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HomeMy WebLinkAboutBOATS ETC ADDITIONPAVING (FOR H.C. PUBLIC R.O.W. ONLY) 2.IkESIDENTIAL / SUBDIVISION DRAINAGE DESIGA1_ THICKNESS OF PAVING STABII_17_ED SUBGR4DE DEPTH DESIGN STREIiGTH OF CONCRETE STEEL SPACING REINFORCE STEEL SIZE LONG- TR INS. (TV) (IN.) (PSI) (I�V.) (IN.) (94 MLV.) DRIVEWAYS (in H.C. ROr•Yonly) I. NUMBER OF DRIVEWAY APPROACHES PROPOSED INCLUDE WIDENING OR RFPAVIN(', VYNTINC, r)RIVFWAYS AS WF11 AS NFW DRIVFWAYS DRWY WIDTH MATERIAL CULVERT? CULVERT LENGTH NEAREST X-STREET DIST. TO X-STREET 1 3 4 5 11. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET -A-1 FIRE APPARATUS ACCESS ROAD ® REQUIRED AND SHOWN ON SHEET(S) ❑ NOT REQUIRED DUE To S-1 CURBING I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING II. ❑ STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS I. MEDIAN CUTS N NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 11. LEFT / RIGHT TURN LANE ® NO LEFT / RIGHT TURN LANE IS PROPOSED ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET i Ill. TRAFFIC CONTROL PLAN ❑ NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW N TRAFFIC CONTROL SHOWN ON SHEET S-2 IV. TRAFFIC SIGNAL ® NO TRAFFIC SIGNAL IS EXISTING / PROPOSED ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. TRAFFIC IMPACT ANALYSIS ® NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: PLAN TITLE: HCPID PROJECT NO.: 7. ORM SEWER ❑ SIDE DITCH ❑ LO CT DEVELOPMENT (LID) !I. DESIGN METH ED ❑ CITY OF H YEAR FREQUENCY ❑ OTHER: ❑ DETENTION POND (APPRO C. P ): _ DETENTION POND MAINTAIN ❑ HCFCD DRAINAGE DITCH UNIT Pt _ ❑ H.C. ROADSIDE DITCH (ROAD -�__-- ❑ H.C. STORM SEWER (APPRO J NO.): ❑ ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RAT 027 x _____ L tage = _ (CFS) PROPOSED OUTFALL _�_ (CFS}, CALCULA PROVIDED ON SHEET ❑ STORM SEWER QU CAPACITY ALLOC 0 TRACT FROM D. A. MAP: _� (CFS) FROM DRAINA MAP DATED: PREPARED APPROVED PROJECT NO.: ACTUAL ALL RATE: _ (CFS), CALCULATIONS PROVIDED EET 4rONAL ION BASIN iS PART THIS PLAN SET. SERVICE AREA MAP IS ON S DETENTION BASIN SYSTEM (APPROVED H.C. PRJ NO.):_J PROPOSED STORM SEWER IS SUBMERGED (AGREEMENT MUST BE PROVIDED). STATIC W.S.E. @ OUTFALL IS -______ 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 = .'VOTE: ALL OFFSITE SHEET FLOW FROr11 ADJACENT PROPERTIES MUST BE IDENTIFIED AND PROPERLYACCOUNTED FOR IN THE PROJECT. THE SIGNING ENGINEER HEREBY CERTIFIES THAT T fIESE AREAS HAVE BEENADDRFSSED. FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DETENTION NAGS AREA = 60 ACRES MAX BASIN DRAIN TIME (100-YR EVEMHOURS RAINFALL EVENT PROBABI E-DEVELOPED PEAK UNOFF CFS POST -DEVELOPED PEAK RUNOFF (CFS)PEAK DETENTION BASIN IMUM WATER OUTFLOW C RFACE ELEVATION PEAK STORAGE VOLUME AC- STORAGE RATE AC -FT PER AC 10% EXCEEDANCE (10-YEAR) 1% EXCEEDANCE (100-YEAR) 7%,_ ADDITIONAL CRITERIA FOR PUMPS NTION VOLUME OF PUMPED 1% EXCEEDANCE ST OLU MAXIMUM DESIGN OUTFLOW VELOUPY INTO H DRAIN TiME FOR BASIN = HOU STORMWA REPORT TiTLE REPORT DATE BATE OF ACCEPTANCE BY HCFCD OR BASINS: ME = _____AC -FT NEL - D ON % OF TOTAL VOLUME DESIGN REPORT HCFCD PROJECT HEAD CONDMONS. STORMWATER DETENTION F E PROPOSED WORK CONTAIN£❑ ESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE ENGINEERING FIRM DATE SIGNED BY HCFCD 11. HCFCD ST NOTES: SEE SHEET