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HomeMy WebLinkAbout604 W FAIRMONT PKWY New City HallMEMORANDUM PROJECT: LA PORTE CITY HALL PROJECT BRW Project No.: 223096.00 COLP Permit No.: BLDC-2024-0037 RE:PERMIT REVIEW RESPONSES DATE:This is a response to the comments from City of La Porte Planning & Development, Permit #BLDC-2024-0037. hown." 6/03/2025 and #SP-2024-0011. and #SP-2024-0011S heet C6.2 – C6.3 – “What HGL is this? Please be specific. Please note, the 100-year WSE will need to be shown.” KCI Response: HGL callouts have been updated to show 5-YR HGL. 100-year WSE has been added to details.SYDNEY FARRIS CLARK, AIA PROJECT ARCHITECT (979) 694-1791Please feel free to reach out with any questions. SYDNEY FARRIS CLARK, AIA PROJECT ARCHITECT (979) 694-1791 SITEW. FAIRMONT PKWYSTATE HWY 146 PA R K D R I V E W. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYF216-00-00S. BROADWAY ST.A104-07-00A104-07-01F212-00-00F210-00-00LITTLE CEDAR BAYOUF216-04-00F216-02-00W H ST.W G ST.W F ST.W E ST.W D ST.W C ST.W B ST.W A ST.W I ST.W C ST.S 8th ST.S 7th ST.S 6th ST.S 5th ST.S 4th ST.S 3rd ST.S 2nd ST.S 1st ST.COMFORTSUITESBANK OFAMERICADAYS INNSUPER 8FAIRWAY INNS 15th ST.F21 6 - 0 1 - 0 0 146 DTEXAS ST.PROJECT LOCATION MAPCIVIL SITE ANDINFRASTRUCTURE PLANSFORLA PORTE CITY HALLLA PORTE, HARRIS COUNTY, TXAPRIL 2025CALL BEFORE YOU DIG!TEXAS ONE CALL PARTICIPANTS REQUEST48 HOURS NOTICE BEFORE YOU DIG DRILL, OR BLAST - STOP, CALL!TEXAS ONE CALL SYSTEM811PHONE: (979) 846-62121555 GREENS PRAIRIE ROADKCI TECHNOLOGIES, INC.COLLEGE STATION, TEXAS 77845REGISTRATION #F-10573 / #101943-65 NW. H ST.S 6TH ST.S 5TH ST.S 4TH ST.S 3RD ST.S 2ND ST.S 1ST ST.S 7TH ST.S 8TH ST.W. FAIRMONT PKWYW. I ST.SITEVICINITY MAP GENERAL NOTES:REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL GENERALNOTESC0.0®6. REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025EXISTINGCONDITIONSC1.0EXISTING CONDITIONSNOTES:1.THE EXISTING CONDITIONS ARE BASED ON A TOPOGRAPHIC SURVEYDRAWING PROVIDED BY GESSNER ENGINEERING AND DATED DECEMBER 2023. 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8STOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24STOEOEOEOEOEOEOEOEOEOE24ST18ST18ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00' S. 4TH STREET WEST I STREETEXISTINGLA PORTE CITY HALL(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)INSTALL 10' GRAVELFILTER BAGS ATEXISTING CURB INLETINSTALL 10' GRAVELFILTER BAGS ATEXISTING CURB INLETINSTALL 10' SILTCONTROL FENCEINSTALL 10' SILTCONTROL FENCEINSTALL 10' SILTCONTROL FENCEINSTALL 10' GRAVELFILTER BAGS ATEXISTING CURB INLETINSTALL 20' SILTCONTROL FENCEAROUND DRAIN INLETINSTALL 20' SILTCONTROL FENCEAROUND DRAIN INLETINSTALL STABILIZED 25' X 50' CONSTRUCTIONENTRANCE PER DETAIL ON SHEET C10.7CONCRETEWASHOUT AREAINSTALL 10' SILTCONTROL FENCEINSTALL 10' SILTCONTROL FENCEINSTALL 307' SILTCONTROL FENCEINSTALL 296' SILTCONTROL FENCEINSTALL 306' SILTCONTROL FENCEINSTALL 403' SILTCONTROL FENCEINSTALL 512' SILTCONTROL FENCESCFSCFSCFSCF SCF SCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCF SCFSCFSCFSCFSCFINSTALL FILTER FABRICAS SEDIMENT CATCH INDROP INLETINSTALL 20' SILTCONTROL FENCEAROUND DRAIN INLETSCF SCF INSTALL 10' SILTCONTROL FENCEINSTALL 10' SILTCONTROL FENCEINSTALL STABILIZED 25' X 50' CONSTRUCTIONENTRANCE PER DETAIL ON SHEET C10.7REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025EROSION CONTROL PLANC3.0EROSION CONTROL PLAN0030'60'1" = 30'EROSION CONTROLPLAN LEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURGRAVEL FILTER BAGSILT CONTROL FENCECONSTRUCTION ENTRANCECONCRETE WASHOUT AREASCF CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONSTHIS EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH CURRENT: CITY OF LA PORTE DRAINAGE POLICY, CITY OF LA PORTE STORM WATERPOLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT, USACE 33 CFR, & SECTION 404 OF THECLEAN WATER ACT & TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT No. TXR150000 AS ADMINISTERED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ).NON-STORM WATER DISCHARGES: -NONE EXPECTED-FOR(COMPANY & ADDRESS)(NAME, TITLE, & DATE)SIGNATURECLEARINGRESPONSIBLE FORCERTIFICATIONS & RESPONSIBLE PARTIES MAINTENANCE/INSPECTION PROCEDURESEROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:>ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY SEVEN (7) CALENDER DAYS OR ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) HOURS OF THEEND OF A STORM EVENT OF 0.5 INCHES OR GREATER>MAINTAIN RECORDS AND REPORTS ACCORDING TO EPA CONSTRUCTION GENERAL PERMIT CHECKLIST.>ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER WITH REPAIR BEING INITIATED WITHIN 24 HOURS OF REPORT.>BUILT UP SEDIMENT SHALL BE REMOVED FROM CHECK STRUCTURES AND SILT FENCE WHEN IT HAS REACHED 12 THE HEIGHT OF THE STRUCTURE.>SILT FENCE AND HAY BALES TO BE INSPECTED FOR PROPER INSTALLATION AND THAT NO PIPING OR UNDERMINING IS OCCURRING.>TEMPORARY SEEDING TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND COVERAGE - RE-SEED AS NECESSARY>PERMANENT HYDROMULCH SEEDING & SODDING TO BE INSPECTED PER GUARANTEE.PERMANENT STABILIZATION(RE-VEGETATION)TEMPORARY CONTROLS &STABILIZATIONOWNER INFORMATION: CITY OF LA PORTERAY MAYO, PUBLIC WORKS DIRECTOR 2963 N 23rd STREET LA PORTE, TX 77571PROJECT NAME: LA PORTE CITY HALL BUILDINGPROJECT LOCATION: 604 W FAIRMONT PKWY, LA PORTE, TX 77571ALL OF BLOCK 176 AND ALL OF BLOCK 175 LA PORTELATITUDE: N 29°39'11.13"LONGITUDE: W 95° 1'27.32"TOTAL SITE AREA: 5.436 ACRESTOTAL AREA OF SITE EXPECTED TO BE DISTURBED: 5.436 ACRESEXISTING SITE CONDITIONSLAND USE: MUNICIPALLAND COVER: GRASSED WITH EXISTING BUILDING, DRIVE AISLES, PARKING, ETC.AVERAGE GROUND SLOPE: 0% - 1.4%RATIONAL 'C' FACTOR: X.XXRECEIVING WATERS: CLEAR CREEK-FRONTAL GALVESTON BAYSOIL INFORMATION:CLAY, VERY STIFF TO HARD, GRAY, RED, AND TAN FOR APPROXIMATELY THE FIRST 25' OFBORINGS. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ON BORINGS ANDBORING LOGSHYDROLOGIC SOIL GROUP: XPOST DEVELOPED SITE CONDITIONSLAND USE: MUNICIPALPRIMARY STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC): 1542SECONDARY STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC): 1623RATIONAL 'C' FACTOR: 0.83NATURE OF ACTIVITIES:STRIPPING OF TOPSOIL; SITE CUT/FILL OPERATIONS, CONSTRUCTION OF BUILDING W/ASSOCIATED PARKING & UTILITIES; REPLACEMENT OF TOPSOIL & REVEGETATION.SEQUENCE OF MAJOR ACTIVITIES:1. INSTALL SILT FENCE AT DOWNSTREAM LIMITS OF CONSTRUCTION & STOCK PILEAREAS2. INSTALL ROCK CONSTRUCTION ENTRANCE3. CLEAR SITE4. EARTHWORK: SITE CUT/FILL, GRADING, UTILITY INSTALLATION, PAVING OPERATIONS5. AFTER ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL(SILT-FENCE); RE-SOD ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE ASDEFINED.SITE DESCRIPTION1. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD INFORMATION SUPPLIED BY THE UTILITY OWNER OR HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS.CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. OWNER AND ENGINEER SHALL NOT BERESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. CONTRACTOR IS TO CONTACT OWNERS OF ALLUTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATINGWITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THEPROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES,ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES,PAVEMENT, ETC. AS A RESULT OF CLEARING/DIRTWORK ACTIVITIES.2. CONTRACTOR TO CONTACT 811 48 HOURS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES, VERIZON, GTE, ECT. SHOULD A CONFLICTARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, CONTACT KCI TECHNOLOGIES 48 HOURS PRIOR TO CONSTRUCTION.3. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED IN THE DESCRIPTION OF CONTROLS, STABILIZATION PRACTICES NOTES.4. ALL SWALE AREAS (BOTTOM WIDTHS & SIDE SLOPES) ARE TO BE PREPARED AND HYDROMULCHED FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO HYDROMULCHINGOPERATIONS, CONTRACTOR TO REPLACE TOPSOIL TO A DEPTH OF 6". TOPSOIL IS TO BE DISKED TO A DEPTH OF AT LEAST 4" AND LIGHTLY COMPACTED. FINAL GRADES WITHESTABLISHED VEGETATION SHALL BE AS CALLED OUT ON THE GRADING PLAN.5. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT AND UNTIL VEGETATION IS ESTABLISHED. ENSURE SEDIMENT IS NOT TRANSPORTEDDOWNSTREAM FROM PROJECT VIA HAY BALES, BRUSH PILE AND SILT FENCE INSTALLATIONS. IF EXCESSIVE EROSION IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLSSHALL BE INSTALLED.6. CONTRACTOR SHALL NOT ALLOW SEDIMENT TO ENTER THE DOWNSTREAM CHANNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF THE DOWNSTREAM CHANNELAREAS AND RESTORING TO ORIGINAL CONDITION, INCLUDING ESTABLISHMENT OF REVEGETATION SHOULD CONSTRUCTION SEDIMENT BE FOUND OUTSIDE THE LIMITS OFCONSTRUCTION.7. CONSTRUCTION EXITS AND ASSOCIATED SEDIMENT TRAPS ARE TO BE CLEANED REGULARLY, CONTRACTOR TO INSURE NO MUD IS TRACKED ON TO EXISTING CITY OR STATEROADWAYS. IF TRACKING OCCURS CONTRACTOR IS TO ENSURE THAT MUD IS NOT ALLOWED TO REMAIN BEYOND THE END OF EACH WORK DAY.8. SEDIMENT IS TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT CONTROL DEVICES WHEN DEPTH OF SEDIMENT REACHES ~1/2 TOTAL HEIGHT OF DEVICE. CONTRACTOR ISTO ENSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY MAINTAINED.9. PRIOR TO FINAL COMPLETION, ALL STORM SEWER INLETS ARE TO BE CLEANED OF DEBRIS AND SEDIMENT.10. ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW STORM WATER POLLUTION PREVENTION REQUIREMENTS.•STRUCTURAL BMPS WILL BE INSPECTED AND MAINTAINED AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION OR RUNOFF EVENT THAT CAUSESSURFACE EROSION, SEDIMENT TRANSPORT OR VEHICULAR TRACKING.•REGULAR SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOW LINES MUST BE CONDUCTED.•EARTH MATERIALS AND LANDSCAPE MATERIALS SUCH AS SOD, ROCK AND MULCH SHALL NOT BE STOCKPILED, PLACED OR STORED ON DRIVEWAYS,STREETS, SIDEWALKS OR IN STORM WATER FLOW LINES.•CONSTRUCTION SUPPLIES(E.G. TRUSSES AND LUMBER), ROLL OFF CONTAINERS, DUMPSTERS, PORTABLE TOILETS, TRAILERS, ETC. SHALL NOT BE STORED ONSTREETS OR SIDEWALKS OR OTHER IMPERVIOUS SURFACES. THESE ITEMS SHALL BE STORED ON THE CONSTRUCTION SITE OR STAGING AREAS.•SANITARY FACILITIES SHALL BE LOCATED ON NATURAL GROUND AND AT LEAST 25 FEET FROM ANY STORM SEWER INLET OR WATER BODY AND SHALL BESERVICED REGULARLY.GENERAL NOTESSILT FENCE TO BE INSTALLED PER DETAIL AT TOE OF DOWNHILL SLOPES AS SHOWNON PLAN.ALL EROSION CONTROL DEVICES ARE TO BE MAINTAINED UNTIL ESTABLISHMENT OFGRASS OCCURS.PERMANENT STORM WATER CONTROLS:STORM WATER WILL DRAIN TO THE SUBDIVISION SPECIFIC DETENTION POND ANDDRAINAGE FACILITY. STORM WATER DETENTION WILL BE PROVIDED OFF-SITE ASDESIGNED BY OTHERS.OTHER CONTROLS:OFFSITE VEHICLE TRACKING:CONTRACTOR IS TO ENSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED ORDISCARDED ONTO ANY PUBLIC OR PRIVATE STREETS OR LANDS AND ISRESPONSIBLE FOR CLEANUP AFTER EACH DAYS WORK. INSTALL ROCKCONSTRUCTION ENTRANCE AS INDICATED WITH CURB PROTECTION. CONTRACTORIS RESPONSIBLE TO RESTORE ANY DAMAGE DONE TO EXISTING STREETS ORINFRASTRUCTURE.WASTE MATERIALS:ALL WASTE MATERIALS ARE TO BECOME PROPERTY OF THE CONTRACTOR AND ARETO BE REMOVED AND DISPOSED OF OFF-SITE. NO ON-SITE BURYING OF WASTEMATERIALS IS ALLOWED. AT THE END OF EACH WORKING DAY, THE CONTRACTORSHALL GATHER AND COLLECT ALL RUBBISH AND DEBRIS AND STORE IN ANACCEPTABLE MANNER WHICH PREVENTS MATERIALS FROM BEING BLOWN OROTHERWISE REDISTRIBUTED ACROSS THE SITE OR ADJACENT LANDS OR WATERCOURSES.HAZARDOUS WASTE:ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL ORSTATE REGULATIONS AND IN ACCORDANCE WITH MFR'S SPECIFICATIONS.TIMING OF CONTROLS/MEASURES>INSTALL SILT FENCING.>INSTALL ROCK CONSTRUCTION ENTRANCE> DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASESFOR MORE THAN 21 DAYS ARE TO BE STABILIZED WITH HYDROMULCHSEEDING OR BROADCAST SEEDING (AS PER PLAN) NO LATER THAN 14 DAYSFROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.> DURING CLEARING/GRADING ACTIVITIES, SEDIMENT COLLECTING AT CHECK STRUCTURES AND SILT FENCE SHALL BE REMOVED AS IT REACHES 1/2 THE HEIGHT OF THE STRUCTURE.> ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY.INSPECTION OF CONTROLS:IN THE EVENT OF FLOODING OR OTHER UNCONTROLLABLE SITUATIONS WHICHPROHIBIT ACCESS TO THE INSPECTION SITES, INSPECTIONS MUST BE CONDUCTEDAS SOON AS ACCESS IS PRACTICABLE.CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBEDAREAS THAT HAVE NOT BEEN FINALLY STABILIZED, AREAS USED FOR STORAGE OFMATERIALS EXPOSED TO PRECIPITATION, AND STRUCTURAL CONTROLS FOREVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM.SEDIMENT & EROSION CONTROL DEVICES MUST BE INSPECTED TO ENSUREPROPER OPERATION. VEHICLE ENTRANCE/EXIT LOCATIONS MUST BE INSPECTEDFOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING.INSPECTIONS MUST BE CONDUCTED AT LEAST ONCE EVERY SEVEN (7) CALENDERDAYS OR ONCE EVERY FOURTEEN (14) CALENDER DAYS AND WITHIN TWENTY FOUR(24) HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER.THE SWP3 MUST BE MODIFIED BASED ON RESULTS OF INSPECTIONS, ASNECESSARY, TO BETTER CONTROL POLLUTANTS IN RUNOFF. REVISIONS TO THESWP3 TO BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THEINSPECTION IN ACCORDANCE WITH THE TPDES GENERAL PERMIT.A REPORT IN ACCORDANCE WITH THE TPDES GENERAL PERMIT MUST BEMAINTAINED BY THE CONTRACTOR AND RETAINED AS PART OF THE SWP3.EROSION AND SEDIMENT CONTROL:1. SILT FENCE2. ROCK CONSTRUCTION ENTRANCE3. SEDIMENT TRAP4. GRAVEL FILTER BAGSINSTALL EROSION & SEDIMENT CONTROL DEVICES PER DETAILS HEREON.SEDIMENT MUST BE REMOVED FROM SEDIMENT CONTROL DEVICES PRIOR TO SEDIMENTREACHING 1/2 THE HEIGHT OF THE DEVICE OR STRUCTURE.IF SEDIMENT ESCAPES FROM THE SITE AREA, ACCUMULATIONS MUST BE REMOVED AT AFREQUENCY TO MINIMIZE FURTHER NEGATIVE EFFECTS, AND WHENEVER FEASIBLE,PRIOR TO THE NEXT RAIN EVENT.STABILIZATION PRACTICES:TEMPORARY STABILIZATION: ALL STOCK PILED AND OTHER DISTURBED AREAS WHERECONSTRUCTION ACTIVITIES TEMPORARILY CEASE FOR AT LEAST 21 DAYS WILL BESEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THATAREA.PERMANENT STABILIZATION:ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALLBE HYDROMULCH SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATERTHAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN ACCORDANCE WITH TXDOT162/164. PRIOR TO FINAL REVEGETATION, CONTRACTOR IS TO REPLACE TOPSOIL TO ADEPTH OF 6". TOPSOIL IS TO BE DISKED TO A DEPTH OF AT LEAST 4" AND LIGHTLYCOMPACTED.HYDROMULCH:TO BE "EXCEL FIBERMULCH II W/ TACKIFIER - APPLICATION RATE OF 2500 LBS/ACRE.GRASS SEED AND FERTILIZER TO BE INCORPORATED INTO SLURRY.GRASS SEED MIX: SUMMER-HULLED COMMON BERMUDA GRASS, MIN. 85% PURE LIVESEED @ 90 lbs. PER ACRE.WINTER-UNHULLED COMMON BERMUDA GRASS, MIN. 85% PURE LIVE SEED @ 90 lbs. PERACRE + ANNUAL RYE GRASS, MIN. 85% PURE LIVE SEED @ 175 lbs. PER ACRE.FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS @ 350 lbs PER ACRE.MAINTENANCE:SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL, WATERING, REPLANTING,MOVING, MAINTAINING OF EXISTING GRADES, AND REPAIR OF ANY EROSION DAMAGESFOR ALL AREAS WHERE SEEDING AND MULCHING WORK IS COMPLETED. MAINTENANCE TOBE CONDUCTED DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK ISCOMPLETED, INSPECTED AND APPROVED BY THE ENGINEER AND OWNER.GUARANTEE:CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OFGRASS FOR A PERIOD OF 90 DAYS AFTER FINAL REVEGETATION APPLICATION FORPERMANENT EROSION CONTROL. CONTRACTOR IS TO GUARANTEE ALL PLANTEDMATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH ANDCOVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGEOF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUAREFEET.-PROVIDE A SECOND APPLICATION OF SPECIFIED HYDROMULCH SEEDING TO BARE AREASNOT MEETING SPECIFIED COVERAGE - TO BE PERFORMED WITHIN 60 DAYS OF INITIALAPPLICATION AND IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT.RECORD KEEPING:CONTRACTOR IS RESPONSIBLE FOR RECORDING & MAINTAINING THE FOLLOWING:1. DATES WHEN MAJOR GRADING ACTIVITIES OCCUR2. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ONA PORTION OF THE SITE.3. DATES WHEN STABILIZATION MEASURES ARE INITIATED.RECORDS MUST BE KEPT WITH THE SWP3 AND MADE READILY AVAILABLE UPON REQUESTTO THE PARTIES IN PART III.D.1 OF THE TPDES GENERAL PERMIT TXR150000.STRUCTURAL CONTROL PRACTICES:TEMPORARY EROSION CONTROLS TO INCLUDE INSTALLATION OF SILT FENCE, GRAVELFILTER BAGS AND CONSTRUCTION ENTRANCE(S). CONTRACTOR SHALL PREVENTTRANSPORT OF SEDIMENT TO DOWNSTREAM AREAS AND IS RESPONSIBLE FOR CLEANUPAND RESTORATION IF SUCH SHOULD OCCUR.DESCRIPTION OF CONTROLSSTREET SWEEPING TO BECONDUCTED DAILY FOR EASTPORTION DURING CONSTRUCTIONSTREET SWEEPING TO BECONDUCTED DAILY FOR WESTPORTION DURING CONSTRUCTION REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/20250.570.75VELOCITY CONTROL DEVICESSTORM INLET SEDIMENT TRAPTIMBER MATTING AT CONSTRUCTION EXITDIVERSION DIKE AND SWALE COMBINATIONSDIVERSION, INTERCEPTOR, OR PERIMETER SWALESDIVERSION, INTERCEPTOR, OR PERIMETER DIKESPERMANENT PLANTING, SODDING, OR SEEDINGNARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES:The order of activities will be as follows:OTHER:ROCK BERMSOTHER:STORM WATER MANAGEMENT:PIPE SLOPE DRAINSNAME OF RECEIVING WATERS:COVER AND % OF EXISTING VEGETATIVE COVER:EXISTING CONDITION OF SOIL & VEGETATIVETOTAL AREA TO BE DISTURBED:PROJECT DESCRIPTION:MAJOR SOIL DISTURBING ACTIVITIES:PROJECT LIMITS:Construction of new City Hall improvements including: new building, drive isles, parking lots, driveway connections, detention ponds, EROSION AND SEDIMENT CONTROLSREMARKS:EXCESS DIRT ON ROAD REMOVED DAILYOFFSITE VEHICLE TRACKING:gauge to be located at the Project Site). An inspection and Maintenance Report will be made per each Inspection. Based on the inspection results, the controls shall beHAZARDOUS WASTE (INCLUDING SPILL REPORTING):Contractor in a manner to minimize the runoff of pollutants. All waterways shall be cleared as soon as practicable of temporary embankment, temporary bridges, matting, waters. Disposal areas shall not be located in any wetland, waterbody or streambed. Construction staging areas and vehicle maintenance areas shall be constructed by theAll sanitary waste will be collected from portable units as necessary, or as required by local regulations by a Licensed Sanitary WasteAt a minimum, any products in the following categories are considered to be hazardous: regulations and the trash will be hauled to a local dump. No construction waste material will be buried on site.located at the Project Site). An inspection and Maintenance Report will be made per eachAn inspection will be performed by a designated inspector every week as well as after every half inch or more of rain (as recorded on a non-freezing rain (POST-CONSTRUCTION):WEIGHTED RUNOFF COEFFICIENT (PRE-CONSTRUCTION):WEIGHTED RUNOFF COEFFICIENTAny water discharged on the site for approved non-storm water discharges, shall be per permit conditions.Storm water drainage will be conveyed by existing drainage structures, storm sewer, and streets.STONE OUTLET STRUCTURESROCK BEDDING AT CONSTRUCTION EXITPRESERVATION OF NATURAL RESOURCESSOIL STABILIZATION PRACTICES:Disturbed areas on which construction activity has ceased (temporarily or permanently) shall be stabilized within 14 days unless activities are scheduled to resume and do within 21 days.HAY BALESMULCHINGSILT FENCESSTORM SEWERSCURBS AND GUTTERSSEDIMENT BASINSSEDIMENT TRAPSCHANNEL LINERSPAVED FLUMESBUFFER ZONESSOIL RETENTION BLANKETSTRUCTURAL PRACTICES:TEMPORARY SEEDINGTOTAL PROJECT AREA:SITE DESCRIPTIONembankment for the street, excavation for water, storm sewer, and structures. Erosion and sediment controls.Soil disturbing activities will include preparing right-of-way clearing, and grubbing, grading, excavation andPERMITS:STABILIZED CONSTRUCTION ENTRANCE falsework, piling, debris or other obstructions placed during construction operations that are not a part of the finished work.HAUL ROADS DAMPENED FOR DUST CONTROLAll waste materials will be collected and stored in a secured metal dumpster. The dumpster will meet all state and local city solid wasteManagement Contractor.later than 7 calendar days after the surrounding exposed ground has dried sufficiently to prevent further damage from heavy equipment. The areas adjacent to creeks andOTHER EROSION AND SEDIMENT CONTROLS:INSPECTION:MAINTENANCE:SANITARY WASTE:WASTE MATERIALS:LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULINDisposal areas, stockpiles, and haul roads shall be constructed in a manner that will minimize and control the amount of sediment that may enter receivingevent of a hazardous material spill, the spill coordinator shall be contacted immediately.paints, acids for cleaning masonry surfaces, cleaning solvents, asphalt products, chemical additives for soil stabilization or concrete curing compounds and additives. In themanagement regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied as necessary or as required by localrevised per the inspection report.drainage ways shall have priority followed by devices protecting storm sewer inlets.All erosion and sediment controls will be maintained in good working order. If a repair is necessary, it will be done at the earliest date possible, but no The storm water will flow into the Little Cedar Bayou then ultimately end in the Upper Galveston Bay.NON-STORM WATER DISCHARGE:OWNERS CERTIFICATIONI certify under penalty of law that this document and all attachments were prepared under my direction or supervision inaccordance with a system designed to assure that qualified personnel properly gathered and evaluated the informationsubmitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsiblefor gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, andcomplete. I am aware that there are significant penalties for submitting false information, including the possibility of fineand imprisonment for knowing violations.___________________ ____________________SIGNATUREDATECONTRACTOR'S CERTIFICATIONI certify under penalty of law that I understand the terms and conditions of the general Texas Pollutant DischargeElimination System (TPDES) permit that authorizes the storm water discharges associated with industrial activity from theconstruction site identified as part of this certification plan.5.436 acre unit located NORTHEAST of the intersection of W Fairmont PKWY and S 6th ST, La Porte, Texas.LATITUDE 29°39'10.90"N LONGITUDE 95°1'28.44"W2. Clear and grub.9. When all construction activity is complete and the site is stabilized and approved by theby their removal.4. Construct storm drain.5. Install berm controls/BMP's.project engineer, remove all temporary structural controls and stabilize areas disturbed1. Install temporary control, establish limits of construction, install silt fence, prevention plan.3. Excavate and Embank for Drains/Pond/Utilities.6. Construct sewer and water lines.7. Construct building finished floor.8. Follow up with developer on BMP removal sequence.construction entrance/exit, and concrete wash out area.10. The contractor is responsible for implementing and maintaining the storm water pollution5.436 AC5.436 AC out of 5.436 AC (100%)The existing topsoil is Lake Charles-Urban Land Complex. Existing Vegetation is 70%covered with underbrush.EROSION CONTROLNARRATIVEC3.1demolishing of the existing City hall, drive isles, and parking lots. 