HomeMy WebLinkAbout7 ELEVEN (1103 SPENCER HWY) SITE PLANENGINEER'S CERTIFICATIONFLOOD PLAIN STATUSFLOOD CONTROL DISTRICT CRITERIADESCRIPTION OF PROPERTYHCED SIGNATURE BLOCK COMMERCIAL / OTHER SITE DRAINAGEWATER AND WASTEWATERHARRIS COUNTYENGINEERING DEPARTMENTREVIEW SHEETHARRIS COUNTY FLOOD CONTROL DISTRICTENGINEERING DIVISIONPAVINGDRIVEWAYS (in H.C. ROW only)TRAFFIC CONSIDERATIONS RESIDENTIAL / SUBDIVISION DRAINAGE1.3.4.5.2.7.8. CURBING FIRE APPARATUS ACCESS ROADCURB RAMPS 11.*6.STORMWATER QUALITY WORK IN HCFCD RIGHT-OF-WAY9.LANDSCAPING 12.PERMITS REQUIRED10. WORK IN HARRIS COUNTY R.O.W.FOR PROJECTS LOCATED IN ANY FLOODPLAINDevelopment constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas forFloodplain Management.No net fill is allowed in the flood plain and no fill is allowed in the floodway.FOUNDATION NOTES: (Applies to only buildings or building additions requiring a class II permit)All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated inaccordance with Section 4.05 of Harris County Floodplain regulations.Any electrical circuit serving a light switch or outlet located below the base (100-year) flood elevation shall be dropped from above and be on aseparate breaker.All materials used below the (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved inaccordance with FEMA Technical Bulletin 1-08 for foundation openings.Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2%flood elevation, or 24 inches above the crown of the adjacent road, which ever results in a higher elevation.Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters.Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible.A completed as-built certificate must be submitted after the structure is complete and before it is occupied.The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met.No fill may be used to elevate structures in the 1% or 100yr flood plain. Structures may be constructed on an open foundation, such as piers, or oncontinuous foundation walls with properly sized and located openings. All foundations are required to be designed by a registered professionalengineer.All structures shall be designed to withstand a three second gust basic wind speed of 120mph.Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured or sub-floor is installed and before the framingstarts, and a third is required once construction is finished. *(PER CURRENT FIRM PANEL) to the Harris County Engineering Department, 10555Northwest Freeway, Suite 120, Houston, TX 77092IF YES, CHECK THE BOX THAT APPLIES TO THIS PROJECTTO BE FILLED OUT BY HARRIS COUNTYNOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BEACCURATELY SHOWN & LABELED ON THE SITE PLANS.NOTE: SEPTIC SYSTEMS REQUIRE H.C. WASTE WATER REVIEWNOTE: PUBLIC UTILITIES REQUIRE A LETTER FROM THE DISTRICT/MUNICIPALITY AUTHORIZING SERVICE & CONNECTION.THIS IS REQUIRED FOR PLAN APPROVAL.NOTE: ALL ROADSIDE DITCH OUTFALLS REQUIRE EROSION CONTROL MEASURES.RIPRAP IS NOT ALLOWED AS AN EROSION CONTROL MEASURE IN HARRIS COUNTY ROW.ALL PUMPED DETENTION OUTFALLS TO ROADSIDE DITCHES REQUIRE MANHOLE W/ LEADS.DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDEALL VIOLATION NUMBERS.DESIGNTHICKNESSOF PAVINGSTABILIZEDSUBGRADEDEPTHDESIGNSTRENGTHOF CONCRETESTEEL SPACINGLONG. TRANS.(IN.) (IN.) (PSI)(IN.) (IN.)NOTE: ALL APPROVED, FINAL PLATS AND ASSOCIATEDCPC101 FORMS MUST BE INCLUDED WITH PLAN SUBMITTAL.OFFSITE SHEET FLOW: (100 YEAR)OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, ANDDESIGN ACCOMODATIONS ARE SHOWN ON SHEET C9.0 AND C9.1TOTAL ACREAGE = 1.04TOTAL DISCHARGE = 3.3 CFSNOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BEIDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNINGENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED.NOTE: A COPY OF TCEQ APPROVAL FOR PRIVATE WATER &WASTE WATER SYSTEMS IS REQUIRED FOR PLAN APPROVAL.BENCHMARK REQUIREMENTS FORPROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONSWhen the County Engineer has determined that a new benchmark will be required to be established forthe proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of theHarris County Infrastructure Regulations.Is a new Benchmark required for this project? (to be determined by Harris County) [__] yes [__] noIf a new Benchmark is required, the proposed benchmark information is shown on sheets ____NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBMITTED TOTHE HARRIS COUNTY FIRE PROTECTION GROUP FOR REVIEW ANDPERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVILREIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FORTHE FIRE PROTECTION SYSTEMS.(#4 MIN.)REINFORCESTEELSIZEN/ADennis Todd Miller 2019.05.13 08:16:15 -05'00'Digitally signed by Greg Kohnen DN: cn=Greg Kohnen, o=Harris County, ou=Harris County - Permits, email=greg.kohnen@hcpid.org, c=US Date: 2019.05.13 11:22:00 -05'00'
CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
Lighting and glare
Radiation and electrical emissions
Smoke
Odors
Explosives
Noise
CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
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CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
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CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
CALLED 2.3754 ACRES
TIMM 8HL LLC ETAL
RP-2017-186011
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05.15.191103 Spencer Hwy, La Porte, TX 77571NITHIN BRICK
PAINTED WHITE
THIN BRICK
ACME
MUSHROOM BROWN