OF THESE PLANS. III. HCF NDARD DETAILS: SEE SHEET OF THESE PLANS. IV. TO PLAN SHEETS FOR EXISTING AND PROPOSED RIGHT DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE K'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, E STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) NOTES: 1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO rr AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. HCFCD PROJECT # 3. COMMERCIAL I OTHER SITE DRAINAGE 1. PROPOSED DRAINAGE AREA ® NEW DEVELOPMENT AREA: 0.5D22 ACRES ❑ RE --DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): _____ ❑ LOW IMPACT DEVELOPMENT (LID) 11. DETENTION VOLUME * ❑ .55 (CHANNEL) * ❑ .65 (STM SWR) NEW AREA_0.50 _ _X * =- 0_OO -ACRE FEET * ❑ 1.00 (RD. DITCH) DETENTION REQUIRED * ® OTHER: 0.00 ACRE-FEET PROPOSED DETENTION VOLUME _ 0 flyACRE FEET PROPOSED DETENTION VOLUME CALCULATIONS ARE SHOWN ON SHEET _ S=1__ FENTION VOLUME PROVIDED BY EXISTING DETENTION POND 'PROVED H.C. PROJECT NO.: ___ :TENTION POND SERVICE AREA MAP IS PROVIDED ON SHEET ---- IT OUTFALL OUTFALL TO ® H.C. ROADSIDE DITCH ❑ EXISTING H.C. STORM SEWER ❑ OTHER N ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE: 0.0027 x 150__ LF Frontage = 0.4D5 (CFS) PROPOSED OUTFALL RATE: 1.26_ (CFS), CALCULATIONS PROVIDED ON SHEET S-1 ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: __ (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED BY: APPROVED H.C. PROJECT NO.: ACTUAL OUTFALL RATE: (CFS), CALCULATIONS PROVIDED ON SHEET --- IV. PUMPED DETENTION FACILITIES VOLUME THAT GRAVITY FLOWS: ACRE FEET VOLUME THAT IS PUMPED: ACRE FEET ENTRANCE VELOCITY INTO ROADSIDE DITCH OR STORM SEWER: PUMP SPECIFICATIONS AND AUTOMATIC SHUTOFF PLAN FOR ROADSIDE DITCH & STORM SEWER OUTFALLS APPEAR ON SHEET V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: RESTRICTOR PIPE SIZE: 24" 6" NOTE: ALL ROADSIDE DITCH 0UTFALLS REQUIRE EROSION CONTROL iMEASURES RIPRAP IS NOT ALLOWED AS AN EROSION CONTROL MEASURE IN HARRIS COUNTY ROW ALL PUMPED DETENTIOir OUTFALLS TO ROADSIDE D11 CHES REQUIRE MANHOLE W1 LF_IDS 4, WATER AND WASTEWATER I. COMMERCIAL PROJECTS DOES PROPERTY HAVE EXISTING AND/OR PROPOSED UTILITIES? ® YES ❑ NO IF YES, CHECK THE BODY THAT APPLIES TO THIS PROJECT ® PUBLIC WATER & SANITARY ❑ PRIVATE WATER WELL & SEPTIC SYSTEM ❑ PUBLIC WATER & PRIVATE SEPTIC SYSTEM ❑ PRIVATE WATER WELL & PUBLIC SANITARY DESCRIPTION OF PROPERTY 6 STORMW WATER QUALITE '�' I. SWPPP: CONSTRUCTION MEASURES. (Complete for ALL projects) I. LEGAL DESCRIPTION A. ACREAGE: 0.5022 ❑ DISTURBS >1AC. SITE PLAN & DETAILS ON SHEET(S) B. SUBDIVISION: ® DISTURBS C 1AC. N/A Il. APPLICABILITY FOR PERMANENT FEATURES. must be completed on all ro•ects' ® SURVEY & ABSTRACT: LOTS 20-26, BLOCK 21 EXEMPT NEW DEVELOPMENT: LA PORTE TOWNSITE ® PROJECT IS ON A PARCEL (A COMMON PLAN OF DEVELOPMENT) LESS THAN 5 ACRES. (must be verified with plat} C. ADJACENT ROADS: 8TH STREET & "C" STREET EXEMPT REDEVELOPMENT: ❑ PROJECT DOES NOT MEET THE DEFINITION OF SIGNIFICANT REDEVELOPMENT (Part A, NOTE: PUBLIC UTILITIESREQUIREA LETTER FROM THEDISTRICTI Sec. 2.39 of Regulations of Harris County, Texas for Stormwater Quality Management) MUNICIPALITY A UTHOR [ZING SERVICE & CONNECT101V II. PLATTING EXEMPT GRANDFATHERED: THIS IS REQUIRED FOR PLAIVAPPROVAL. � A. SUBDIVISION