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8ST18STOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W30SA30SA30SA30SAOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOE24ST18ST18ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00' S. 4TH STREET WEST I STREETEXISTINGLA PORTE CITY HALL(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)EXIST PAVILIONTO BE DEMOLISHEDEXIST CURBTO BE DEMOLISHEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREESTO BE REMOVEDEXIST TREESTO BE REMOVEDEXIST TREESTO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST "CITY HALL" SIGNTO BE REMOVEDEXIST CULVERTTO BE REMOVEDCIVIL DEMOLITION PLAN -PHASE 1REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025C4.0CIVIL DEMOLITION PLAN - PHASE 10030'60'1" = 30'DEMOLITION LEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURDEMOLISH / REMOVEEXISTINGEXISTINGGENERAL PHASING OVERVIEWPHASE 1:DEMOLISH EXIST PAVILIONREMOVE TREES INDICATEDEXISTING BUILDING TO REMAIN OPERATIONAL DURING PHASE 1 DEMOLITIONPHASE 2 :DEMOLISH EXISTING PARKINGREMOVE TREES INDICATEDDEMOLISH EXISTING BUILDINGGENERAL DEMOLITION NOTES:1.IF NOT SHOWN ON THE DEMOLITION DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL EXISTING MATERIALS ASNECESSARY TO COMPLETE ALL NEW WORK AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.2.SALVAGE RIGHTS FOR ALL DEMOLISHED MATERIALS SHALL BE FIRST GIVEN TO THE OWNER. ANY MATERIALS NOTRETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT THECONTRACTOR'S EXPENSE.3.THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS IN THEREMOVAL/DEMOLITION OF HAZARDOUS MATERIALS.4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING UTILITIES PRIOR TO DEMOLITION AND EXCAVATION.5.CONTRACTOR IS RESPONSIBLE FOR ALL REGISTRATIONS, PERMITS AND FEES REQUIRED TO REMOVE ANDPROPERLY DISPOSE OF ALL DEMOLITION MATERIALS.6.PRIOR TO DEMOLITION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS AND NOTIFICATIONS TOALL LOCAL STATE AND FEDERAL AUTHORITIES.7.THE CONTRACTOR IS REQUIRED TO VISIT SITE PRIOR TO BID AND NOTIFY ENGINEER OF ANY INCONSISTENCIES.8.CONTRACTOR RESPONSIBLE TO COORDINATE AND ASSUME ANY FEES ASSOCIATED WITH THE REMOVAL OFUTILITIES. ALL ABANDONED UTILITIES TO BE REMOVED AND CAPPED.9.REFERRED TO SURVEY FOR LIMITS AND BOUNDARY OF PROPERTY.10.IF REQUIRED, CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM THE CITY PRIOR TO BEGINNINGCONSTRUCTION.11.IF REQUIRED CONTRACTOR TO PROVIDE 48 HOURS NOTICE PRIOR TO BEGINNING DEMOLITION ANDEXCAVATION.12.CONTRACTOR TO COORDINATE WITH SERVING UTILITY COMPANY BEFORE REMOVAL OF EXISTING UTILITYSERVICE TO THE BUILDING. SEE UTILITY CONTACTS ON THE UTILITY PAGE.13.A PRE-CONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR IS REQUIRED PRIOR TO ANY SITEDISTURBANCE14.CLEARING PERMIT IS REQUIREDDAMAGES:PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES, UTILITIES, OR OTHER SITE ELEMENTS CAUSED BYDEMOLITION OPERATIONS.GENERAL DEMOLITION SPECIFICATION:1.OWNER ASSUMES NO RESPONSIBILITY FOR THE ACTUAL CONDITION OF BUILDINGS TO BE DEMOLISHED.2.CONDITIONS EXISTING AT THE TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY THEOWNER AS FAR AS PRACTICAL.3.STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED.4.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURINGDEMOLITION OPERATIONS.5.DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS,FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONSACCORDING TO THE APPLICABLE CODES/REGULATIONS.6.EMPLOY A CERTIFIED LICENSED EXTERMINATOR TO TREAT BUILDINGS AND TO CONTROL RODENTS AND VERMINBEFORE AND DURING DEMOLITION OPERATIONS.7.CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.8.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUTPERMISSION FROM THE OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATIVE ROUTESAROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.9.USE OF EXPLOSIVES WILL NOT BE PERMITTED.10.USE WATER MIST, TEMPORARY EXPOSURES, AND OTHER SUITABLE GOVERNMENTAL ENVIRONMENTALPROTECTION REGULATIONS.11.REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY SHOOT, HOIST, OR OTHER DEVICE THAT WILLCONVEY DEBRIS GRADE LEVEL.12.PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATEON SITE.13.DO NOT BURN DEMOLISHED MATERIALS.WARNING!!!!!EXISTING HIGH PRESSURE GAS MAIN!!!!!CONTRACTOR TO COORDINATE WITH CENTER POINTENERGY BEFORE ANY CONSTRUCTION COMMENCESWITHIN THIS AREA.CAUTION!!!CAUTION!!! 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8STOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W30SA30SA30SA30SAOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOE24ST18ST18ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00' S. 4TH STREET WEST I STREETEXISTINGLA PORTE CITY HALL(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)EXIST DUMPSTER ENCLOSURETO BE REMOVEDEXIST GENERATOR SEEELECTRICAL SITE PLANFOR DETAILSEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST TREETO BE REMOVEDEXIST WATER METERTO BE REMOVEDEXIST WATER METERTO BE REMOVEDEXIST WATER VAULT ANDFDC TO BE REMOVEDEXIST LIGHT POLEAND POLE BASETO BE REMOVEDEXIST 18" RCP STORMPIPE TO BE REMOVED±32' EXIST 24" RCP STORMPIPE TO BE REMOVEDREMOVE EXISTING DRIVEWAYEXIST DRIVEWAY & EXISTING CULVERTREMOVAL SIMILAR TO OTHERSEXIST CULVERTTO BE REMOVEDEXIST TREETO BE REMOVEDEXIST LIGHT POLEAND POLE BASETO BE REMOVEDREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL DEMOLITION PLAN -PHASE 2C4.1CIVIL DEMOLITION PLAN - PHASE 20030'60'1" = 30'DEMOLITION LEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURDEMOLISH / REMOVEEXISTINGEXISTINGGENERAL PHASING OVERVIEWPHASE 1:DEMOLISH EXIST PAVILIONREMOVE TREES INDICATEDEXISTING BUILDING TO REMAIN OPERATIONAL DURING PHASE 1 DEMOLITIONPHASE 2 :DEMOLISH EXISTING PARKINGREMOVE TREES INDICATEDDEMOLISH EXISTING BUILDINGGENERAL DEMOLITION NOTES:1.IF NOT SHOWN ON THE DEMOLITION DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL EXISTING MATERIALS ASNECESSARY TO COMPLETE ALL NEW WORK AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.2.SALVAGE RIGHTS FOR ALL DEMOLISHED MATERIALS SHALL BE FIRST GIVEN TO THE OWNER. ANY MATERIALS NOTRETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT THECONTRACTOR'S EXPENSE.3.THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS IN THEREMOVAL/DEMOLITION OF HAZARDOUS MATERIALS.4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING UTILITIES PRIOR TO DEMOLITION AND EXCAVATION.5.CONTRACTOR IS RESPONSIBLE FOR ALL REGISTRATIONS, PERMITS AND FEES REQUIRED TO REMOVE ANDPROPERLY DISPOSE OF ALL DEMOLITION MATERIALS.6.PRIOR TO DEMOLITION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS AND NOTIFICATIONS TOALL LOCAL STATE AND FEDERAL AUTHORITIES.7.THE CONTRACTOR IS REQUIRED TO VISIT SITE PRIOR TO BID AND NOTIFY ENGINEER OF ANY INCONSISTENCIES.8.CONTRACTOR RESPONSIBLE TO COORDINATE AND ASSUME ANY FEES ASSOCIATED WITH THE REMOVAL OFUTILITIES. ALL ABANDONED UTILITIES TO BE REMOVED AND CAPPED.9.REFERRED TO SURVEY FOR LIMITS AND BOUNDARY OF PROPERTY.10.IF REQUIRED, CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM THE CITY PRIOR TO BEGINNINGCONSTRUCTION.11.IF REQUIRED CONTRACTOR TO PROVIDE 48 HOURS NOTICE PRIOR TO BEGINNING DEMOLITION ANDEXCAVATION.12.CONTRACTOR TO COORDINATE WITH SERVING UTILITY COMPANY BEFORE REMOVAL OF EXISTING UTILITYSERVICE TO THE BUILDING. SEE UTILITY CONTACTS ON THE UTILITY PAGE.13.A PRE-CONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR IS REQUIRED PRIOR TO ANY SITEDISTURBANCE14.CLEARING PERMIT IS REQUIREDDAMAGES:PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES, UTILITIES, OR OTHER SITE ELEMENTS CAUSED BYDEMOLITION OPERATIONS.GENERAL DEMOLITION SPECIFICATION:1.OWNER ASSUMES NO RESPONSIBILITY FOR THE ACTUAL CONDITION OF BUILDINGS TO BE DEMOLISHED.2.CONDITIONS EXISTING AT THE TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY THEOWNER AS FAR AS PRACTICAL.3.STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED.4.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURINGDEMOLITION OPERATIONS.5.DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS,FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONSACCORDING TO THE APPLICABLE CODES/REGULATIONS.6.EMPLOY A CERTIFIED LICENSED EXTERMINATOR TO TREAT BUILDINGS AND TO CONTROL RODENTS AND VERMINBEFORE AND DURING DEMOLITION OPERATIONS.7.CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.8.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUTPERMISSION FROM THE OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATIVE ROUTESAROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.9.USE OF EXPLOSIVES WILL NOT BE PERMITTED.10.USE WATER MIST, TEMPORARY EXPOSURES, AND OTHER SUITABLE GOVERNMENTAL ENVIRONMENTALPROTECTION REGULATIONS.11.REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY SHOOT, HOIST, OR OTHER DEVICE THAT WILLCONVEY DEBRIS GRADE LEVEL.12.PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATEON SITE.13.DO NOT BURN DEMOLISHED MATERIALS. 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8STOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W30SA30SA30SA30SAOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOE24ST18ST18ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'PROPOSEDDETENTIONPOND 1S. 4TH STREET WEST I STREETEXISTINGLA PORTE CITY HALL(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.) REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL PHASINGPLAN 1C4.2CIVIL PHASING PLAN 10030'60'1" = 30'NOTE:PHASING ACTIVITIES SHOWN BELOW AREINTENDED AS A GENERAL GUIDELINE FORSEQUENCING OF CONSTRUCTION ACTIVITIESAND IS NOT MEANT TO BE ALL INCLUSIVE OFEACH INDIVIDUALPHASE 1:DEMOLISH EXIST PAVILIONREMOVE TREES INDICATEDCONSTRUCT PARKINGCONSTRUCT DETENTION PONDS 1PHASE 2:CONSTRUCT BUILDINGDEMOLISH EXISTING PARKINGREMOVE TREES INDICATEDDEMOLISH EXISTING BUILDINGPHASE 3:CONSTRUCT PARKINGCONSTRUCT REMAINING STORM SEWERCONSTRUCT DETENTION PONDS 2PHASING PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROPOSED TO BECONSTRUCTEDPROPOSED CONSTRUCTEDEXISTING 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8STOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W30SA30SA30SA30SAOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'PROPOSEDDETENTIONPOND 1S. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYW. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.) REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL PHASINGPLAN 2C4.3CIVIL PHASING PLAN 20030'60'1" = 30'NOTE:PHASING ACTIVITIES SHOWN BELOW AREINTENDED AS A GENERAL GUIDELINE FORSEQUENCING OF CONSTRUCTION ACTIVITIESAND IS NOT MEANT TO BE ALL INCLUSIVE OFEACH INDIVIDUALPHASE 1:DEMOLISH EXIST PAVILIONREMOVE TREES INDICATEDCONSTRUCT PARKINGCONSTRUCT DETENTION PONDS 1PHASE 2:CONSTRUCT BUILDINGDEMOLISH EXISTING PARKINGREMOVE TREES INDICATEDDEMOLISH EXISTING BUILDINGPHASE 3:CONSTRUCT PARKINGCONSTRUCT REMAINING STORM SEWERCONSTRUCT DETENTION PONDS 2PHASING PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROPOSED TO BECONSTRUCTEDPROPOSED CONSTRUCTEDEXISTING 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8STOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W30SA30SA30SA30SAOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'PROPOSEDDETENTIONPOND 1S. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 1W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.) REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL PHASINGPLAN 3C4.4CIVIL PHASING PLAN 30030'60'1" = 30'NOTE:PHASING ACTIVITIES SHOWN BELOW AREINTENDED AS A GENERAL GUIDELINE FORSEQUENCING OF CONSTRUCTION ACTIVITIESAND IS NOT MEANT TO BE ALL INCLUSIVE OFEACH INDIVIDUALPHASE 1:DEMOLISH EXIST PAVILIONREMOVE TREES INDICATEDCONSTRUCT PARKINGCONSTRUCT DETENTION PONDS 1PHASE 2:CONSTRUCT BUILDINGDEMOLISH EXISTING PARKINGREMOVE TREES INDICATEDDEMOLISH EXISTING BUILDINGPHASE 3:CONSTRUCT PARKINGCONSTRUCT REMAINING STORM SEWERCONSTRUCT DETENTION PONDS 2PHASING PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROPOSED TO BECONSTRUCTEDPROPOSED CONSTRUCTEDEXISTING OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE6W6W6W6W6W6W6W6W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOE12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12WN90° 00' 00"E 592.00'N0° 00' 00"E 400.00'SEE LANDSCAPING PLANSFOR EXACT TREE LAYOUTWEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)10.00'10.00'20.00'100.00'25.00'90.00'90.00'85.00'10.00'10.00'10.00'20.00'20.00'10.00'20.00'10.00'100.00'10.30'20.00'20.00'10.00'60.00'20.00'10.00'20.00'10.00'60.00'20.00'10.00'20.50'17.00'4.00'4.00'2.00'7.50'R8.00'R 8 . 