TO SECUREKNOTTED TREE TIE TO POST3/4" WIDE, 900 LB BREAK STRENGTH FLATWOVEN POLYESTER TREE TIE3" DIA. X 8' HT. CEDAR POSTS;(2) PER TREE EQUALLY SPACEDQTY.COMMON NAMESCIENTIFIC NAMECONTAINERTYPESYM.PLANTSIZE (MIN.)SEEDING RATENAMESYMBOLNOTES:1.Require landscape area vs. amount provided:·Minimum required landscape area = 2.08 acres (10% total parcel coverage)·Landscape area provided = 5.29 acres (25.5%)2.Tree totals:·Total trees to be removed (greater than 6" diameter) = 10 trees (one tree in median along Barbours Cut Blvd.)·Shrublike Crepe myrtles to be removed (<6' ht.) = Approx. 32·Total trees to be retained = 0 trees·Total trees to be added = 89 trees (three trees in median along Barbours Cut Blvd.)·Total trees on site = 86 treesTREE PLANTING1SCALE: AS SHOWNPLANT SCHEDULE2SCALE: N/APLANTING NOTES:1.SUBSTITUTIONS OF PLANT SPECIES SHALL NOT BE PERMITTED. IN CASES WHEREINDIVIDUAL SPECIES ARE NOT COMMERCIALLY AVAILABLE, QUANTITIES WILL BE MADE UPWITH ANOTHER SPECIES IN THE PLANT SCHEDULE AFTER WRITTEN APPROVAL BY THEOWNER'S REPRESENTATIVE.2. ALL SPECIES SHALL BE STRAIGHT SPECIES; NO CULTIVARS SHALL BE USED, UNLESSOTHERWISE NOTED AND APPROVED IN ADVANCE BY OWNER'S REPRESENTATIVE.3. ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FORNURSERY STOCK PUBLISHED BY THE AMERICAN HORTICULTURE INDUSTRY ASSOCIATION.IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMENQUALITY.4. TO ENSURE AVAILABILITY AND SECURE QUANTITIES OF SPECIFIED PLANT MATERIALS,CONTRACTOR SHALL MAKE ARRANGEMENTS WITH NURSERY(IES) AND OWNER WITHINTHIRTY (30) DAYS OF AWARD OF CONTRACT (SEE SPECIFICATION SECTION 32 90 00 -LANDSCAPING).5. CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TOCOMPLETE THE PLANTING PLAN AS SHOWN ON DRAWINGS.6. NO PLANT MATERIAL SHALL BE PLANTED BEFORE ACCEPTANCE OF FINAL GRADING ANDSLOPE TREATMENTS BY THE OWNER'S REPRESENTATIVE.7. WATERING OF INSTALLED PLANTS AND SEEDED AREAS, EITHER THROUGH THETEMPORARY IRRIGATION SYSTEM OR BY HAND, SHALL OCCUR WITHIN 24 HOURS OF THEFIRST DAY OF PLANTING OR SEEDING AND CONTINUE AS OUTLINED IN THE CONTRACTDOCUMENTS.8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED, STOLEN, DEAD,DECLINING OR LOST MATERIAL UNTIL THE COMPLETION OF THE MAINTENANCE ANDGUARANTEE PERIODS AS OUTLINED IN THE CONTRACT DOCUMENTS.9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN. NO FIELD-COLLECTED SPECIMENS WILLBE ALLOWED.10. ALL NEW PLANTS SHALL BE B&B, UNLESS OTHERWISE NOTED ON THE PLANT SCHEDULE.11. ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE OWNER'S REPRESENTATIVEAT THE NURSERY PRIOR TO DELIVERY TO THE SITE. TAGGING OF REPRESENTATIVESAMPLES OF SHRUBS AND HERBACEOUS MATERIAL MAY BE ACCEPTABLE WITH PRIORAPPROVAL BY OWNER'S REPRESENTATIVE.12. ALL AREAS TO BE SEEDED AND SODDED SHALL RECEIVE SOIL PREPARATION AS SPECIFIEDPRIOR TO SEEDING /SODDING, UNLESS OTHERWISE NOTED ON PLAN.PLANTINGDETAILSL-101, TBAE No. 3547B Project Description Letter 6/25/19 Isaac Wingfield Port of Houston Authority 750 750 Town & Country Blvd., Suite 650 Houston, 77024 Port of Houston Authority - Expansion of Gate Facilities at Barbours Cut Terminal Dear Mr Chase Stewart The Port of Houston Authority (PHA or the Port) owns and operates the Barbours Cut Terminal (BCT) which is located along Barbours Cut Boulevard. BCT’s truck appointment screening gate is located along the south side of Barbours Cut Boulevard, east of Broadway street in the City of La Porte, Texas. Trucks cleared at this gate proceed to final entry gates located elsewhere the boulevard. As part of PHA’s BCT modernization program, the intention is to reconfigure and reconstruct the existing appointment screening gate as an efficient and modern higher capacity multi-function “Entry Gate”. The current site of 20.7 acres comprises concrete paving with truck lanes and parking, 3 scanning lanes, canopy structure, operations building, driver service building, sound wall, swales, and vegetation. To facilitate the reconfiguration and expansion, the existing structures, driveways, paving, lighting, and swales are to be demolished in numerous phases not to limit current operations of the facility. The existing sound wall will remain. The reconstructed site will be comprised of 6 scanning lanes with weight-in-motion scales, 2 canopy gates, a small electrical and telecommunications building, all new paving, all new lighting, increase stormwater capacity using ponds and swales, vegetation, and signage. On site utilities will be reconfigured and sanitary sewer eliminated. There will be 2 entry points to the facility; the primary is a drive at the west of the site for predominantly eastbound traffic and a secondary drive for westbound traffic crossing the boulevard. These feed in to a serpentine triple lane queue which greatly increases onsite storage of trucks, easing congestion on the boulevard. Two eastbound exit drives are planned. All vegetation is planned to be drought tolerate vegetation will be planted in and along the site. All standards and requirements of the city of La Porte and Harris County are to be met where applicable. Construction is set to commence in August of 2019 and be completed in November 2020. Regards, Isaac Wingfield This is to certify that on _____ day of __________________, 2019 the City Planning and Zoning Commission of the City of La Porte, Texas has approved this site plan and development of Expansion of Gate Facilities at Barbours Cut Terminal (Drawing No: C60-017-001) in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. By: _______________________________________ Chair, Planning and Zoning Commission ATTEST: By: _______________________________________ Secretary, Planning and Zoning Commission