PLAT B. STREETS PROPOSED ❑ PROJECT'S DRAINAGE TIES DIRECTLY INTO AN EXISTING DRAINAGE SYSTEM PRIOR TO UTILITY DISTRICT/MUNICIPALITY NAME: CITY OF LA PORTS ❑ PROPOSED PLAT / REPLAT El PUBLIC OCTOBER 1, 2001. NOTE. SEPTIC SYSTEMS REQUIRE H.C. WASTEWATER REVIEW I-] RECORDED PLAT /REPLAY ❑ ❑ PRIVATE PUBLIC & PRIVATE (FOR VERIFICATION: PROVIDE ORIGINAL DRAINAGE AREA MAP INCLUDING CALCULATIONS) H.C. SEPTIC PERMIT/REQUEST NO- ______ PLAT NAME: ❑ NONE GENERAL: H.C. WASTE WATER REVIEWER APPROVAL NAME & DATE: _____,.___�._______- REVIEWER COMMENTS: ----- ]VOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BE ACCURA TELYSHOWN & LABELED ON THE SITE PLAINS IL SUBDIVISION PROJECTS ❑ UTILITY DISTRICT/MUNICIPALITY NAME: ❑ PRIVATE WATER & WASTE WATER SYSTEMS ❑ PRIVATE WATER & INDIVIDUAL OSSF ❑ INDIVIDUAL WATER WELL & OSSF NOTE: A COPYOF TCEQAPPROVAL FOR PRIVATE W4TER & WASTE WATER SYSTEMS IS REQUIRED FOR PL JNT APPROVAL. NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBAfl7TED TO THE HARRIS COUNTY FIRE_ PROTECTION GROUP FOR REVIEW AND PERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVIL REIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FOR THE FIRE PROTECTIOii SYSTEMS 8, FLOOD PLAINSTATUS CITY OF LA PORTS W�ORI�INHCFCD RIGHT-DF' WAY 10. IS THE FLOODPLAIN I. GENERAL INFORM TION ADMINSTRATOR FIRM PANEL(S) FOR PROPERTY: 48201C0945 M TYPE OF WORK TO BE PERFORMED IN CHANNEL FIRM PANEL(S) DATE: JANUARY 6, 2017 OUTFALL STATUS OF PROPERTY ON MAP UTILITY CROSSING ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ROADWAY BRIDGE / CULVERT CROSSING ® LOCATED PARTIALLY OR ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", ILL ACTIVITY DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS ❑ HABILITATION OF CHANNEL (DRAINAGE LAYOUT PG. NO._____) (BASE FLOOD LEVEL_____) ❑ TENANCE ❑ SITE REMOVED FROM FLOODPLAIN BY LOMR, LOMR-F, LOMA ❑ RARY CROSSING CASE NO.__ REVISED FLOODPLAIN IS SHOWN ON SHEET ❑ DT ELEVATION INFORMATION BENCHMARK USED ® HARRIS COUNTY FLOODPLAIN REFERENCE MARK 11. USACE ENVIRO PERMIT ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT ❑ US ARMY C ENGINEERS ONWIDE BENCHMARK (FOR COASTAL AREAS) PERMIT NUMB 7 DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND ❑ US ARMY CORP ENG S INDIVIDUAL PERMITS YEAR OF ADJUSTMENT (2001ADJ.) RM 060025 ELEV. 12.Tfi MONUMENT IS AT THE SOUTHEAST CORNER OF BRIDGE ON NORTHBOUND 146 FRONTAGE ❑ OTHER ❑ NO PERMITS REQUI 11. FLOOD PLAiN DETERMINATION BASED ON GROUND ELEVATION EXPLAIN: E PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" ❑ PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEVEL III. FLOD PLAIN STORAGE SUMMARY (APPLIES ONLY TO POR-RON OF LAND LOCATED WITHIN FLOODPLAIN AS DELINEATED BY FIRM PANEL). III. REFERENCE IS OF DETERMINATIO A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE MOVED OR PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): ❑ ENVI NTAL CONSULTANT REPO i-e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS BY _-________ _ R TITLE B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM ________ DATE DELINEATED FLOODPLAIN:RT ____-� ------ i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS HER C. FILL AREA & VOLUME CALCULATIONS ARE SHOWN ON SHEET S-1 IV ❑LOMR REQUIRED ❑CLOMR REQUIRED VERIFIED BY: NOTES. E PROJECT'S SWQ REQUIREMENTS