0 0 ' REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN NWC5.0CIVIL SITE PLAN NW0010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)DETENTION POND BERMFIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.1REFER TO SHEET C5.2 8SA 8SA 8SA 8SA 8SA OEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STST18ST18ST18ST30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W30SA24STGGGGGGGGGGGGGGGG12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6W6W6W6W6W6W6WGMGMGM S0° 00' 00"E 400.00'ROOF OVERHANGEXISTING SANITARY SEWERMANHOLE TO REMAINPROPOSED SANITARY SEWERSERVICE CONNECTION POINTSEE C6.0 FOR ELEVATION INFORMATIONWEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)S. 4TH STREET (CALLED 60' R.O.W.)PROPOSEDMECHANICALEQUIPMENTENCLOSUREPROPOSEDCOVEREDDRIVE-THRU& DROP BOXPROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYBLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &023254076000125.00'25.00'25.00'24.96'25.00'10.00'20.00'100.00'20.00'10.00'20.00'10.00'20.00'95.00'5.00'20.00'10.00'20.00'10.00'10.00'90.00'10.00'20.00'10.00'20.00'60.00'20.00'10.00'20.00'10.00'90.00'10.00'20.00'17.00'17.00'17.00'20.00'4.00'17.00'17.00'17.00'16. 2 8 '33.77 ' 4 .5 0 '10.00'29 .5 0 '9.71 '15.17'6'5'6'10'5'9'11.41'6'4.00'2.00'4.00'11.41'229.05'10.00'21.82'16.12'5.49'R8.00'R8 . 0 0 'R8.00'R20.50'R8.50'R8.00 ' R15.50' R5.00'R15.50'R1 5 . 0 0 'R4.00'R3 . 5 5 'R68.00'10.00'BLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &0232540760001REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN NEC5.1CIVIL SITE PLAN NE0010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)DETENTION POND BERMFIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.0 REFER TO SHEET C5.3P6"PVCP6"PVCP6"PVCP6"PVCP6"PVCREFERENCE MEP PLANSFOR EXACT LOCATION OFBUILDING CONNECTIONSEXISTING GAS METERSTO BE RELOCATED 8SA 8SA 8SA 8SA 8SA OEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STST18ST18ST18ST30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W30SA24STGGGGGGGGGGGGGGGG12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6W6W6W6W6W6W6WGMGMGM S0° 00' 00"E 400.00'ROOF OVERHANGEXISTING SANITARY SEWERMANHOLE TO REMAINPROPOSED SANITARY SEWERSERVICE CONNECTION POINTSEE C6.0 FOR ELEVATION INFORMATIONWEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)S. 4TH STREET (CALLED 60' R.O.W.)PROPOSEDMECHANICALEQUIPMENTENCLOSUREPROPOSEDCOVEREDDRIVE-THRU& DROP BOXPROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYBLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &023254076000125.00'25.00'25.00'25.00'25.00'10.00'20.00'100.00'20.00'10.00'20.00'10.00'20.00'10.00'95.00'5.00'20.00'10.00'20.00'10.00'10.00'90.00'10.00'20.00'10.00'20.00'60.00'20.00'10.00'20.00'10.00'90.00'10.00'20.00'17.00'17.00'17.00'20.00'4.00'16.49'16.49'17.00'16. 2 8 '33.77 ' 4 .5 0 '10.00'29 .5 0 '9.71 '15.17'6'5'6'10'5'6'R8.00'R8 . 0 0 'R8.00'R20.50'R8.50'R8.00 '4.00'2.00'4.00'R15.50'12.00'R5.00'229.05'10.00'R68.00'R4.00'R3 . 5 5 'R15.50'R1 5 . 0 0 '21.82'16.12'5.49'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN NEC5.1ACIVIL SITE PLAN NE ALT.10010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)FIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.0 REFER TO SHEET C5.3P6"PVCP6"PVCP6"PVCP6"PVCP6"PVCREFERENCE MEP PLANSFOR EXACT LOCATION OFBUILDING CONNECTIONSEXISTING GAS METERSTO BE RELOCATED OEOEOEOEOEOE8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STN90° 00' 00"W 592.00'W. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 250.00'10.00'20.00'80.00'10.00'20.00'20.00'10.00'40.00'20.00'10.00'20.00'10.00'20.00'10.00'5.00'10.00'10.00'52.00'10.00'20.00'10.00'2.00'32.50'9.00'9.00'8'9'25.00'20.00'4.00'7.00'9.00'R 1 5 . 0 0 'R8.00'R 8 . 0 0 'R3.00'R3 .00 'R15.00'R 8 . 0 0 '3.00'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN SWC5.2CIVIL SITE PLAN SW0010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)DETENTION POND BERMFIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.3 REFER TO SHEET C5.0 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE8ST8ST8STST30STOEOEOEOEOEOEOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6W6W6W6W12W12W12WS. 4TH STREETW. FAIRMONT PKWY(CALLED 60' R.O.W.)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 10232530750002 &023254076000120.00'10.00'30.00'20.00'10.00'87.00'10.00'5.00'11.00'20.00'90.00'10.00'20.00'90.00'20.00'10.00'10.00'20.00'20.00'10.00'90.00'4.16'17.00'17.00'16.50'19.04'17.68'63.19'7.00'3.17'13.17'6.50'17.39'8'6'6'6'6'25.00'16.17'4.58'8.00'4.58'R15.00'R20.50'R68.00'R8. 0 0 ' R3.00'R3.00'R2 . 5 0 'R2.50'R 3 . 0 0 'R3.00'R15.00'R1 5 . 0 0 ' R10.00'R8.00'R8.00'R3.00'28.70'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN SEC5.3CIVIL SITE PLAN SE0010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)DETENTION POND BERMFIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.2 REFER TO SHEET C5.1 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE8ST8ST8STST30STOEOEOEOEOEOEOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6W6W6W6W12W12W12WPROPOSED WATER FEATURE-3:1 -3:1 -3:1- 3 :1 -3:1 -3:1 -3:1 -3:1 S. 4TH STREETW. FAIRMONT PKWY(CALLED 60' R.O.W.)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 10232530750002 &023254076000120.00'10.00'30.00'20.00'10.00'87.00'10.00'5.00'11.00'20.00'90.00'10.00'20.00'90.00'20.00'10.00'10.00'20.00'20.00'10.00'90.00'4.00'17.00'17.00'17.00'19.05'17.68'63.19'7.00'3.17'13.17'6.50'17.39'8'6'6'6'6'R15.00'R20.50'R68.00'R8. 0 0 ' R3.00'R3.00'R2 . 5 0 'R2.50'R 3 . 0 0 'R3.00'R15.00'R1 5 . 0 0 ' R10.00'25.00'R8.00'R8.00'16.17'R3.00'4.58'8.00'4.58'28.70'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025CIVIL SITE PLAN SEC5.3ACIVIL SITE PLAN SE ALT. 20010'20'1" = 10'SITE PLAN LEGEND -NW, NE, SW, SEPROPERTY LINENEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)EXIST CONTOURPROP CONTOURPROP SEWERPROP WATERPROP STORM DRAINPROP FIRE DEPARTMENTCONNECTIONPROP UNDERGROUNDELECTRICPROP FLAG POLEEXIST ELECTRICAL POLEEXIST FIRE HYDRANTGMEXIST GAS METERPROPOSED STORMSTRUCTURECONCRETE (8 INCH)DETENTION POND BERMFIRE LANE NO PARKINGNO PARKINGFIRE LANETOW AWAY ZONERIVER ROCKKEY NOTESSITE1DEMOLISH AND REMOVE EXISTING DRIVEWAY2INSTALL REINFORCED CONCRETE DRIVEWAY. INSTALL THICKENED EDGE JOINT AT CONCRETE/ASPHALT INTERFACE3INSTALL ADA COMPLIANT DIRECTIONAL AMBULATORY RAMP WITH SHARED DEPRESSED LANDING. INCLUDE ADACOMPLIANT WARNING SURFACE AT TERMINATION OF RAMP. SEE DETAIL SHEET C10.03AINSTALL TYPICAL FLARED ADA COMPLIANT RAMP IMCLUDE ADA COMPLIANT WARNING SURFACE. SEE DETAIL ON SHEETC10.04INSTALL 4" THICK CONCRETE SIDEWALK. SEE DETAIL ON SHEET5DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR MATERIAL TYPE AND EXACT DIMENSIONS. SEE STRUCTURAL PLANS FORFOUNDATION DETAILS6INSTALL 4" WIDE PARKING STRIPE (WHITE) - TYPICAL AT DEPICTED LOCATIONS7INSTALL 8" WIDE RED FIRE LANE STRIPING. "FIRE-LANE NO-PARKING TOW-AWAY-ZONE" WORDING MAY NOT BE SPACEMORE THAN 15' APART USING 4" WHITE LETTERING8INSTALL ADA ACCESSABLE PATHWAY STRIPING PER ADA/TAS SPECIFICATIONS (TYPICAL AT INDICATED LOCATIONS)STRIPING TO INCLUDE THE WORDS, "NO PARKING"9INSTALL ADA PARKING SPACE SYMBOL (VAN ACCESSIBLE WITH UNIVERSAL ADA SYMBOL PAINTED IN SPACE) PERADA/TAS SPECIFICATIONS (TYPICAL)10INSTALL POLE MOUNTED HANDICAP SIGN TYPICAL AT ALL ADA SPACES. LABEL WITH VAN ACCESSIBLE AS APPLICABLE.SEE ARCHITECTURAL DETAILS FOR MOUNTING/INSTALLATION INFORMATION10AINSTALL STOP SIGN11ALUMINUM CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS12WATER FOUNTAIN. REFER TO ARCHITECTURAL PLANS FOR DETAILS13TIME CAPSULE AND MONUMENTS. SEE ARCHITECTURAL PLANS FOR DETAILS14-15.RESERVED16INSTALL 6" CURB & GUTTER16AINSTALL 6" SPILL CURB & GUTTER17INSTALL WHITE THERMOPLASTIC DIRECTIONAL TRAFFIC ARROW AT INDICATED LOCATIONS18INSTALL CONCRETE WHEEL STOP. TYPICAL AT DEPICTED LOCATIONS19INSTALL 6" THICK REINFORCED CONCRETE FLUME. REFERENCE SHEET C10.5 FOR DETAILS.19AINSTALL 6" CURB MONOLITHICALLY WITH FLUME20INSTALL FLAG POLE. SEE ARCHITECTURAL PLANS FOR DETAILSWater21INSTALL CUT IN 6" X 6" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH22INSTALL CUT IN 6" X 3" M.J. TEE. CONTRACTOR TO FIELD VERIFY DEPTH23INSTALL 3" WATER METER AND METER VAULT FOR DOMESTIC WATER SERVICE24INSTALL BACK FLOW PREVENTER VAULT25INSTALL 3" HDPE DOMESTIC WATER SERVICE LINE26INSTALL 4" PVC (C900, DR-14) WATER LINE27INSTALL 6" PVC (DR14, C-900) WATER LINE (FIRE SUPPRESSION SUPPLY)28INSTALL 3" X 45° M.J. ELBOW29INSTALL 4" X 45° M.J. ELBOW30INSTALL 6" X 45° M.J. ELBOW31INSTALL STANDARD FIRE HYDRANT ASSEMBLY32REMOVE AND REPLACE EXISTING 6" WATER LINE. SEE SHEET C10.3 FOR DETAILS.33-40RESERVEDSewer41INSTALL 6" PVC (SDR 26, ASTM D3034, GASKETED) SANITARY SEWER SERVICE. CAP AND MARK END WITH 6" PVC PIPEPAINTED GREEN EXTENDING 4' ABOVE GROUND42INSTALL 45° PVC ELBOW AND CLEANOUT43INSTALL DOUBLE CLEANOUT TO SERVICE LINE WITH PVC WYES44INSTALL 45° PVC WYE45INSTALL ONE JOINT PVC PRESSURE PIPE CENTERED ON WATER LINE CROSSING46-49RESERVEDElectric50EXISTING POLE MOUNTED TRANSFORMER51INSTALL 2 - 4" CONDUITS FOR PROPOSED PRIMARY ELECTRICAL52INSTALL 2 - 2" CONDUITS FOR PROPOSED SECONDARY ELECTRICAL53GENERATOR PAD54CONNECTION TO OVERHEAD ELECTRICAL. SEE ELECTRICAL SITE PLANS FOR DETAILS55INSTALL TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT DIMENSIONS WITH FRANCHISE UTILITY56INSTALL LIGHT POLE AND BASE57-60RESERVEDDrainage61INSTALL STORM INLET TYPE A. SEE DETAIL ON SHEET C10.561AINSTALL 1'X1' STORM INLET.62INSTALL GRATE INLET63INSTALL 3' X 3' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX63AINSTALL 4' X 4' INSIDE DIA. REINFORCED CONCRETE JUNCTION BOX64INSTALL 24" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64AINSTALL 18" RCP STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION64BINSTALL 12" HDPE STORM SEWER LINE. SEE SHEET C6.0 FOR ELEVATION INFORMATION65INSTALL 24" OUTLET STRUCTURE @ 3:1 MAX66DETENTION POND GRASSED EMERGENCY OVERFLOW WEIR. SEE GRADING PLANS FOR DETAILS AND DIMENSIONS67INSTALL DETENTION FACILITY OUTLET STRUCTURE68GUTTER CONNECTION TO STORM DRAIN68AINSTALL ROOF DRAIN BOOT69INSTALL CURB OPENING WITH 1' APRON & STEEL SIDEWALK PLATE. SEE DETAIL ON SHEET C10.069AINSTALL 5' CURB INLET703'x3' INSIDE DIAMETER (OLDCASTLE Y-TYPE) AREA INLET WITH 4-WAY OPENINGTelecom71-80RESERVEDGAS81RELOCATE EXISTING GAS METERS82-90RESERVEDREFER TO SHEET C5.2 REFER TO SHEET C5.1 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST18ST8ST8ST30STOEOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEGGGGGGG24ST24ST24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'EXIST 6" WATER LINEEXIST 30" SEWER LINEEXIST GAS LINEEXIST GAS LINEEXIST GAS METERSEXIST GAS LINEEXIST 12" WATER LINEEXIST 12"WATER LINESTA: 1+98.19SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+90.69SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+81.17INSTALL 6" X 90° BEND, M.J.STA: 1+76.68INSTALL 3" X 90° BEND, M.J.STA: 1+00.00INSTALL 6" X 6" CUT IN TEE, M.J.INSTALL 6" X 6" GATE VALVE, M.J.INSTALL 6" VALVE BOX, COMPLETEN:13806600.8075E:3231006.6100STA: 1+00.00INSTALL 6" X 3" TAPPING SADDLEN:13806597.8112E:3231006.7711STA = 1+16.63INSTALL 6" X 45° PVC BENDINV OUT = 8.11 (PVC)(NW)INV IN = 8.11 (PVC)(S)STA = 1+28.96 = STA: 1+00.00INSTALL 6" X 45° PVC WYEINV OUT = 7.78 (PVC)(N)INV IN = 7.78 (PVC)(S)INV IN = 7.78 (PVC)(SE)STA = 1+34.03INSTALL 6" X 45° PVC BENDINV OUT = 7.88 (PVC)(N)INV IN = 7.88 (PVC)(SW)STA = 1+39.03INSTALL 6" X 45° PVC BENDINV OUT = 7.98 (PVC)(NE)INV IN = 7.98 (PVC)(W)STA = 1+97.90INSTALL 6" X 45° PVC BEND W/ CO &TRAFFIC RATED CAPINV OUT = 9.16 (PVC)(E)INV IN = 9.16 (PVC)(SW)STA = 2+05.71 = STA: 1+00.00INSTALL 6" X 45° PVC WYEINV OUT = 9.33 (PVC)(NE)INV IN = 9.33 (PVC)(S)INV IN = 9.33 (PVC Pipe)(SW)STA = 1+00.00CONNECT TO EX MHRIM = 13.01INV IN = 7.20 (PVC)(S)29' of 6" PVC @ -1.99%5' of 6" PVC @ -2.00%5' of 6" PVC @ -2.00%59' of 6" PVC @ -2.00%8' of 6" PVC @ -2.26%54' of 6" PVC @ -1.94%17' of 6" PVC @ -2.00%55' of 6" PVC @ -2.00%STA: 2+59.58SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+72.02SEE PLUMBING PLANSFOR CONTINUATIONPRIMARYELECTRICALSECONDARYELECTRICALEXISTING SEWER SERVICE TO BE MAINTAINEDUNTIL RELOCATION OF STAFF FROM EXISTINGBUILDING UPON RELOCATION, REMOVE EXISTINGSERVICE LINE, MANHOLE, AND CUT /CAP SEWERSERVICE.1+002+ 0 0 1+ 0 0 1+76 57' of 6" PVC Pipe @ -1.69%19' of 6" PVC Pipe @ -1.00%STA: 1+76.10SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+56.72INSTALL 6" X 45° PVC BENDINV OUT = 10.29 PVC (NE)INV IN 10.29 (PVC) (S)EXISTING GAS METERSTO BE RELOCATED± 92.47' TO EXIST FIRE HYDRANTSTA: 1+01.56CONNECT TO EXISTINGSAN. SEWER MANHOLE24" RCPSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C1.1SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.1SEE SHEET C6.3STORM DRAIN LINE D1SEE SHEET C6.424" RCPSTORM DRAIN LINE A-1SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1.1SEE SHEET C6.224" RCPSTORM DRAIN LINE B-1SEE SHEET C6.3STORM DRAIN LINE E1SEE SHEET C6.5STORM DRAIN LINE D1.3SEE SHEET C6.5STORM DRAIN LINE D1SEE SHEET C6.43'X3' GRATE INLETSTORM DRAIN A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1.1SEE SHEET C6.224" RCPSTORM DRAIN LINE B-1SEE SHEET C6.31'X1' GRATE INLETSTORM DRAIN LINE B-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE B-1SEE SHEET C6.3OUTLET STRUCTURESTORM DRAIN LINE B-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1.1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.3PROPOSED FIREHYDRANT ASSEMBLY3'X3' GRATE INLETSTORM DRAIN LINE E1PROPOSED24" RCP PIPE3'X3' I.D (OLDCASTLE Y-TYPE)AREA INLET WITH 4-WAY OPENING14' of 3" HDPE PIPE0 25' of 3" HDPE PIPE47' of 3" HDPE PIPE6' of 3" HDPE PIPE17' of 6" PVC PIPE (DR14, C900)47' of 6" PVC PIPE (DR14, C900)30' of 6" PVC PIPE (DR14, C900)5' of 6" PVC PIPE (DR14, C900)STA: 1+51.55INSTALL VERTICAL BEND, M.J.STA: 1+46.75INSTALL VERTICAL BEND, M.J.STA: 1+52.07INSTALL VERTICAL BEND, M.J.STA: 1+46.54INSTALL VERTICAL BEND, M.J.PROPOSED TIME CAPSULEAND MONUMENTS.REMOVE AND REPLACE A PORTION OF EXISTING 6"WATER LINE. SEE SHEET C10.3 FORWATER/STORM DRAIN CROSSING DETAILS. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDDETENTIONPOND 1W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)OUTLET STRUCTURESTORM DRAIN A-1SEE SHEET C6.2PROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.5024" RCPSTORM DRAIN LINE FSEE SHEET C6.612" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.224" RCPSTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.1SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.2STORM DRAIN LINE E1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE E1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE E1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE E1GRADE INLETSEE SHEET C6.5STORM DRAIN LINE D1PROPOSED JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE D1EXISTING CURB INLETSEE SHEET C6.512" HDPESTORM DRAIN LINE A-1.2JUNCTION BOXSEE SHEET C6.212" HDPESTORM DRAIN LINE E2.1JUNCTION BOXSEE SHEET C6.3STORM DRAIN LINE D1.3GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1.3SEE SHEET C6.4STORM DRAIN LINE D1.3SEE SHEET C6.5STORM DRAIN LINE D1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE D1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1JUNCTION BOXSEE SHEET C6.5PROPOSED SITE WALLREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025UTILITY PLANC6.0UTILITY PLAN6W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0020'40'1" = 20' 8SA 8SA 8SAOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST18ST8ST8ST30STOEOEOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24STOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEOEGGGGGGG24ST24ST24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'EXIST 6" WATER LINEEXIST 30" SEWER LINEEXIST GAS LINEEXIST GAS LINEEXIST GAS METERSEXIST GAS LINEEXIST 12" WATER LINEEXIST 12"WATER LINESTA: 1+90.69SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+81.17INSTALL 6" X 90° BEND, M.J.STA: 1+76.68INSTALL 3" X 90° BEND, M.J.STA: 1+00.00INSTALL 6" X 6" CUT IN TEE, M.J.INSTALL 6" X 6" GATE VALVE, M.J.INSTALL 6" VALVE BOX, COMPLETEN:13806600.8075E:3231006.6100STA: 1+00.00INSTALL 6" X 3" TAPPING SADDLEN:13806597.8112E:3231006.7711STA = 1+16.63INSTALL 6" X 45° PVC BENDINV OUT = 8.11 (PVC)(NW)INV IN = 8.11 (PVC)(S)STA = 1+28.96 = STA: 1+00.00INSTALL 6" X 45° PVC WYEINV OUT = 7.78 (PVC)(N)INV IN = 7.78 (PVC)(S)INV IN = 7.78 (PVC)(SE)STA = 1+34.03INSTALL 6" X 45° PVC BENDINV OUT = 7.88 (PVC)(N)INV IN = 7.88 (PVC)(SW)STA = 1+39.03INSTALL 6" X 45° PVC BENDINV OUT = 7.98 (PVC)(NE)INV IN = 7.98 (PVC)(W)STA = 1+97.90INSTALL 6" X 45° PVC BEND W/ CO &TRAFFIC RATED CAPINV OUT = 9.16 (PVC)(E)INV IN = 9.16 (PVC)(SW)STA = 2+05.71 = STA: 1+00.00INSTALL 6" X 45° PVC WYEINV OUT = 9.33 (PVC)(NE)INV IN = 9.33 (PVC)(S)INV IN = 9.33 (PVC Pipe)(SW)STA = 1+00.00CONNECT TO EX MHRIM = 13.01INV IN = 7.20 (PVC)(S)29' of 6" PVC @ -1.99%5' of 6" PVC @ -2.00%5' of 6" PVC @ -2.00%59' of 6" PVC @ -2.00%8' of 6" PVC @ -2.26%54' of 6" PVC @ -1.94%17' of 6" PVC @ -2.00%55' of 6" PVC @ -2.00%STA: 2+59.58SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+72.02SEE PLUMBING PLANSFOR CONTINUATIONPRIMARYELECTRICALSECONDARYELECTRICALEXISTING SEWER SERVICE TO BE MAINTAINEDUNTIL RELOCATION OF STAFF FROM EXISTINGBUILDING UPON RELOCATION, REMOVE EXISTINGSERVICE LINE, MANHOLE, AND CUT /CAP SEWERSERVICE.1+002+ 0 0 1+ 0 0 1+76 57' of 6" PVC Pipe @ -1.69%19' of 6" PVC Pipe @ -1.00%STA: 1+76.10SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+56.72INSTALL 6" X 45° PVC BENDINV OUT = 10.29 PVC (NE)INV IN 10.29 (PVC) (S)EXISTING GAS METERSTO BE RELOCATED± 92.47' TO EXIST FIRE HYDRANTSTA: 1+01.56CONNECT TO EXISTINGSAN. SEWER MANHOLE24" RCPSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C1.1SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.1SEE SHEET C6.3STORM DRAIN LINE D1SEE SHEET C6.424" RCPSTORM DRAIN LINE A-1SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1.1SEE SHEET C6.224" RCPSTORM DRAIN LINE B-1SEE SHEET C6.3STORM DRAIN LINE E1SEE SHEET C6.5STORM DRAIN LINE D1.3SEE SHEET C6.5STORM DRAIN LINE DSEE SHEET C6.43'X3' GRATE INLETSTORM DRAIN A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.224" RCPSTORM DRAIN LINE A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE A-1.1SEE SHEET C6.224" RCPSTORM DRAIN LINE B-1SEE SHEET C6.31'X1' GRATE INLETSTORM DRAIN LINE B-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE B-1SEE SHEET C6.3OUTLET STRUCTURESTORM DRAIN LINE B-1SEE SHEET C6.3OUTLET STRUCTURESTORM DRAIN A-1SEE SHEET C6.23'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.33'X3' GRATE INLETSTORM DRAIN LINE C-1.1SEE SHEET C6.324" RCPSTORM DRAIN LINE C-1SEE SHEET C6.3PROPOSED FIREHYDRANT ASSEMBLY3'X3' GRATE INLETSTORM DRAIN LINE E1WATER LINE FOR WATERFEATURE SEE PLUMBINGPLANS FOR CONTINUATIONSANITARY SEWER FOR WATERFEATURE SEE PLUMBINGPLANS FOR CONTINUATIONPROPOSED24" RCP PIPEREFERENCE MEP PLANSFOR INVERT ELEVATIONS3'X3' I.D (OLDCASTLE Y-TYPE)AREA INLET WITH 4-WAY OPENING14' of 3" HDPE PIPE0 25' of 3" HDPE PIPE47' of 3" HDPE PIPE6' of 3" HDPE PIPE17' of 6" PVC PIPE (DR14, C900)47' of 6" PVC PIPE (DR14, C900)30' of 6" PVC PIPE (DR14, C900)5' of 6" PVC PIPE (DR14, C900)STA: 1+51.55INSTALL VERTICAL BENDSTA: 1+46.75INSTALL VERTICAL BENDSTA: 1+52.07INSTALL VERTICAL BENDSTA: 1+46.54INSTALL VERTICAL BENDPROPOSED WATER FEATUREPROPOSED TIME CAPSULEAND MONUMENTS.S. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDDETENTIONPOND 1W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)24" RCPSTORM DRAIN LINE FSEE SHEET C6.624" RCPSTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.1SEE SHEET C6.312" HDPESTORM DRAIN LINE E2.2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE E2SEE SHEET C6.312" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.212" HDPESTORM DRAIN LINE A-1.2SEE SHEET C6.2PROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.50STORM DRAIN LINE E1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE E1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE E1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE E1GRADE INLETSEE SHEET C6.5STORM DRAIN LINE D1PROPOSED JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE D1EXISTING CURB INLETSEE SHEET C6.512" HDPESTORM DRAIN LINE A-1.2JUNCTION BOXSEE SHEET C6.212" HDPESTORM DRAIN LINE E2.1JUNCTION BOXSEE SHEET C6.3STORM DRAIN LINE D1.3GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1.3SEE SHEET C6.4STORM DRAIN LINE D1.3SEE SHEET C6.5STORM DRAIN LINE D1GRATE INLETSEE SHEET C6.5STORM DRAIN LINE D1JUNCTION BOXSEE SHEET C6.5STORM DRAIN LINE D1GRATE INLETSEE SHEET C6.5GRATE INLETSTORM DRAIN LINE D1SEE SHEET C6.5STORM DRAIN LINE D1JUNCTION BOXSEE SHEET C6.5REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025UTILITY PLANC6.0AUTILITY PLAN ALT.6W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0020'40'1" = 20' WATER LINE A510152051015200+501+001+502+002+508SA 8SA 8SA 8SA OEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24ST18ST30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W30SA30SAOEOEOE24ST24ST24ST24ST24ST24ST24ST24STGGGGGGG12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6W 6W 6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)1+00 2 + 0 0 1 + 0 0 1+76 STA: 1+98.19SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+90.69SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+81.17INSTALL 6" X 90° BEND, M.J.STA: 1+76.68INSTALL 2" X 90° BEND, M.J.WATER LINE BSTA: 1+00.00INSTALL 6" X 6" CUT IN TEE, M.J.INSTALL 6" X 6" GATE VALVE, M.J.INSTALL 6" VALVE BOX, COMPLETEN:13806600.8075E:3231006.6100WATER LINE ASTA: 1+00.00INSTALL 6" X 2" TAPPING SADDLEN:13806597.8112E:3231006.7711STA: 1+72.02SEE PLUMBING PLANSFOR CONTINUATIONSTA: 1+51.55INSTALL VERTICAL BENDSTA: 1+46.75INSTALL VERTICAL BENDSTA: 1+46.54INSTALL VERTICAL BENDSTA: 1+52.07INSTALL VERTICAL BENDSTA: 2+59.58SEE PLUMBING PLANSFOR CONTINUATION57' of 6" PVC Pipe @ -1.69%14' of 3" HPDE PIPE0 6' of 3" HDPE PIPE25' of 3" HDPE PIPE47' of 6" PVC PIPE (DR14, C900)30' of 6" PVC PIPE (DR14, C900)5' of 6" PVC PIPE (DR14, C900)17' of 6" PVC PIPE (DR14, C900)EXIST GAS LINEEXIST GAS METERSEXIST GAS LINEEXIST 12" WATER LINEEXIST 12"WATER LINESECONDARYELECTRICALEXISTING GAS METERSTO BE RELOCATEDEXIST 6" WATER LINEEXIST 30" SEWER LINEEXIST GAS LINEPROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.5047' of 3" HDPE PIPE @ 0.00%WATER LINE B510152051015200+501+001+502+002+50CITY 12IN WATER LINE510152051015200+501+001+502+002+503+00PROPOSED GRADEEXISTING GRADE18' JOINT OF 150 PSI MIN. PRESSURE RATEDPIPE SEGMENT CENTERED BELOW WATERLINE CROSSING SEE NOTE 7. EX. 12IN WATER LINEREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025UTILITY CROSSINGPROFILESC6.1UTILITY CROSSING PROFILES6W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0020'40'1" = 20'HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1" = 10'HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1" = 10'STATION: 1+00.00 - 1+90.71STATION: 1+00.00 - 1+98.19HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1" = 10'STATION: 0+50.00 - 3+00.00NOTE:1. LOCATION AND DEPTH OF EXISTING MAINS AND SERVICES SHOWN ON THE PLANS ARE APPROXIMATE.2. ACTUAL LOCATION AND DEPTHS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION.3. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING NEAR EXISTING UTILITIES.4. