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Swt.atla ■ 5501 t— DT., Salta 500 Aa ranee 1 71f ea MI M r.>c ns ee, vrlB -SE CfA~A\1 ■ i P'���11� MTHwAa&E1pT f 96408 tti!cbcao -.6f 1`yF�YrN � �> 10/II/2019 ■�i ➢PAINAGE CALUUTIGNS PND SIGNATIIfl ES SP-3 ■ • Me: 08/19/19 Project No.: 1502-029 Revisions No. Date Description PA VING (FOR H.C. PUBLIC R.O.W. ONLY) DESIGN THICKNESS OF PAVING STABILIZED SUBGRADE DEPTH DESIGN STRENGTH OF CONCRETE STEEL SPACING REINFORCE STEEL SIZE LONG. TRANS. (IN.) (IN.) (PSI) (IN) (IN) (44 MIN.) 5 6 3500 24 24 4 6 6 3500 18 18 4 7 6 3500 12 12 4 DRIVEWAYS (in H.C. ROW only) I. NUMBER OF DRIVEWAY APPROACHES PROPOSED INCLUDE WIDENING OR RFPAVIN(, FYICTIN(, nRIVFWAYq AC WFI I Aq NFW nRIVFWAYq DRWY WIDTH MATERIAL CULVERT? CULVERT LENGTH NEAREST X-STREET DIST. TO X-STREET 1 30 CONC. NO N/A SPENCER HWY 340 2 55 CONC. NO N/A SENS RD 193 3 32 CONC. NO N/A SENS RD 477 4 5 RESIDENTIAL / SUBDI VLSION DRAINAGE STORM SEWER ROADSIDE DITCH ❑ L IMPACT DEVELOPMENT (LID) ❑ CITY OF ❑ OTHER: YEAR FREQUENCY ❑ DETENTION PONDXLP VED H.C. PRJ NO _DETENTION PONDED BY:❑ HCFCD DRAINAGEIT NO.:❑ H.C. ROADSIDE DIO NAME):❑ H.C. STORM SEWEROVE H. PRJ NO.):IV. H.C. OUTFACE CALCUII. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET C-8.00 ❑ROADSIDE DITCH OUTFAALLOWABLE OUTFACE R00 x LF Frontage = (CFS) FIRE APPARATUS ACCESS ROAD PROPOSED OUTFALL R(CFS), CAL LATIONS PROVIDED ON SHEETN REQUIRED AND SHOWN ON SHEETS) C-1.30 ❑STORM SEWER OUTFAC❑ NOT REQUIRED DUE TO CAPACITY ALLOCATED TT FROM D. A. MAP: (CFS) FROM DRAINAGE AREAATED: CURBING PREPARED BY: APPROVED H.C. PRO CT NO.: I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING ACTUAL OUTFALL E: __ (CFS), CALCULATIONS PROM D ON SHEET II. N STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS V. DETENTION P OVIDED BY TRAFFIC CONSIDERATIONS I. MEDIAN CUTS N NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET II. LEFT / RIGHT TURN LANE N NO LEFT / RIGHT TURN LANE IS PROPOSED ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW N TRAFFIC CONTROL SHOWN ON SHEET C-8.00 IV. TRAFFIC SIGNAL ❑ NO TRAFFIC SIGNAL IS EXISTING / PROPOSED N EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET C-1.00 ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. TRAFFIC IMPACT ANALYSIS - 0 NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: PLAN TITLE: _ HCPID PROJECT NO.: 7. ❑ DETENTION B IN IS PART THIS PLAN SET. SERVICE AREA MAP IS N ❑ REGIONAL ENTION BASIN SYSTEM (APPROVED H.C. PRJ NO.): _ PRO SED STORM SEWER IS SUBMERGED (AGREEMENT MUST BE PROV ST IC W.S.E. 0 OUTFALL IS _. SHEET OFFSITE SHEET FLOW: (100 YEAR) OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, AND DESIGN ACCOMODATIONS ARE SHOWN ON SHEET OR, AS PRESENTED IN THE APPROVED DRAINAGE STUDY ENTITLED TOTAL ACREAGE _ TOTAL DISCHARGE _ NOTE: ALL OFFSITE SHEET FLOW FROMADJA CENT PROPERTIES MUST BE IDENTIFIED AND PROPERLYACCOUNTED FOR IN THE PROJECT. THE SIGNING ENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEENADDRESSED. FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DRAINAGE AREA = ACRES MAX BASIN DRAIN TIME (100-YR EVENT) = HOURS RAINFALL EVENT PR ILr1Y PRE -DEVELOPED PEAK RUNOFF CFS POST -DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEVATI PEAK STORAGE VOLUME AC- STORAGE