FALL WITHIN THE JURISDICTION OF: CITY OF LA PORTS ❑STORMWATER QUALITY PERMIT REQUIREMENT IS COVERED BY AN EXISTING SWAMP WITHIN Ill. JURISDICTIONS PROJECT TITLE: ® CITY OF LA PORTS ❑ ETJ, CITY OF HOUSTON HARRIS COUNTY PROJECT NO. & SWQ PERMIT NO. ❑ ETJ, CITY OF STORMWATER QUALITY MANAGEMENT PLAN: ❑ NO ETJ ❑ SITE PLAN ON SHEET(S) IV. HCAD ACCOUNT NOS. (ALL) KEY MAP PAGE 580. GRID B Ill. PERMANENT 51NQ FEATURES. (COMPLETE IF NOT EXEMPT) 023-163-021-0019 023-163-021-0021 ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) 023-163-021-0023 023-163-021-0025 DETAILS AND CALCULATIONS APPEAR ON SHEET(S) V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E. ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS ❑ REQUIRED AND SHOWN ON SHEET(S) APPEAR ON SHEET(S) ® NOT REQUIRED ❑ HYDRODYNAMIC TYPE SEPARATOR MODEL: NOTE. ALL APPROVED, FIAIAL PLATSANDASSOCIATED ❑ OTHER(S): CPCI01 FORMS MUST BE IA'CLUDED WITH PLAN SUBMITTAL. ® CONFORMING SUBDIVISION ❑ NON -CONFORMING SUBDIVISION ❑ PARTIALLY NON -CONFORMING SUBDIVISION PERMITS REQ UIRED DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDE ALL VIOLATION NUMBERS TO BE FILLED 0 UT B Y HARRIS CO UN7Y ❑ 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)) ® DRIVEWAY WITH CULVERT ____ CURB AND GUTTER ❑ 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 CO UNTY R. O. W. ❑ UTILITY WORK----------------�T ❑ LEFT TURN LANE ----------------- ® OTHER CONSTRUCTION _DRIVEWAY & CULVERT 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.eng.hctx.ne errnits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. i. - III. REQUIREO ON PROJECTS WITH WORK IN A HCFCD CHANNEL. FORPROJECTSIACATEDINANYFLOOItPLAIN PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT Developmenttanstructedor plated in occordance with these plans will comply with all provisions of the Regulations of Harris County. Texos for POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. Floo dploin Management. No net fill is allowed in the flood plain and no fill is allowed in the floodway. FOUNDATION NOTES: [Applies to on)ybvild+ngs or building additions mquinny adastltpermit) All water heaters fumaces, air canditioning unit£ electrical distribution panels and any other mechanical or electrical equipment must be elevated in accordance with Section 4.05 of Harris Co only Floodplain regulations. Any electrical circuit serving o light switch or outlet located below the Bose (100-year) flood elevation shall be dropped from above and be on a separate breaker, Allmoteiiols used below the (IOO-year) hose flood elevation are on approved FEMA Technical8ulletin 2-08 os Gass 5 water-resistant; and approved in accordance with FEMA Technical Bulletin I-08 for foundaton apenings. Critical facilities located in the R2%ar500yr jlaadplain ar 1% or ]A7yrfloodplain shall have the lowest floor elevated to 3 feetormore above the 0.2% BENCHMARK RE UI REMENTS FOR flood elevation, or 241nches above the crown of the odjocentrood, which ever results in a higher elevation. Floodproofing and sealing measures must be taken to ensure that toxic substonces 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 sholl be provided to all critical facilities to the extent possible. Acompletedas-built certificotemust besubmitted afterthestntctvmiscomplete