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL AND ANY DAMAGES THAT MIGHT OCCUR BY THEIR FAILURE TOACCURATELY LOCATE ALL EXISTING UNDERGROUND UTILITIES AND PRESERVE EXISTING CONDITIONS.5. CENTER A MINIMUM 18 FOOT JOINT OF SANITARY SEWER, 150 PSI , LINED DUCTILE IRON PIPE, C900 OR OTHER APPROVEDPRESSURE PIPE ON WATER LINE.6. USE CEMENT STABILIZED SAND BACKFILL FOR ALL PORTIONS OF THE SEWER WITHIN 10 FEET OF THE WATERLINE, ASMEASURED PERPENDICULARLY FROM ANY POINT ON THE WATER PIPE TO THE WASTEWATER PIPE (MINIMUM 2.5 SACKS CEMENTPER CUBIC YARD OF SAND). THE CEMENT-STABILIZED SAND BEDDING SHALL START AT A POINT 6 INCHES BELOW THE BOTTOMOF THE SANITARY SEWER TO 6 INCHES ABOVE THE TOP OF THE SANITARY SEWER AND ONE QUARTER OF THE PIPE DIAMETERON EITHER SIDE OF THE SEWER.7. MINIMUM 18 FOOT JOINT OF SANITARY SEWER, 150 PSI LINED DUCTILE IRON PIPE, C900 OR OTHER APPROVED PRESSURE PIPECENTERED AT THE WATER LINE, 6 INCH MINIMUM CLEARANCE. ALSO CENTER AN 18 FOOT JOINT OF WATERLINE OVER THESANITARY SEWER LINE. THE SANITARY SEWER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR ONE PIPE SEGMENTPLUS 1 FOOT BEYOND EACH JOINT.NOT TO SCALE*4'-0" MIN WHERE SEWER PIPE CROSSES AWATER LINE. THE SEWER SHALLBE 150 PSI, DUCTILE IRON PIPE,AND MEET THE REQUIREMENTSOF ASTM 02241 WITH ONE 18'JOINT CENTERED AT THEWATER CROSSING.FINISHEDGROUND/PAVEMENT(TOP OF GRADE)SEPARATION DISTANCE TOCOMPLY TCEQ REGULATION30 TAC 290.44 (E) APPENDIX E& 30 TAC 217.53 (D) APPENDIXD - SEPARATION DISTANCE.PROPOSED SANITARY SEWER MAINPROPOSED WATER MAIN9'9'TYPICAL SANITARY SEWER/WATER CROSSING DETAIL OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE8ST8ST8STST30ST30ST 12W12W12W12W12W12W12WS. 4TH STREET(CALLED 60' R.O.W.)INV OUT:9.00 24" RCP PIPESD D1.13'x3' GRATE INLET D5STA = 1+22.52RIM = 14.82SUMP: 9.066INV OUT = 9.07 (24" RCP PIPE)(E)SD D13'x3' JUNCTION BOX D2STA = 2+77.58RIM = 14.05SUMP: 8.709INV OUT = 8.71 (24" RCP PIPE)(S)INV IN = 8.71 (24" RCP PIPE)(N)INV IN = 8.71 (24" RCP PIPE)(W)INV OUT:9.00 24" RCP PIPESD D14'x4' JUNCTION BOX D0STA = 1+24.30RIM = 12.70SUMP: 7.943INV OUT = 7.94 (30" RCP PIPE)(E)INV IN = 7.94 (24" RCP PIPE)(N)INV IN = 7.94 (30" RCP PIPE)(W)SD D13'x3' GRATE INLET D1STA = 2+53.48RIM = 13.40SUMP: 8.589INV OUT = 8.59 (24" RCP PIPE)(S)INV IN = 8.59 (24" RCP PIPE)(N)INV IN = 11.16 (8" PVC)(E)POND 121' of 30" RCP PIPE @ -0.78%129' of 24" RCP PIPE @ -0.50%24' of 24" RCP PIPE @ -0.50%86' of 24" RCP PIPE @ -0.50%15' of 24" RCP PIPE @ -2.38%101520253051015202530PROPOSED GRADEEXISTING GRADE7.891+101+2012.607.9212.797.971+301+4012.848.0212.898.071+501+6010.618.1210.688.171+701+8010.688.2210.698.271+902+0010.748.3210.808.372+102+2010.89 8.42 10.97 8.472+302+4011.05 8.52 11.13 8.572+502+6011.66 8.62 12.35 8.672+702+8012.54 8.72 12.55 8.772+903+0012.56 8.82 12.56 8.873+103+2012.58 8.92 12.34 8.973+303+4012.08 9.02 24.09' of 24" RCP @ -0.50%86.08' of 24" RCP @ -0.50%SD D1 3'x3' JUNCTION BOX D2 STA = 2+77.58 RIM = 14.05 INV OUT = 8.71 (24" RCP PIPE )(S) INV IN = 8.71 (24" RCP PIPE)(N) INV IN = 8.71 (24" RCP PIPE)(W) EXISTING GROUND PROPFLOWLINE EXISTING GROUND PROP FLOWLINE SD D1 JUNCTION BOX D0STA = 1+24.30RIM = 12.70INV OUT = 7.94 (30" RCP PIPE)(E)INV IN = 7.94 (24" RCP PIPE)(N)INV IN = 7.94 (30" RCP PIPE)(W) SD D1 5'X5' GRATE INLET D1 STA = 2+53.48 RIM = 13.40 INV OUT = 8.59 (24" RCP PIPE)(S) INV IN = 8.59 (24" RCP PIPE )(N)129.18' of 24" RCP @ -0.50%8.67' of 30" RCP @ -0.50%SD D1 EXISTING CURB INLETSTA = 1+15.63RIM = 12.57INV OUT = 7.90 (30" RCP PIPE)(E)INV IN = 7.90 (30" RCP PIPE)(W)PROPOSED 12" WATER LINEHGL1015202530510152025303+6011.929.1210.909.173+703+8011.629.2211.659.273+904+0011.639.3211.549.374+104+2011.449.4211.439.474+304+4011.439.52 11.43 9.574+504+6011.47 9.62 11.60 9.674+704+8011.80 9.72 12.01 9.774+905+0012.21 9.82 12.24 9.875+105+2011.01 9.92 13.54 11.305+305+4013.54 11.31 13.57 11.325+50137.71' of 24" RCP @ -0.50%36.83' of 18" EXISTING RCP @ -0.12%SD D13'x3' JUNCTION BOX D4STA = 3+71.66RIM = 14.50INV OUT = 9.18 (24" RCP PIPE)(E)INV IN = 9.18 (24" RCP PIPE)(N)INV IN = 9.18 (24" RCP PIPE)(W) SD D1 3'x3' GRATE INLET D6 STA = 5+20.94 = STA 1+00.00 D1.3 RIM = 13.37 INV OUT = 9.93 (24" RCP PIPE)(S) INV IN = 11.28 (18" RCP PIPE)(N) INV IN = 9.93 (24" RCP PIPE)(W) SD D1 EXISTING CULVERT INLET STA = 5+57.77 RIM = 13.04 INV OUT = 11.33 (18" RCP PIPE)(S)PROPOSED GRADEEXISTING GRADEEXISTING GROUND PROP FLOWLINE EXISTING GROUND PROPFLOWLINE SD D1 4'x4' JUNCTION BOX D5 STA = 5+09.37 RIM = 14.14 INV OUT = 9.87 (24" RCP PIPE)(S) INV IN = 9.87 (24" RCP PIPE)(N)11.57' of 24" RCP @ -0.50%SD D13'x3' JUNCTION BOX D3STA = 3+63.66RIM = 14.20INV OUT = 9.14 (24" RCP PIPE)(S)INV IN = 9.14 (24" RCP PIPE)(W)8.00' of 24" RCP @ -0.50%EXISTING 12" WATER LINEEXISTING 12" WATER LINEHGLOE OE OE OE OE 18ST18ST18STS0° 00' 00"E 400.00'S. 4TH STREET(CALLED 60' R.O.W.)SD D13'x3' JUNCTION BOX D4STA = 3+71.66RIM = 14.50SUMP: 9.179INV OUT = 9.18 (24" RCP PIPE)(E)INV IN = 9.18 (24" RCP PIPE)(N)INV IN = 9.18 (24" RCP PIPE)(W)SD D1.23'x3' GRATE INLET D7STA = 1+23.08RIM = 14.32SUMP: 9.430INV OUT = 9.43 (24" RCP PIPE)(E)SD D13'x3' GRATE INLET D6STA = 5+20.94 = STA 1+00.00 D1.3RIM = 13.37SUMP: 9.926INV OUT = 9.93 (24" RCP PIPE)(S)INV IN = 11.28 (18" RCP PIPE)(N)INV IN = 9.93 (24" RCP PIPE)(W)SD D1EXISTING CULVERT INLETSTA = 5+57.77INV IN = 11.33 (18" RCP PIPE)(S)7' of 24" RCP PIPE @ 4.14%SD D14'x4' JUNCTION BOX D5STA = 5+09.37RIM = 14.14SUMP: 9.868INV OUT = 9.87 (24" RCP PIPE)(S)INV IN = 9.87 (24" RCP PIPE)(N)SD D13'x3' JUNCTION BOX D3STA = 3+63.66RIM = 14.20SUMP: 9.139INV OUT = 9.14 (24" RCP PIPE)(S)INV IN = 9.14 (24" RCP PIPE)(W)18" EXISTING RCP TO EXTEND2 LF TO PROPOSED INLET8' of 24" RCP PIPE @ -0.50%138' of 24" RCP PIPE @ -0.50%12' of 24" RCP PIPE @ -0.50%WEST I STREETREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM DRAIN DPLAN & PROFILEC6.46W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0010'20'0010'20'STORM DRAIN D1STORM DRAIN D1HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'NOTE:CONTRACTOR TO ENSURE POSITIVE DRAINAGE ATUPSTREAM AND DOWNSTREAM ENDS OF DRAINS ANDTHAT NO PONDING WILL OCCUR.MATCH LINE B REFER SHEET C6.4 STA: 3+50 MATCH LINE B REFERENCE C6.4STA: 3+50 MATCH LINE B REFER SHEET C6.4 STA: 3+50 MATCH LINE B REFERENCE C6.4STA: 3+50 18ST 12W12W12W12W12W12W12W12W12W 12WSD D1.33'x3' GRATE INLET D9STA = 1+97.89RIM = 13.62SUMP: 10.42INV OUT = 10.42 (24" RCP PIPE)(N)SD D1.33'x3' GRATE INLET D8STA = 1+79.35RIM = 13.00SUMP: 10.32INV OUT = 10.32 (24" RCP PIPE)(E)INV IN = 10.32 (24" RCP PIPE)(S)SD D1.33'X3' GRATE INLET D6STA = 1+00.00 = STA: 5+20.94 D1RIM = 13.37SUMP: 9.93INV OUT = 9.93 (24" RCP PIPE)(S)INV IN = 11.28 (18" RCP PIPE)(N)INV IN = 9.93 (24" RCP PIPE)(W)36.83' of 18" RCP @ -0.12%79.35' of 24" RCP @ -0.50%18.53' of 24" RCP @ -0.50%WEST I STREET1015202530PROPOSED GRADEEXISTING GRADEEXISTING GROUND PROPFLOWLINE EXISTING GROUND PROP FLOWLINE0+901+0011.099.9311.149.981+101+2011.1010.0311.0510.081+301+4011.0310.1311.0310.181+501+6011.0310.2311.0410.281+701+8011.3210.3312.5310.381+902+002+10SD D1.3 3'x3'GRATE INLET D9 STA = 1+97.89 RIM = 13.62 INV OUT = 10.42 (24" RCP PIPE)(N) SD D1.33'x3'GRATE INLET D8STA = 1+79.35RIM = 13.00INV OUT = 10.32 (24" RCP PIPE)(E)INV IN = 10.32 (24" RCP PIPE)(S)SD D1.33'x3'GRATE INLET D6STA = 1+00.00RIM = 13.37INV OUT = 9.93 (24" RCP PIPE)(S)INV IN = 11.28 (24" 18" RCP PIPE)(N)INV IN = 9.93 (24" 24" RCP PIPE)(W)79.35' of 24" RCP @ -0.50%18.53' of 24" RCP @ -0.50%510152025305101520253012" EXISTING WATER LINEHGL3+3013.62 9.09 3+4013.25 9.10 12.83 9.133+503+6013.11 9.18 13.44 9.223+703+8013.07 9.27 13.37 9.313+904+0013.62 9.36 13.60 9.414+104+2013.31 9.45 12.79 9.504+304+4012.73 9.54 12.67 9.594+504+6012.62 9.64 12.61 9.684+704+8012.57 9.73 12.564+90EXISTING GROUND PROP FLOWLINE PROPOSED GRADEEXISTING GRADESD E1 EXISTING EXISTING GRATE INLET EX 04 STA = 3+49.80 RIM = 12.82 INV OUT = 9.12 (EX. 24" RCP PIPE)(S) INV IN = 9.13 (24" RCP PIPE)(N)120.20' of 24" PROPOSED RCP @ -0.46%SD E1 3'x3'GRATE INLET E1 STA = 4+70.00 RIM = 13.37 INV OUT = 9.68 (24" RCP PIPE)(S) INV IN = 9.68 (24" RCP PIPE)(N)510152025305101520253032.37' of 24" RCP @ -0.46%EXISTING 24" RCPHGLSD E13'x3' GRATE INLET E1STA = 4+70.00RIM = 13.37SUMP: 9.68INV OUT = 9.68 (24" RCP PIPE)(S)INV IN = 9.68 (24" RCP PIPE)(N)SOUTH 6TH STREETSD E1EXISTING EXISTING GRATE INLET EX 04STA = 3+49.80RIM = 12.82SUMP: 9.12INV OUT = 9.12 (EX. 24" RCP PIPE)(S)INV IN = 9.13 (24" RCP PIPE)(N)120.20' of 24" PROPOSED RCP @ -0.46%5+0012.669.8212.529.875+105+2011.789.9211.699.975+305+4011.7810.0211.8610.075+505+6011.8810.1211.8710.175+705+8011.8510.2211.8310.275+906+0011.7810.32 11.72 10.376+106+2011.65 10.42 11.59 10.476+306+4011.54 10.52 11.51 10.576+506+6011.50 10.62 11.51 10.676+706+8011.52 10.72 11.53 10.776+907+0011.51 10.82 11.49 10.877+107+2011.48 10.92 11.46 10.977+307+4011.47 11.02 11.41 11.077+507+6011.34 11.12 11.27 11.177+707+8011.20 11.22 12.30 11.277+908+0013.15 11.32 13.14 11.378+108+2012.35 11.42 10.69 11.478+308+4011.15 11.52 12.66 11.578+508+60EXISTING GROUND PROPFLOWLINE SD E1 3'x3'JUNCTION BOX E4 STA = 7+72.72 RIM = 15.44 INV OUT = 11.18 (24" RCP PIPE)(W) INV IN = 11.18 (24" RCP PIPE)(E) INV IN = 11.18 (24" RCP PIPE)(N) SD E1 3'x3'JUNCTION BOX E5 STA = 8+36.88 RIM = 15.75 INV OUT = 11.50 (24" RCP PIPE)(W) INV IN = 11.50 (24" RCP PIPE)(S) SD E1 3'x3'GRATE INLET E6 STA = 8+55.91 RIM = 14.60 INV OUT = 11.60 (24" RCP PIPE)(N) INV IN = 11.60 (24" HDPE PIPE)(S) SD E1GRATE INLET D1.aSTA = 5+02.37RIM = 13.45INV OUT = 9.83 (24" RCP PIPE)(S)INV IN = 9.83 (24" RCP PIPE)(E)64.16' of 24" RCP @ -0.50%PROPOSED GRADEEXISTING GRADE186.71' of 24" RCP @ -0.50%SD E1 3'x3'JUNCTION BOX E2 STA = 6+89.07 RIM = 15.21 INV OUT = 10.76 (24" RCP PIPE)(W) INV IN = 10.76 (24" RCP PIPE)(E) INV IN = 10.76 (24" RCP PIPE)(N)35.21' of 24" RCP @ -0.50%SD E1 3'x3'JUNCTION BOX E3 STA = 7+24.28 RIM = 15.22 INV OUT = 10.94 (24" RCP PIPE)(W) INV IN = 10.94 (24" RCP PIPE)(E) INV IN = 10.94 (24" RCP PIPE)(S)48.44' of 24" RCP @ -0.50%510152025305101520253030" EXISTING SANITARY SEWER LINE6" EXISTING WATER LINEEXISTING GAS LINE12" EXISTING WATER LINE12" EXISTING WATER LINEHGL19.03' of 24" RCP @ -0.50%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24STST30SA30SA30SA30SA6W6W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24STOEOEGGGG12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12WN90° 00' 00"E 592.00'SD E1GRATE INLET E6STA = 8+55.91 = STA: 1+00.00 SD E2RIM = 14.60SUMP: 11.60INV OUT = 11.60 (24" RCP PIPE)(N)INV IN = 11.60 (24" HDPE PIPE)(S)64.16' of 24" RCP @ -0.50%19.03' of 24" RCP @ -0.50%35' of 24" 24" RCP PIPE @ -0.50%SD E1JUNCTION BOX E2STA = 6+89.07 = STA: 1+00.00 SD E1.1RIM = 15.21SUMP: 10.76INV OUT = 10.76 (24" RCP PIPE)(W)INV IN = 10.76 (24" RCP PIPE)(E)INV IN = 10.76 (24" RCP PIPE)(N)187' of 24" 24" RCP PIPE @ -0.50%SD E1JUNCTION BOX E3STA = 7+24.28 = STA: 1+00.00 SD E1.2RIM = 15.22SUMP: 10.94INV OUT = 10.94 (24" RCP PIPE)(W)INV IN = 10.94 (24" RCP PIPE)(E)INV IN = 10.94 (24" RCP PIPE)(S)SD E1.23'x3' GRATE INLET E1.2STA = 1+18.88RIM = 13.78SUMP: 11.03INV OUT = 11.03 (24" RCP PIPE)(N)1+00 1+12 1+001+201+21 1+00 1+00 WEST I STREETSD E13'x3' JUNCTION BOX E5STA = 8+36.88RIM = 15.75SUMP: 11.50INV OUT = 11.50 (24" 24" RCP PIPE)(W)INV IN = 11.50 (24" 24" RCP PIPE)(S)SD E1JUNCTION BOX E4STA = 7+72.72 = STA: 1+00.00 SD E1.3RIM = 15.44SUMP: 11.18INV OUT = 11.18 (24" RCP PIPE)(W)INV IN = 11.18 (24" RCP PIPE)(E)INV IN = 11.18 (24" RCP PIPE)(N)15.97' of 1 2 " R C P @ - 6 . 2 0 %SD E13'x3' GRATE INLET D1.aSTA = 5+02.37RIM = 13.45SUMP: 9.83INV OUT = 9.83 (24" RCP PIPE)(S)INV IN = 9.83 (24" RCP PIPE)(E)REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM DRAIN D & EPLAN & PROFILEC6.56W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0010'20'STORM DRAIN D1.3STORM DRAIN E1HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'0010'20'STORM DRAIN E1HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'0010'20'MATCH LINE A REFERENCE THIS SHEET STA: 4+90 MATCH LINE A REFERENCE THIS SHEET STA: 4+90 MATCH LINE A REFERENCE THIS SHEET STA: 4+90MATCH LINE AREFERENCE THIS SHEETSTA: 4+90HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'WARNING!!!!!EXISTING HIGH PRESSURE GAS MAIN!!!!!CONTRACTOR TO COORDINATE WITH CENTER POINTENERGY BEFORE ANY CONSTRUCTION COMMENCESWITHIN THIS AREA. -5051015202513.623+403+5013.7713.973+6013.9214.393+7013.9214.293+8014.2214.173+904+0013.8913.4913.9313.294+1013.9913.304+2013.9913.104+3014.114+404+5014.10 4+6014.11 PROPOSED GRADEEXISTING GRADE114.20' of 24" RCP PIPE @ -0.18%POND 2 OUTLET STA = 4+52.83 RIM = 12.95 INV OUT = 8.57 (24" 24" RCP PIPE)(E) EXISTING GROUND PROPFLOWLINE EXISTING 30" SANITARYSEWER LINEPROPOSED 6" WATER LINESEE DETAIL ON SHEET C6.124" TOE DOWN3:1 SLOPE MAXPOND 1 INLETSTA = 3+38.63RIM = 11.35INV IN = 8.36 (24" RCP PIPE)(W)24" TOE DOWN3:1 SLOPE MAX24" TOE DOWN24" TOE DOWNHGLOE OE OE OE OE OE OE30SA30SA30SA30SA6W6W6W6W6WPOND 1 OUTLETSTA = 3+38.63INV OUT = 8.36 (24" 24" RCP PIPE)(W)POND 2 INTLETSTA = 4+52.83INV IN = 8.57 (24" 24" RCP PIPE)(E)POND 2POND 130SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6WGGGGGGG1+001+201+401+601+802+002+202+402+602+802+94 SD E2GRATE INLET E6STA = 1+00.00 = STA: 8+59.92 SD E1RIM = 14.60INV OUT = 11.60 (24" RCP PIPE)(N)INV IN = 11.60 (24" HDPE PIPE)(S)39' of 24" 24" HDPE PIPE @ -0.50%44' of 24" 24" HDPE PIPE @ -0.50%37' of 12" 12" HDPE PIPE @ -0.50%SD E2JUNCTION BOX 3 E2STA = 2+19.61 = STA: 1+00.00 SD E2.2RIM = 15.85INV