RATE AC -FT PER AC 50% IXCEEDANCE (2- ) 10% IXCEEDANCE (10-YEAR) 1% EXCEEDANCE (100-YEAR) ADDITIONAL CRITERIA FOR PU D DETENTION BASINS: VOLUME OF PUMPED 1% EXCEEDANC STORAGE VOLUME = _AC -FT % OF MAXIMUM DESIGN OUTFLOW VELOCr1Y 1 0 HCFCD CHANNEL = FT./SEC. DRAIN TIME FOR BASIN = HOURS BASED ON ST MWATER DRAINAGE DESIGN R C REPORT TITLE REPORT DATE E�MJNNEERING FlRM DATE OF ACCEPTANCE 13Y HCFCD OR FLOODPLAIN AD GEOTECHNICAL REPORT TITLE RT HCFCD PROJECT # REPORT REPORT DATE ENGINEERI FIRM DATE OF ACCEPTANCE BY HCFCD HCFCD PROJEC # STORMWATER DETENTION FOR THE PROP SED WORK CONTAINE IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TfIl.E ENGINEERING FIRM DATE SIGNED BY HCFCD HCFCD PROJECT # II. HCFCD STANDARD NOTES: E SHEET _ OF THESE PLANS. III. HCFCD STANDARD D ILS: SEE SHEET OF THESE PLANS. IV. REFER TO PLAN EFTS FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATIO AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NU ERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP ETC AND GRANTEE e.. COH HCFCD PUBLIC TXDOT ETC. NOTES: I. COMP ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. Q II. COM ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR OPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. OMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. HEAD CONDITIONS. 3. COMMERCIAL / OTHER SITE DRAINAGE I. PROPOSED DRAINAGE AREA N NEW DEVELOPMENT AREA: 5.42 AC ❑ RE -DEVELOPMENT AREA (NET NEW DEVELOPED AREA): ❑ LOW IMPACT DEVELOPMENT (LID) II. DETENTION VOLUME * ❑ .65 (CHANNEL) * ® .75 (STM SWR) NEW AREA_5�2_A.QX * = 3.5ACRE FEET * ❑ 1.00 (RD. DITCH) DETENTION REQUIRED * ❑ OTHER: PROPOSED DETENTION VOLUME = 3.66 - ACRE FEET PROPOSED DETENTION VOLUME CALCULATIONS ARE SHOWN ON SHEET C-3.00 TENTION VOLUME PROVIDED BY EXISTING DETENTION POND 'PROVED H.C. PROJECT NO.: TENTION POND SERVICE AREA MAP IS PROVIDED ON SHEET 6. STORMWATER QUALITY 4. WATER AND WASTEWATER .5. DESCRIPTION OF PROPERTY I. SWPPP: CONSTRUCTION MEASURES. (Complete for ALL projects) I. LEGAL DESCRIPTION I. COMMERCIAL PROJECTS A. ACREAGE: 5.42 AC. ® DISTURBS >1AC. SITE PLAN &DETAILS ON SHEET(S) C-6.00 & C-6.10 DOES PROPERTY HAVE EXISTING AND/OR PROPOSED UTILITIES? B. ®SUBDIVISION: TOWN OF LA PORTE ❑ DISTURBS <1AC. N/A ®YES ❑ NO II. APPLICABILITY FOR PERMANENT FEATURES. (must be completed on all projects) IF YES, CHECK THE BOX THAT APPLIES TO THIS PROJECT ❑ SURVEY & ABSTRACT: EXEMPT NEW DEVELOPMENT: ® PUBLIC WATER & SANITARY ❑ PROJECT IS ON A PARCEL (A COMMON PLAN OF DEVELOPMENT) LESS THAN 5 ACRES. ❑ PRIVATE WATER WELL & SEPTIC SYSTEM (must be verified with plat) ❑ PUBLIC WATER & PRIVATE SEPTIC SYSTEM C. ADJACENT ROADS: SENS ROAD AND SPENCER HIGHWAY EXEMPT REDEVELOPMENT: ❑ PRIVATE WATER WELL & PUBLIC SANITARY ❑ PROJECT DOES NOT MEET THE DEFINITION OF SIGNIFICANT REDEVELOPMENT (Part A, Sec. 2.39 of Regulations of Harris County, Texas for Stormwater Quality Management) NOTE: PUBLIC UTILITIESREQUIREA LETTER FROM THE DISTRICT/ II. PLATTING 1. EXEMPT GRANDFATHERED: MUNICIPALITY AUTHORIZING SERVICE & CONNECTION. THIS IS REQUIRED FOR PLANAPPR0VAL. SUBDIVISION PLAT B. STREETS PROPOSED ❑ PROJECTS DRAINAGE TIES DIRECTLY INTO AN EXISTING DRAINAGE SYSTEM PRIOR TO UTILITY DISTRICT/MUNICIPALITY NAME: PORTE, TX PROPOSED PLAT EPLAT ® /� ❑ PUBLIC OCTOBER 1, 2001. NOTE: SEPTIC SYSTEMS REQUIRE H.C. WASTE WATER REVIEW ❑RECORDED PLAT /REPEAT ❑ PRIVATE ❑ PUBLIC &PRIVATE (FOR VERIFICATION: PROVIDE ORIGINAL DRAINAGE AREA MAP INCLUDING CALCULATIONS) III. OUTFALL H.C. SEPTIC PERMIT/REQUEST NO. PLAT NAME: ® NONE GENERAL: OUTFALL TO ❑ H.C. ROADSIDE DITCH N EXISTING H.C. STORM SEWER ❑ OTHER ❑ ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE: 0.0027 x _ LF Frontage = (CFS) PROPOSED OUTFALL RATE: __ (CFS), CALCULATIONS PROVIDED ON SHEET N STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: _ 6.66 (CFS) FROM DRAINAGE AREA MAP DATED: 3/6/1991 EL TORO MEXICAN RESTAURANT - LA PORTE ® PROJECT'S SWQ REQUIREMENTS FALL WITHIN THE JURISDICTION OF: CITY OF LA PORTE III. JURISDICTIONS ❑STORMWATER QUALITY PERMIT REQUIREMENT IS COVERED BY AN EXISTING SWQMP WITHIN ® CITY OF LA PORTE PROJECT TITLE: ❑ ETJ, CITY OF HOUSTON HARRIS COUNTY PROJECT NO. & SWQ PERMIT NO. ❑ NO CITY OF STORMWATER QUALITY MANAGEMENT PLAN: ❑ NO ETJ ❑ SITE PLAN ON SHEET(S) PREPARED BY: NOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BE IV. HCAD ACCOUNT NOS. (ALLi KEY MAP PAGE 539Z,'540W APPROVED H.C. PROJECT NO.: ACCURATELYSHOWN&LABELED ONTHE SITE PLANS . III. PERMANENT SWQ FEATURES. (COMPLETE IF NOT EXEMPT) Ar`TI lel nI ITFAI I GATE• 9.14 (rwzl rA1 r1 II ATIOM(Z PRnvinFn t'1N CI-IFF-r C-3.10 _- . UMPED DETENTION FACILITIES VOLUM GRAVITY FLOWS: CRE FEET VOLUME THAT IS ACRE FEET ENTRANCE VELOCITY INTO RO OR STORM SEWER: PUMP SPECIF S AND AUTOMATIC SHUTOFF P ROADSIDE DITCH & EWER OUTFALLS APPEAR ON SHEET V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: 24-INCH RESTRICTOR PIPE SIZE: 8-INCH NOTE: ALL ROADSIDE DITCH OUTFALLS REQUIRE EROSJOA' CONTROL MEASURES. RIPRAP IS NOT ALLOWED AS ANEROSION CONTROL MEASURE IN HARRIS COUNTY ROW. ALL PUMPED DETENTION OUTFALLS TO ROADSIDE DITCHES REQUIRE MANHOLE W1 LEADS. 8, FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201 CO9945L FIRM PANEL(S) DATE: JUNE 18, 2007 STATUS OF PROPERTY ON MAP N ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ LOCATED PARTIALLY OR ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. NO._ ) (1% BASE FLOOD LEVEE_) (0.2% BASE FLOOD LEVEL___) ❑ SITE REMOVED FROM FLOODPLAIN BY LOMR, LOMR-F, LOMA CASE NO. _ REVISED FLOODPLAIN IS SHOWN ON SHEET__ ELEVATION INFORMATION BENCHMARK USED ❑ HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADJ) 9. 024-083-007-0001 AND 024-083-008-0001 ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) SUBDIVISION CTS PROJ;�S DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ❑ UTILITY NICIPALITY NAME V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.) ® POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS N REQUIRED AND SHOWN ON SHEETS) C-1.40APPEAR ON SHEETS) C3.00 & C-3.10 ❑ PRIVATE WATERR SYSTEMS ❑ NOT REQUIRED ❑ HYDRODYNAMIC TYPE SEPARATOR MODEL: ❑ PRIVATE &INDIVIDUAL OSSF ❑ OTHER(S): NOTE ALL APPROVED, FINAL PLA TS AND ASSOCIA TED IDUAL WATER WELL & OSSF NOTE: A COPY OF TCEQ APPROVAL FOR PRIVATE WATER & WASTE WATER SYSTEMS IS REQUIRED FOR PLANAPPROVAL. NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBMITTED TO THE HARRIS COUNTY FIRE PROTECTION GROUP FOR Rh; VIEW AND PERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVIL REIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FOR THE FIRE PROTECTION SYSTEMS. WORK IN HCFCD RIGHT- OF- WA Y OUTFALL ❑ UTILITY CROSSING ❑ OADWAY BRIDGE / CULVERT CROSSING ❑ FI ACTIVITY ❑ RNB TION OF CHANNEL ❑ MCE❑ TYCROSSING ❑ O ❑ US ARMY CORPS NGINEERS N IONWIDE PERMIT NUMBERS _ ❑ US ARMY CORPS 0 ENGINE S INDIVIDUAL PERMITS ❑ OTHER II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ NO PERMITS REQUIRED ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL EXPLAIN: AND IN SHADED ZONE "X" ❑ PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOODPLAIN STORAGE SUMMARY (APPLIES PPLIESAONLYIN AS TOPORTIONTED OF BY LAND FIRM PANEL� WITHIN A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE MOVED OR PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): III. REFERENCE BASIS/OF OF DETERMINATION BELOW 0.2% BASE FLOOD ELEVATION (2001 ADJ.) CUBIC YARDS ❑ ENVIRONME AL CONSULTANT REPORT B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM BY DELINEATED FLOODPLAIN: REPORT LE _ BELOW 0.2% BASE FLOOD ELEVATION (2001 ADJ.) CUBIC YARDS REPORT DATE _ C. FILL AREA & VOLUME CALCULATIONS ARE SHOWN ON SHEET ❑ OTHE IV. ❑LOMR REQUIRED ❑CLOMR REQUIRED VERIFIED BY: City of La Porte is floodplain administrator CPCI01 FORMS MUST BE INCL UDED WITH PLAN SUBMITTAL. ❑ CONFORMING SUBDIVISION ❑ NON -CONFORMING SUBDIVISION ❑ PARTIALLY NON -CONFORMING SUBDIVISION 10. PERMITS REQUIRED DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDE ALL VIOLATION NUMBERS. TO BE FILLED OUT BY HARRIS COUNTY ❑ STORM WATER QUALITY ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) ❑ CIVIL SITE WORK (PHASE II PERMIT CLASS I (non-floodplain)) ❑ CIVIL SITE WORK (PHASE II PERMIT CLASS II (floodplain)) N DRIVEWAY WITH CULVERT CURB AND GUTTER 3 ❑ BUILDING PERMITS (NO. OF BUILDINGS = _) ❑ CRITICAL FACILITY ❑ SUBDIVISION INFRASTRUCTURE PHASE II (NO. OF LOTS ❑ NOTICE OF DETENTION AFFIDAVIT REQUIRED ❑ MUD MAINTENANCE AGREEMENT REQUIRED ❑ HCFCD ROW NOTIFICATION PERMIT REQUIRED NOTES: WORK IN HARRIS COUNTY R. O. W. N UTILITY WORK WATER LINE TAPS, SANITARY SEWER BORE, STORM SEWER CONNECTION AND MANHOLE ❑ LEFT TURN LANE _ N OTHER CONSTRUCTION PAVEMENT REMOVAL AND REPLACEMENT NOTES: A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eno.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. - III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL FOR PROJECTS LOCATED IN ANY FLOODPLAIN PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. Development constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas for Floodplain Management. No net fill is allowed in the flood plain and no fill is allowed in the floodway. FOUNDATION NOTES: (Applies to only buildings or building additions requiring a class ll permit) All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated in accordance with Section 4.05 of Harris County Floodplain regulations. Any electrical circuit serving a light switch or outlet located below the base (100-year) flood elevation shall be dropped from above and be on a separate breaker. All materials used below the (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved in accordance with FEMA Technical Bulletin 1-08 for foundation openings. Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2% BENCHMARK REQUIREMENTS FOR 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 token to ensure that toxic substances will not be displaced by or released into floodwaters. PROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONS 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. When the County Engineer has determined that a new benchmark will be required to be established for The County Engineer's office will post a final inspection notice on the structure once all requirements have been met. the proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of the No fill maybe used to elevate structures in the 1% or 100yr flood plain. Structures maybe constructed on on open foundation, such as piers, or on Harris County Infrastructure Regulations. continuous foundation walls with properly sized and located openings. All foundations are required to be designed by a registered professional engineer. All structures shall be designed to withstand a three second gust basic wind speed of120mph. Is a new Benchmark required for this project? (to be determined by Harris County) [_] yes [_] no Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured orsub-floor is installed and before the framing starts, and o third is required once construction is finished. '(PER CURRENT FIRM PANEL) to the Harris County Engineering Department, 10555 If a new Benchmark is required, the proposed benchmark information is shown on sheets Northwest Freeway, Suite 120, Houston, TX 77092 HARRIS COUNTY ENGINEERING DEPARTMENT REVIEW SHEET CURB RAMPS A. ARE CURB RAMPS THAT CONNECT TO PUBLIC STREETS PROPOSED IN THIS SET OF PLANS? E ] YES X NO 12. LANDSCAPING N REQUIRED AND SHOWN ON SHEET(S) _ ❑ NOT REQUIRED DATE ISHEET NO. HOED SIGNATURE BLOCK PROJECT NAME: EL TORO MEXICAN RESTAURANT, LA PORTE, TX ADDRESS: 2602 SPENCER HWY, LA PORTE, TEXAS WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE BY AS TO PAVING AND/OR DRAINAGE ONLY DATE NO PENDFKQURLD FROM HARRIS LOUR 9/4/2079 BY AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT I F I�n-F41 n.0f DATE �... .,.,._.JE'l7 ACFCD`RIGHT=OF-WAY' APPROVED: RSA BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. PLAN APPROVAL EXPIRATION TO BE IN ACCORDANCE WITH LOCAL GOVERNEMENT CODE CH. 245. ENGINEER'S CER TIFICA TION I, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. THE COMPLETED PROJECT CONSISTS F DRAWING/SHEETS 1 THRU 23 SEAL =' ,ate C 08/26/2019 �: s *: :* SIGNATURE DATE* .....................:.. • NATHAN C. BILLIOT R E V I S I O N S ..Ao 96480::;�� /CENSE NOTE: REVISION BLOCK IS TO BE USED ONLY FOR CHANGES MADE I ss/oNAL EN AFTER PLANS HAVE BEEN APPROVED BY HARRIS COUNTY.Zt�r DESCRIPTION P.E. INITIAL H.C. APPROVED DATE 1906190142 SHEET NUMBER 23_ OF Revision Schedule Revision Number FR.vision Description Revision I Date A COUNTY COMMENTS 7/22/19 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: EL TORO MEXICAN RESTAURANT LA PORTE, TEXAS THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCA11ONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2015 CASTLES DESIGN GROUP P.C. Z I- 0 W (J) O Q �//'�� w a fr O �� CJ J z Q �- I w Lf') r1_ J w U) Lu �: < Q U C) W X N LLI W 0- L J HARRIS COUNTY EXPRESS REVIEW SHEET G9.00 Date: 06/19/19 Project No.: 1502-029 0)Q Q.. o°b THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL. ■