ondhefareitisoccupied. When the County Engineer has determined that a new benchmark will be required to be established for The County Engineer's Office will pasta flnol inspection notice on the structure once all requirements have been met. the proposed project, the developer shall be required to instal I a benchmark per section 8.0, part 2 of the No fill may be used to elevate structures in the I9 or100yr fload plain. Structures may be constructed on an open foundation, such os piers Aron Harris County Infrastructure Regulations. continuous foundation walls with properly sized and located openings. A11 foundations are required to be designed by o registered professional engineer. All structures shall be designed to withstand a threesecoad gustboslc wind speed of I20mph. Is a new Benchmark required for this project? (to be defers 1ned by Harris County) ❑yes ❑ no Completed RElevauon Certificates to be submitted. one of permitting, o second after the slab is poured or sub -floor is insmMled and before the framin starts and o third is required once construction is finished, "(PER CURRENT FIRM PANEL) to the Harris County Engineering Departraen� I0555 If a new Benchmark is required, the proposed benchmark information is shown on sheets Northwest Freeway, Suite 120, Houston 7Jt 77042 HARRIS COUNTY ENGINEERING DEPARTMENT HCED SIGNATURE BLOCK PROJECT NAME: 4,750 SF Metal Building ADDRESS: 314 S. 8th Street, La Porte, Texas 77571 WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO LOCATION OF rTEMS IN COUNTY RIGHT OF WAY DATE BY AS TO PAVING AND/OR DRAINAGE ONLY DATE BY AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS CO UNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION BY DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT--OF-WAY APPROVED: 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. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION I RODNEY SLATON , 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 j CURB RAMPS AND THAT I CONCERNINGAM NOT THE PRACTICEDNG ANY PROVISION OF ENGINEERING AND THE CURRENT TEXAS PROFESSIONAL ENGINEERING ENGINEERING PRACTICE ACT AND RULES LICENSURE. A. ARE CURB RAMPS THAT CONNECT TO PUBLIC STREETS PROPOSED IN THIS SET OF PLANS? [ J YES [XI ND ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. THE COMPLETED PROJECT CSISTS OF DRAWING SHEETS 1 THRU 12 sEAL 12. LANDSCAPING -" &0. .4 RM��! - - R -3 n ® REQUIRED AND SHOWN ON SHEET(S) _ S-� ___ ❑ NOT REQUIRED 5 NATURE DATE 7i,!­q�­qmomw R E V 1 S 1 0 N S NOTE. REVISION BLOCK IS TO BE USED ONLY FOR CHANGES MADEf AFTER PLANS HAVE BEEN APPROVED BY HARRIS COUNTY. GATE SHEET NO. DESCRIPTION P.E. INITIAL H.C. APPROVED DATE VERSION 16.0 JANUARY 1, 2018 REVIEW SHEET HARRIS COUNTY PROJECT NO. 1803020074 SHEET NUMBER _2 _ OF _12 . Fire Apparatus Vicinity Ma ID Channel: pp - - Performance Stand Proposed Scope of Work. y _ p _ ards. N.T.S. DI r yy� Access Road a am LIGHTING &GLARE: ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLEC j T LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS.: . DIRECT OR SKY -REFLECTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCE SSES SUCH AS COMBUSTION OR WELDING- SHALL NOT BE DIRECTED N.T.S. EXIST ONTO ANY ADJOINING PROPERTY ?H OUR OF' SITE 680 'i Yt x t,, T,I.I MmiY1�s�3 vw� 3.. i. 1 { i 1' i YJ Pfi r 1•. y�� A �: r• fi - s ht' z ., a �. ,iti - J h w Y. R �J I, � ROE at � , �d is i '. " u •Ut. •r ,i ;, ,ts 5 r b. i�qW9..,.1 . r c,? . } .,. .z pp , Ln r �- "� ? . 