OUT = 13.20 (12" HDPE PIPE)(W)INV IN = 13.20 (12" HDPE PIPE)(E)INV IN = 13.20 (12" HDPE PIPE)(S)45' of 12" 12" HDPE PIPE @ -0.50%SD E2JUNCTION BOX 4 E2STA = 2+64.61RIM = 15.40INV OUT = 13.42 (12" HDPE PIPE)(W)INV IN = 13.42 (12" HDPE PIPE)(S)29' of 12" 12" HDPE PIPE @ -0.50%SD E2TEE E1STA = 2+93.53RIM = 16.64INV OUT = 13.57 (12" HDPE PIPE)(N)1+001+201+29 29' of 12" 12" HDPE PIPE @ -0.50%SD E2JUNCTION BOX 1 E2STA = 1+39.03RIM = 14.92INV OUT = 11.79 (24" HDPE PIPE)(N)INV IN = 11.79 (24" HDPE PIPE)(E)1.92'62' of 12" 12" HDPE PIPE @ -0.50%SD E2JUNCTION BOX 2 E2STA = 1+82.54 = STA: 1+00.00 SD E2.1RIM = 15.63INV OUT = 12.01 (24" HDPE PIPE)(W)INV IN = 13.01 (12" HDPE PIPE)(E)INV IN = 13.01 (12" HDPE PIPE)(S)51015202530510152025300+901+0012.7914.6012.6914.701+1012.5614.771+2012.6914.841+3013.0314.931+401+5013.1515.0213.1315.241+6013.1215.501+7013.0715.621+8012.9715.691+902+0012.8715.75 12.77 15.802+1012.68 15.852+2012.65 15.822+3012.63 15.782+402+5012.61 15.65 12.59 15.482+6012.58 15.642+7012.57 16.162+8012.56 16.512+903+00GRATE INLET E6STA = 1+00.00RIM = 14.60INV OUT = 11.60 (24" RCP PIPE)(N)INV IN = 11.60 (24" HDPE PIPE)(S)39.03' of 24" HDPE PIPE @ -0.50%43.51' of 24" HDPE PIPE @ -0.50%JUNCTION BOX 2 E2STA = 1+82.54RIM = 15.63INV OUT = 12.01 (24" HDPE PIPE)(W)INV IN = 13.01 (12" HDPE PIPE)(E)INV IN = 13.01 (12" HDPE PIPE)(S)37.07' of 12" HDPE PIPE @ -0.50%45.00' of 12" HDPE PIPE @ -0.50%JUNCTION BOX 4 E2 STA = 2+64.61 RIM = 15.40 INV OUT = 13.42 (12" HDPE PIPE)(W) INV IN = 13.42 (12" HDPE PIPE)(S)28.92' of 12" HDPE PIPE @ -0.50%TEE E1 STA = 2+93.53 RIM = 16.64 INV OUT = 13.57 (12" HDPE PIPE)(N) JUNCTION BOX 1 E2STA = 1+39.03RIM = 14.92INV OUT = 11.79 (24" HDPE PIPE)(N)INV IN = 11.79 (24" HDPE PIPE)(E) JUNCTION BOX 3 E2 STA = 2+19.61 RIM = 15.85 INV OUT = 13.20 (12" HDPE PIPE)(W) INV IN = 13.20 (12" HDPE PIPE)(E) INV IN = 13.20 (12" HDPE PIPE)(S)PROPOSED GRADEEXISTING GRADE6" PVC SANITARY SEWER LINE6" PVC SANITARY SEWER LINEEXISTING GROUND PROPFLOWLINE 2+00 2+20 2+40 37' of 12" 12" HDPE PIPE @ -0.50%45' of 12" 12" HDPE PIPE @ -0.50%1+001+201+2929' of 12" 12" HDPE PIPE @ -0.50%51015202530510152025300+901+0012.68 15.85 12.67 16.041+1012.66 16.141+201+301+40JUNCTION BOX 3 E2 STA = 1+00.00 RIM = 15.85 INV OUT = 13.20 (12" HDPE PIPE)(W) INV IN = 13.20 (12" HDPE PIPE)(E) INV IN = 13.20 (12" HDPE PIPE)(S)28.92' of 12" HDPE PIPE @ -0.50%TEE E2 STA = 1+28.92 RIM = 16.56 INV OUT = 13.34 (12" HDPE PIPE)(N)PROPOSED GRADEEXISTING GRADEEXISTING GROUND PROP FLOWLINE HGLPROPOSED MECHANICAL EQUIPMENT ENCLOSURE 10' of 12" 12" HDPE PIPE @ -0.50%18' of 12" 12" HDPE PIPE @ -0.50%10' of 12" 12" HDPE PIPE @ -0.50%26' of 12" 12" HDPE PIPE @ -0.50%1+60 1+80 44' of 24" 24" HDPE PIPE @ -0.50%10' of 12" 12" HDPE PIPE @ -0.50%SD E 2.1JUNCTION BOX E2.1STA = 3+04.44RIM = 16.47INV OUT = 13.50 (12" HDPE PIPE)(N)INV IN = 13.50 (12" HDPE PIPE)(W)SD E 2.1TEE E4STA = 3+14.18RIM = 16.44INV OUT = 13.45 (12" HDPE PIPE)(N)INV IN = 13.45 (12" HDPE PIPE)(S)SD E2.1TEE E5STA = 2+16.31RIM = 16.65INV OUT = 13.59 (12" HDPE PIPE)(E)INV IN = 13.59 (12" HDPE PIPE)(W)SD E 2.1TEE E3STA = 3+40.60RIM = 16.36INV OUT = 13.32 (12" HDPE PIPE)(N)INV IN = 13.32 (12" HDPE PIPE)(S)SD E 2.1TEE E7STA = 3+93.54RIM = 16.16INV OUT = 13.69 (12" HDPE PIPE)(E)SD E2.1TEE E6STA = 2+26.10RIM = 16.44INV OUT = 13.64 (12" HDPE PIPE)(E)INV IN = 13.64 (12" HDPE PIPE)(W)62' of 12" 12" HDPE PIPE @ -0.50%SD E2JUNCTION BOX 2 E2STA = 1+82.54 = STA: 1+00.00 SD E2.1RIM = 15.63INV OUT = 12.01 (24" HDPE PIPE)(W)INV IN = 13.01 (12" HDPE PIPE)(E)INV IN = 13.01 (12" HDPE PIPE)(S)51015202530510152025301+0013.04 15.63 13.00 15.971+1012.95 16.171+2012.89 16.651+3012.84 16.451+401+5012.86 16.36 12.92 16.361+6013.00 16.381+7013.08 16.411+8013.16 16.441+902+0013.20 16.55 13.31 16.782+1013.63 16.572+2013.94 16.332+30JUNCTION BOX 2 E2 STA = 1+82.54 RIM = 15.63 INV OUT = 12.01 (24" HDPE PIPE)(W) INV IN = 13.01 (12" HDPE PIPE)(E) INV IN = 13.01 (12" HDPE PIPE)(S)62.22' of 12" HDPE PIPE @ -0.50%TEE E3 STA = 3+40.60 RIM = 16.36 INV OUT = 13.32 (12" HDPE PIPE)(N) INV IN = 13.32 (12" HDPE PIPE)(S)26.42' of 12" HDPE PIPE @ -0.50%TEE E4 STA = 3+14.18 RIM = 16.44 INV OUT = 13.45 (12" HDPE PIPE)(N) INV IN = 13.45 (12" 12" HDPE PIPE)(S)9.74' of 12" HDPE PIPE @ -0.50%JUNCTION BOX E2.1 STA = 3+04.44 RIM = 16.47 INV OUT = 13.50 (12" 12" HDPE PIPE)(N) INV IN = 13.50 (12" HDPE PIPE)(W)17.93' of 12" HDPE PIPE @ -0.50%TEE E5 STA = 2+16.31 RIM = 16.65 INV OUT = 13.59 (12" HDPE PIPE)(E) INV IN = 13.59 (12" HDPE PIPE)(W)9.79' of 12" HDPE PIPE @ -0.50%TEE E6 STA = 2+26.10 RIM = 16.44 INV OUT = 13.64 (12" HDPE PIPE)(E) INV IN = 13.64 (12" HDPE PIPE)(W)9.79' of 12" HDPE PIPE @ -0.50%TEE E7 STA = 3+93.54 RIM = 16.16 INV OUT = 13.69 (12" HDPE PIPE)(E)PROPOSED GRADEEXISTING GRADE6" PVC SANITARY LINE6" PVC WATER LINE3" HDPEWATER LINEEXISTING GROUND PROP FLOWLINE SEE C6.1 FOR CROSSING DETAILHGLREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM DRAIN E & FPLAN & PROFILEC6.66W12WOEOEOE30SAGUTILITY PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURPROP SEWEREXIST 6" WATERGMEXIST 12" WATEREXIST OVERHEAD ELECTRICEXIST 30" SANITARY SEWEREXIST GASEXIST LIGHT POLEEXIST POWER POLEEXIST FIRE HYDRANTEXIST GAS METERPROP WATERPROP STORM DRAINPROP UNDERGROUNDELECTRIC0010'20'STORM DRAIN FNOTE:CONTRACTOR TO ENSURE POSITIVE DRAINAGE ATUPSTREAM AND DOWNSTREAM ENDS OF DRAINS ANDTHAT NO PONDING WILL OCCUR.HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'0010'20'STORM DRAIN E2HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'0010'20'HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5'STORM DRAIN E2.20010'20'STORM DRAIN E2.1HORIZONTAL SCALE: 1"=10'VERTICAL SCALE: 1" = 5' GRADE BREAKGRADE BREAK GRADE BREAKGRADE BREAKGRADE BREAK GRADE BREAK GRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAKTOP OF BERMELEV=14.5'GRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AHI POINTHI POINTHI POINTHI POINTHI POINT HI POINT HI POINT HI POINTHI POINTS. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 1PROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.50W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)BLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &0232540760001PROPOSED DETENTIONOUTLET STRUCTUREPROPOSED 15' WIDEVEGETATIVE STRIPPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPETOP OF BERMELEV=13.0'PROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED12" HDPE PIPEPROPOSED12" HDPE PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPEPROPOSED24" RCP PIPE3'X3' I.D (OLD CASTLE Y-TYPE)AREA INLET WITH 4-WAY OPENINGGRATE INLETTYPE AJUNCTIONBOXGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE AGRATE INLETTYPE A1'X1' GRATE INLETGRATE INLETTYPE APROPOSED FIREHYDRANT ASSEMBLYJUNCTIONBOXJUNCTIONBOXJUNCTIONBOXCURB INLETGRADE BREAK HI POINT HI POINTGRATE INLETTYPE AJUNCTIONBOXPROPOSED30" RCP PIPEPROPOSEDDETENTIONPOND 1PROPOSED24" RCP PIPEPROPOSED24" RCP PIPEJUNCTIONBOX-1:3 -1:3 -1:3-1:3 -1:3-1:3-1:3 -1:3-1 :3-1:3-1:3 2.0%CONCRETE FLUME @ 0.1% PERHARRIS COUNTYREGULATIONS. REFERENCESHEET C10.5 FOR DETAILS.CONCRETE FLUME @ 0.1% SLOPE PERHARRIS COUNTY REGULATIONS.REFERENCE SHEET C10.5 FOR DETAILS.REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025OVERALL GRADINGPLANC7.0OVERALL GRADING PLAN0020'40'1" = 20'TOP OF PONDELEV = 13.0'ELEV. = 12.62'10 YR WSELEV. = 11.33'2 YR WSELEV. = 10.46'100 YR WSTOP OF PONDELEV = 13.0'SECTION A-A"A""A"NOT TO SCALE EARTHEN OVERFLOW SPILLWAY DETAILTOP OF PONDELEV = 13.0'6:1 MAX SLOPE6:1 MAX SLOPEWEIR ELEV = 12.5'15'TOP OF PONDELEV = 13.0'3'3' GRADE BREAKWEST I STREETSOUTH 6TH STREET (CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)GRADE BREAKGRADE BREAKHIGH POINTHIGH POINTHIGH POINTGRATE INLET - TYPE ATOP=14.49'GRATE INLET - TYPE DTOP=14.03'4.87%1.00% 0.90%0.81%0.75%0.60%0.05%1.00%1.99%0.90%1.00% 0.61% 1.24% 3.91% 2.48% 2.00%0.60%1.00%0.75%6W6W6W6W6W6W6W6W6W6W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12WN90° 00' 00"E 592.00'N0° 00' 00"E 400.00'GRATE INLET - TYPE ATOP=13.78'GRATE INLET TYPE ATOP=13.45'GRATE INLET - TYPE ATOP=13.30'AREA INLET WITH4-WAY OPENINGINV IN=11.91'INV OUT = 9.37'EXISTING GRATE INLETTOP=12.79'0.33%13.80 E13.66 E13.67 E13.59 E13.54 E13.70 E13.70 E13.68 E13.66 E13.62 E13.61 E1 . 7% 0.35%0.37%0.39%0.12%0.35%0.59%EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025GRADING PLANNWC7.1GRADING PLAN NW0010'20'1" = 10'GRADING LEGEND -NW, NE, SW, SEPROPERTY LINEEXIST CONTOURPROP CONTOURSIDEWALKXX.XX SWGRADE BREAKXX.XX GBGUTTER FLOWLINEXX.XX GFTOP OF CURBXX.XX TCTOP OF PAVEMENTXX.XX TPFLOW LINEXX.XX FLNEW STRUCTUREDETENTION POND BERMGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION PONDRIVER ROCKPROP SWALEREFER TO SHEET C7.2MATCHLINE "A"REFER TO SHEET C7.3MATCHLINE "B" GRADE BREAKGRADE BREAKWEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)S. 4TH STREET (CALLED 60' R.O.W.)PROPOSEDMECHANICALEQUIPMENTENCLOSUREPROPOSEDCOVEREDDRIVE-THRU& DROP BOXPROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYBLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &0232540760001GRADE BREAK 0.75%0.74%0.75%0.80%GRATE INLET - TYPE ATOP=14.19'0.47% 0.50% 5.76% 2.00%GRATE INLET - TYPE ATOP=14.15'0.62%1.38%0.75%4.12 %5.00%0.51%2.95%6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6W6W6W6W6W6W6W6W6W S0° 00' 00"E 400.00'1.1%2.0%4.7%GRATE INLET - TYPE ATOP=14.60'GRATE INLET - TYPE ATOP=12.83'GRATE INLET - TYPE ATOP=13.00'GRATE INLETTOP=13.37'2.00%GRADE BREAK HIGH POINT HIGH POINT HIGH POINTHIGH POINT14.02 E13.81 E13.96 E13.91 E13.75 E13.49 E13.55 E13.60 E13.60 E13.71 E13.84 E0.33%0.53%0.27%0.42%2.5%0.59%EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025GRADING PLAN NEC7.2GRADING PLAN NE0010'20'1" = 10'GRADING LEGEND -NW, NE, SW, SEPROPERTY LINEEXIST CONTOURPROP CONTOURSIDEWALKXX.XX SWGRADE BREAKXX.XX GBGUTTER FLOWLINEXX.XX GFTOP OF CURBXX.XX TCTOP OF PAVEMENTXX.XX TPFLOW LINEXX.XX FLNEW STRUCTUREDETENTION POND BERMGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION PONDRIVER ROCKPROP SWALEREFER TO SHEET C7.1MATCHLINE "A"REFER TO SHEET C7.4MATCHLINE "C" W. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)SOUTH 6TH STREET(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2-3:1 - 3 : 1 -3:1 -3:1-3:1 -3 :1GRATE INLET - TYPE ATOP=14.33'GRATE INLET - TYPE ATOP=14.16'GRATE INLET - TYPE ATOP=13.74'0.60%2.75%2.75%0.60%0.60%0.60%1.00%0.90%1.39%15' WIDE EMERGENCY OVERFLOW(GRASSED) TOP = 13.5013.0' TOP OF BERM13.0' TOP OF BERM 13.0' TOP OF BERM13.0' TOP OF BERM13.0' TOP OF BERM 0.67%0.70% 1.00%1.00% 1.80%8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WN90° 00' 00"W 592.00'-3:1 GRADE BREAKHIGH POINTHIGH POINTGRADE BREAK13.0' TOP OF BERM-3:113.31 E13.20 E13.47 E13.19 EEXISTING GRATE INLETTOP=12.66'EXISTING GRATE INLETTOP=13.15'EXISTING GRATE INLETTOP=12.59'12.50 E13.44 E13.55 E0.30%0.30%0.28%0.23%EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.CONCRETE FLUME @ 0.1% SLOPE PERHARRIS COUNTY REGULATIONS.REFERENCE SHEET C10.5 FOR DETAILS.REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025GRADING PLAN SWC7.3GRADING PLAN SW0010'20'1" = 10'GRADING LEGEND -NW, NE, SW, SEPROPERTY LINEEXIST CONTOURPROP CONTOURSIDEWALKXX.XX SWGRADE BREAKXX.XX GBGUTTER FLOWLINEXX.XX GFTOP OF CURBXX.XX TCTOP OF PAVEMENTXX.XX TPFLOW LINEXX.XX FLNEW STRUCTUREDETENTION POND BERMGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION PONDRIVER ROCKPROP SWALEREFER TO SHEET C7.4MATCHLINE "D"REFER TO SHEET C7.1MATCHLINE "B" GRATE INLET - TYPE ATOP=13.99'GRADE BREAK GRADE BREAK S. 4TH STREETW. FAIRMONT PKWY(CALLED 60' R.O.W.)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 10232530750002 &0232540760001HIGH POINT 2.0% 2.0% 1.0% -3:1 -3:1 0.75%0.75%5.00%GRATE INLET - TYPE ATOP=13.54'GRATE INLET - TYPE ATOP=13.59'1.00%1.00% 0.75% 1.00%1.00% 0.75% 0.75%15' W IDE EMERGENCY OVERFLOW (GRASSED) TOP = 12 .50GRATE INLET - TYPE ATOP=14.64'14.5 ' TOP OF BERM14.5' TOP OF BERM14.5' TOP OF BERM14.5' TOP OF BERM0.75%4.17%2.57%0.50%1.68%1.92%1.45%0.60%1.45%0.60%6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6W6W6W6W12W12W12W12WGRADE BREAK- 3 : 1 ???-3:1GRATE INLET - TYPE ATOP=15.38'0.5% 0.5%2.0%GRATE INLETTOP=13.43.1%GRATE INLET - 1'X 1'TOP=14.00'HIGH POINT HIGH POINT 2.0% -3:1 0.75% -3:1 -3:1 13.61 E13.57 E12.48 E0.25%0.73% 1.28%EXISTING GUTTER LINE SHALLMATCH EXISTING EDGE OFPAVEMENT ELEVATIONS.CONCRETE FLUME @ 0.1% SLOPE PERHARRIS COUNTY REGULATIONS.REFERENCE SHEET C10.5 FOR DETAILS.3:1 SIDESLOPES3:1 SIDESLOPESBOTTOM OF PONDEXISTING GROUNDPOND OUTLET STRUCTUREREFERENCE SHEET C10.6FOR DETAILSREVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025GRADING PLAN SEC7.4GRADING PLAN SE0010'20'1" = 10'GRADING LEGEND -NW, NE, SW, SEPROPERTY LINEEXIST CONTOURPROP CONTOURSIDEWALKXX.XX SWGRADE BREAKXX.XX GBGUTTER FLOWLINEXX.XX GFTOP OF CURBXX.XX TCTOP OF PAVEMENTXX.XX TPFLOW LINEXX.XX FLNEW STRUCTUREDETENTION POND BERMGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION PONDRIVER ROCKPROP SWALEREFER TO SHEET C7.3MATCHLINE "D"REFER TO SHEET C7.2MATCHLINE "C"ELEV. = 12.62'10 YR WSELEV. = 11.33'2 YR WSELEV. = 10.46'100 YR WSSECTION B-B"B""B" GRATE INLET - TYPE ATOP=13.99'GRADE BREAK GRADE BREAK S. 4TH STREETW. FAIRMONT PKWY(CALLED 60' R.O.W.)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 10232530750002 &0232540760001HIGH POINT 2.0% 1.8% 1.0% -3:1 -3:1 -3:1 0.75%0.75%5.00%GRATE INLET - TYPE ATOP=13.54'GRATE INLET - TYPE ATOP=13.59'1.00%1.00% 0.75% 0.75% 1.00%1.00% 0.75% 0.75%15' W IDE EMERGENCY OVERFLOW (GRASSED ) TOP = 12 .50GRATE INLET - TYPE ATOP=14.64'14.5 ' TOP OF BERM14.5' TOP OF BERM14.5' TOP OF BERM14.5' TOP OF BERM0.75%4.17%2.57%0.50%1.68%1.92%1.45%0.60%1.45%0.60%6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6W6W6W6W6W12W12W12WGRADE BREAK- 3 : 1 -3:1-3:1-3:1 -3:1 GRATE INLET - TYPE ATOP=15.38'0.5% 0.5%2.0%1.3%GRATE INLETTOP=13.40.0%GRATE INLET - 1'X 1'TOP=14.00'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025GRADING PLAN SEC7.4AGRADING PLAN SE ALT 10010'20'1" = 10'GRADING LEGEND -NW, NE, SW, SEPROPERTY LINEEXIST CONTOURPROP CONTOURSIDEWALKXX.XX SWGRADE BREAKXX.XX GBGUTTER FLOWLINEXX.XX GFTOP OF CURBXX.XX TCTOP OF PAVEMENTXX.XX TPFLOW LINEXX.XX FLNEW STRUCTUREDETENTION POND BERMGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION PONDPROP SWALEREFER TO SHEET C7.3MATCHLINE "D"REFER TO SHEET C7.2MATCHLINE "C" 8SA 8SAOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE24ST18ST8ST18STOEOEOE30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA30SA6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W6WOEOEOEOEOEOEOEOEOEOEOEOEOE24ST24STOEOEOEOEOEOEOEOEOEOE24ST18ST18ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STOEOEGGGG24ST24ST12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W6W6W6W6W6WGMGMGMN90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'N0° 00' 00"E 400.00'EXISTING CITY HALL24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STW I STS 6TH ST W FAIRMONT PKWYS 4TH STDA-3DA-2DA-1POINT OF ANALYSIS 3STORM MANHOLEPOINT OF ANALYSIS 1CURB INLET WITH GRATESPOINT OF ANALYSIS 2CURB INLET WITH GRATESEXISTING DRAINAGE AREA MAP0030'60'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025EXISTING DRAINAGE AREAMAPC8.0EXISTING CONDITIONS - EQUATIONS FOR SITE RUNOFF CURVES 3.3.5DRAINAGE AREAACREIMPERVIOUSCOVER (%)2-YR PEAKFLOW(CFS)10-YRPEAKFLOW(CFS)100-YRPEAKFLOW(CFS)500-YRPEAKFLOW(CFS)DA-12.18653.706.1010.2314.37DA-20.98431.662.744.606.46DA-33.68305.168.4715.1021.36BOUNDARY AREA FORNEW DEVELOPMENTLEGENDBOUNDARY AREA FORRE-DEVELOPMENTNOTE:EXISTING IMPERVIOUS COVER (SHOWN ON THIS SHEET) = PARKING LOT, BUILDING,SIDEWALK ETC. WITHING RE-DEVELOPMENT AREAPROPOSED IMPERVIOUS COVER (SHOWN ON SHEET C8.1) = PARKING LOT WITHINRE-DEVELOPMENT AREA.DRAINAGE AREAS PROPOSED DETENTION POND 1PROPOSED DETENTION POND 2NEW CITY HALL BUILDINGFF = 17.00' = 100.00'24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24ST24STW I STS 6TH ST W FAIRMONT PKWYS 4TH STDA-3DA-2DA-1POINT OF ANALYSIS 3STORM MANHOLEPOINT OF ANALYSIS 1CURB INLET WITH GRATESPOINT OF ANALYSIS 2CURB INLET WITH GRATESPROPOSED DRAINAGE AREA MAP0030'60'PROPOSED DRAINAGE AREAMAPC8.1POND 1 VOLUMECALCULATIONSELEVATION (FT)AREA(sq. ft.)AVERAGEAREA (sq.ft.)DEPTH DIFF.(ft.)STORAGE(ac. Ft.)SUMMEDSTORAGE (ac.Ft.)8.150000.0000912866420.850.0080.008103099515210.0490.0571146201150310.0880.1451262341622010.1240.2691378772111910.1620.4311495772614110.2000.63114.510449300300.50.1150.746Pond 1 - Results Summary TableRain Event2-YRPEAKFLOW(CFS)10-YRPEAKFLOW(CFS)100-YRPEAKFLOW(CFS)500-YRPEAKFLOW(CFS)Peak Inflow (CFS)3.95.59.614.9Peak Discharge (CFS)3.24.79.213.9Max. Water SurfaceElevation (ft)10.3511.2012.3412.85Pond 2 - Results Summary TableRain Event2-YRPEAKFLOW(CFS)10-YRPEAKFLOW(CFS)100-YRPEAKFLOW(CFS)500-YRPEAKFLOW(CFS)Peak Inflow (CFS)4.46.811.015.8Peak Discharge (CFS)2.53.36.28.2Max. Water SurfaceElevation (ft)10.4611.3312.6213.00REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PROPOSED CONDITIONS - EQUATIONS FOR SITE RUNOFF CURVES 3.3.5DRAINAGE AREAACREIMPERVIOUSCOVER (%)2-YRPEAKFLOW(CFS)10-YRPEAKFLOW(CFS)100-YRPEAKFLOW(CFS)500-YRPEAKFLOW(CFS)DA-11.74853.976.049.8413.82DA-20.25850.570.871.411.98DA-35.16854.676.2411.5519.13POND 2 VOLUMECALCULATIONSELEVATION (FT)AREA(sq. ft.)AVERAGEAREA (sq.ft.)DEPTHDIFF. (ft.)STORAGE(ac. Ft.)SUMMEDSTORAGE(ac. Ft.)8.57000009641641.000.430.0020.002102599430,716.5010.2350.237112825081,342.5010.6220.860123057588,215.6010.6751.535133296895,293.0010.7292.264BOUNDARY AREA FORNEW DEVELOPMENTLEGENDBOUNDARY AREA FORRE-DEVELOPMENTDRAINAGE AREAS W I STS 6TH ST W FAIRMONT PKWYS 4TH STPROPOSED DETENTION POND 1PROPOSED DETENTION POND 2DAEX 02DAEX 03DAEX 04DAEX 05DA-E1DA-E1aS 5TH ST S 4TH ST S 6TH ST W I STEXIST GAS LINEPROPOSEDGRATE INLET A1PROPOSEDGRATE INLET A2PROPOSEDGRATE INLET A3PROPOSEDGRATE INLET A4PROPOSEDGRATE INLET A5PROPOSEDGRATE INLET B2PROPOSEDGRATE INLET B1PROPOSEDGRATE INLET C4PROPOSEDGRATE INLET C3PROPOSEDGRATE INLET C2PROPOSEDGRATE INLET C1PROPOSEDGRATE INLET C5PROPOSEDGRATE INLET E1.2PROPOSEDAREA INLET F1AOUTPROPOSEDJUNCTION JBTEE A5PROPOSEDGRATE INLET E2PROPOSED JUNCTION BOXJB D0EXISTING CURB INLETEX 02PROPOSEDGRATE INLET D5PROPOSEDJUNCTION BOX D1PROPOSEDGRATE INLET D1PROPOSEDGRATE INLET D7PROPOSEDJUNCTION BOX D3DA-A1DA-A2DA-A3DA-A4DA-TEEA1-2DA-D5DA-TEEA3-5DA-A5DA-B2DA-B1DA-C1DA-C2DA-C3DA-C4DA-C5DA-TEEE1-2DA-TEEE3-4DA-TEEE5-7DA-E7DA-D9DAEX 02DA-D1DA-D6DAEX 01DA-E1.3DA-E1.1DA-D7DA-D8DAEX 01DA-E2DA-E1.2DA-F1BOUTCOUTPROPOSEDJUNCTION BOX D4PROPOSEDJUNCTION BOXJB E6PROPOSEDJUNCTION BOXJB E7PROPOSEDJUNCTION BOXJB TE2PROPOSEDJUNCTION BOXJB TE1PROPOSEDJUNCTION BOXJB TE3PROPOSEDJUNCTION BOXJB TE4PROPOSEDJUNCTION BOXJB TE4.5PROPOSEDJUNCTION BOXJB TE5PROPOSEDJUNCTION BOXJB TE6PROPOSEDJUNCTION BOXJB TE7PROPOSEDJUNCTION BOXJB TEE E2PROPOSEDJUNCTION BOXJB TEE E1PROPOSEDJUNCTION JBTEE A4PROPOSEDJUNCTION JBTEE A3PROPOSEDJUNCTION JBTEE A2PROPOSEDJUNCTION JBTEE A1PROPOSEDGRATE INLET D9PROPOSEDGRATE INLET D8PROPOSEDJUNCTION BOX E5PROPOSEDGRATE INLET E6PROPOSEDJUNCTION BOX E4PROPOSEDJUNCTION BOX E3PROPOSEDCURB INLET E1.1PROPOSEDCURB INLET E1.3PROPOSEDGRATE INLET E1aPROPOSEDGRATE INLET E1EXISTINGGRATE INLET 05EXISTINGGRATE INLET 04EXISTINGGRATE INLET 03EXISTINGGRATE INLET 02POINT OF ANALYSIS A-OUTAT DOWNSTREAM OUTFALLFROM EXISTING CURB INLET E1PROPOSEDGRATE INLET D6PROPOSEDJUNCTION BOX D518STEXISITINGCULVERT 01FOUTDA-2POINT OF ANALYSIS 2 EXISTING CURB INLETSTORM DRAINAGE AREA MAP0030'60'REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM DRAINAGE AREAMAPC8.2DRAINAGE AREABOUNDARYLEGENDOVERLAND SHEET FLOWTIME OF CONCENTRATIONSHALLOW CONCENTRATED FLOWTIME OF CONCENTRATIONCHANNEL FLOWTIME OF CONCENTRATION REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM DRAINAGE AREACALCULATIONSC8.3 N90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'DUMPSTER ENCLOSURESEE STRUCTURAL PLANSFOR ENCLOSUREFOUNDATION DETAILSINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACECONCRETE STEPS.SEE GRADING PLAN FORELEVATION INFORMATIONINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACEINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACEPROPOSED ADA RAMPSPROPOSED ADA RAMPSPROPOSED MECHANICALYARD FOUNDATION.SEE STRUCTURAL PLANSFOR DETAILSS. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 1PROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.50W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)BLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &0232540760001REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PAVING PLANC9.0PAVING PLANPAVING PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURNEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION POND BERM0020'40'1" = 20' N90° 00' 00"E 592.00'S0° 00' 00"E 400.00'N90° 00' 00"W 592.00'DUMPSTER ENCLOSURESEE STRUCTURAL PLANSFOR ENCLOSUREFOUNDATION DETAILSINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACECONCRETE STEPS.SEE GRADING PLAN FORELEVATION INFORMATIONINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACEINSTALL THICKEND EDGEAT CONCRETE/ASPHALTINTERFACEPROPOSED ADA RAMPSPROPOSED ADA RAMPSPROPOSED WATER FEATURE.SEE MEP AND ARCHITECTURALPLANS FOR DETAILSPROPOSED MECHANICALYARD FOUNDATION.SEE STRUCTURAL PLANSFOR DETAILSPROPOSED TIME CAPSULE AND MONUMENT SEE MEP AND ARCHITECTURALPLANS FOR DETAILSS. 4TH STREET WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)WEST I STREET(CALLED 60' R.O.W.)(PLATTED AS SOUTH I STREET)(CALLED 60' R.O.W.)PROPOSED EXTENDEDDETENTION POND 2PROPOSEDLA PORTE CITY HALLTOTAL SF: 34,950FF = 17.00 = 100.00'#OF STORIES = 2 STORYPROPOSEDDETENTIONPOND 1PROPOSEDMECHANICALEQUIPMENTENCLOSUREFF = 16.50W. FAIRMONT PKWYW. FAIRMONT PKWY(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)(CALLED 80' R.O.W.)(PLATTED AS SOUTH "J" STREET)BLOCK 176 AND BLOCK 175 LA PORTEHARRIS COUNTY ACCOUNT NUMBER:0232530750002 &0232540760001REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 SITEW. FAIRMONT PKWYSTATE HWY 146 PAR K D R I V ELITTLE CEDAR BAYOUW. MAIN STREETTAYLOR BAYOU W. FAIRMONT PKWYLOCATION MAPNOT TO SCALECOPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PAVING PLANC9.0APAVING PLAN ALT.PAVING PLANLEGENDPROPERTY LINEEXIST CONTOURPROP CONTOURNEW STRUCTUREDETENTION PONDGRASSCONCRETE (4 INCH)CONCRETE (5 INCH)CONCRETE (7 INCH)CONCRETE (8 INCH)DETENTION POND BERM0020'40'1" = 20' REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PAVING DETAILSC10.01.00' 1.00' REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PAVING DETAILSC10.1 REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025PAVING DETAILSC10.2 REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025WATER DETAILSC10.34' MIN.WATERMAINWATERMAINWATER/STORM DRAIN CROSSING DETAILFINISHED GRADEPVC PVCPVCPVCPVC4' MIN.N.T.S.15 L.F. R.L. EACH WAY2 x 1/8 Bend, MJ4-Retainer Glands4-Retainer Glands2 x 1/8 Bend, MJ15 L.F. R.L. EACH WAY2' MIN.24" PVC CASING STORM PIPES1' MIN1' MIN5' REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025SANITARY SEWER DETAILSC10.4 REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM SEWER DETAILSC10.55.00' MIN.2.50'0.5'18" TOE DOWN(ALSO AT FLUME ENDS)#3 BARS @ 12" O.C.E.WEXPANSION JOINTS AT 60' O.C.28-DAY CONCRETE STRENGTH = 3000 PSI14DRAINAGE FLUME DETAILN.T.S. REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025STORM SEWER DETAILSC10.6PROPOSED 30" R.C.P. PIPE#4 BARS @ 9" O.C.E.W. (TYP)PROPOSED 10" ORIFICE #3 @ TOP OF BOXFL IN = 8.65'(ORIFICE #1)FL IN = 10.80'(ORIFICE #2)4.0'4.0'9" Ø0.5'0.5'1'-7"0.5'1' - 8"4.0'0.5'0.5'1'-7"0' - 10"0' - 10"PROPOSED 10" ORIFICE @ TOP OF BOXFL IN = 8.65'(ORIFICE #1)FL IN = 10.80'(ORIFICE #2)30" R.C.P. @ 0.5%FL OUT = 8.62'#4 BARS @ 9" O.C.E.W. (TYP)#4 BARS @ 9" O.C.E.W. (TYP)4.0'3.0'TOP OF BOX = 12.15'TOP OF BOX = 12.15'9" Ø3.0'3.0'10" Ø3.0' REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025SW3P DETAILSC10.7 REVISION PHONE: (979) 846-6212 1555 GREENS PRAIRIE RD KCI TECHNOLOGIES, INC. COLLEGE STATION, TX 77845 REGISTRATION #F-10573 / #101943-65 100% CONSTRUCTION DOCUMENTS604 W FAIRMONT PKWY, LA PORTE, TX 77571 LA PORTE CITY HALL BUILDING DATENO. BRW PROJECT NUMBER PM/DIRECTOR, ARCH. OF RECORD PRIMARY DRAWER(S), GP/AM APRIL 15, 2025 DRAWN BY DATE CHECKED BY 223096.00 COPYRIGHT © 2023 BROWN REYNOLDS WATFORD ARCHITECTS, INC.04/17/2025TRAFFIC CONTROLDETAILSC10.8