11 ,Sv ,iu I: �I_.a'.. w. e .. Yti 7, 'a r 5.; F.. rf- -i t YY L N L; A i n2'. k.. .. -.. - I',...., .. ..11,17.. .. . . d � 1J ,• j ,1 p T:;Z ":i,� _ ,.. I 0 I I M _l i I . h :t .. .,.,.:1 , ..,.. ..•.. I" .. _ r� .. .1 I ._. a .._ . r � n t� r tl }rxitad ,1, t I I:z I 1 E i p � ;ge. .p , i� } iq t uC' r� , 3R W ' .'. 11 � s I. H 1. '' -3 I 1 :buy , d is j -�I 1 ti" [ , ,iv! 1- 1 I„ _ h 1+- II,' �, �. mm C�drs n:e�f. it I mo:."" �" ` I; ,.:: +.j 1 _.nrzu.t> li. "'i�c. �. , , l.1 A _s .-( v 4 i . ';,* 1 {{ I "'� A1$. I; 4 - a '` , � p r ,rli- F300 q t u+iTM al ' \. ..:.c+r'.-� ' + _ 3D9 i. i%:NasADENA F L_ ,,, -1i ES- o., ,t.. z w . " : , I - t ra..,t36101 , a �t a;i y `x� -i I .-F302 }I_ It IFaot 01 .T: �. I �. ✓-.. r i `�� TT,7 d T ' E r"V;RM13040:F 10 Abbreviations: - A.F.F. ABOVE FINISH: FLOOR PROP: PROPOSED TYP. : TYPICAL F.F. FINISH FLOOR y ti ASPH. ASPHALT - B.L. BUILDING LINE . C.B. CATCH BASIN C.J. CONTROL JOINT C.O. CLEAN OUT CONC. CONCRETE E.J. EXPANSION JOINT - EXIST. &- F.H. .EXISTING FIRE HYDRANT G.M. GAS METER H.C. HANDICAPPED ACCESSIBLE HOSE 8168 ®H.B. LR, IRON ROD N.T.S. NOT TO SCALE' O.H.E. OVERHEAD ELECTRICAL O.C.E.W. ON CENTER EACH WAY P.L. PROPERTY LINE P.P. POWER. POLE PROP. PROPOSED: .R.C.P. REINFORCED CONCRET E PIPE E IPE S.S. SANITARY SEWER ' S.W. SAMPLE WELL T.O.B. TOP OF BANK T.O.D. TOP OF DIRT ' W.M. WATER METER W.V. WATER VALVE - U.N. UNLESS NOTED F.H. -d- . E S CE UGHTS SHALL 8E HOODED ORCONTROLLEDIN SOME MANNER SO AS :NOT TO LIGHT ADJACENT PROPERTY, BARE INCANDESCENT E N VIEW- OF ADJACENT PROPERTY OR. PUBLIC RIGHT OF WAY: ANY LIGHT1. N NDESCENT LIGHT BULBS -SHALL NOT BE PERMITTED 1 RIGHT-OF-WAY. OR COMBINATION OF LIGHTS WHICH CAST 1 O EXCAVATE EXISTING BASE MATERIAL AS NEEDED. 1TESP ' LIGHT ON A PUBLIC STR ET SHA X E LL NOT E GEED ONE F00 A TC NDLE METER READING AS MEASURED FRO ( ) M THE CENTERLINE OF SUCH STREET: ANY LIGHT R 0 COMBINATION : A " 2 DD 6 . HEAVY CLAY UNDER AREA. PAVING. A N OF LIGHTS WHICH CASTS LIGHT : A L TON RESIDENTI L PROPERTY SHALL NOT XC E EED 0 4 FOOTCANDLEI MET R E READING AS MEASURED F ED FROM SUCH PROPERTY. ,.L 3. 6 CONCRETE AREA"PAVING' W 4 REBAR � 1 ' _ ^m W 'B' Street �� m �,c RADIATION AND ELECTRICAL SSI V EMI DNS. NO ACTIVITIES .SHALL BE PERMITTED THATEMIT DANGEROUS RADIOACTIVITY V AO ACTT ITY BEYOND ENCLOSED .AREAS. THERE SHALL B E NO f� s -' _ ELECTRICAL- DISTURBANCE ADVERSELY AFFECTING THE OPERATION AT ANY POINT OF 'ANY'E EQUIPMENT OR T Q OTHER THANI THAT OF THE CREATOR OF SUCH .DISTURBANCE. 2 BUILDING. O Q> 11. i. TYPE II-B P..M:B : _ P.E.M.B. WITH SHOP CS MR T PICK UP P ,. ARTS & R R , OOMS. `' U m .._ ^ [° - DUST R 0 PARTICULATE A R M TTE THE EMISSION OF DUST, FLY ASH OR OTHER PARTICULATE MATTER BY USE SHALL 8E IN COMPLIANCE WITH AND REGULATED BY THE , .. ,: ./ _ _ _ 2.. 50 0 z 95 0. t6 0 0 0 , 2 40 8p w N -.�- FEXPLOSIVES.. APPROPRIATE FEDERAL STATE 0 R LOCAL AGENCY. x 50'-0" x 95'-0 x' 14'-9'" LEA - N TO .ROOF UN ' IT ONLY) I - I � cd 0 " wu. ODORS: H EMISSION THE SION OF ODOR BY ANY USE SHALL $E IN COMPLIANCE W CO P E WITH AND REGULATED BY T P HE APPROPRIATE FEDERAL, STATE, OR LOCAL AGENCY.1. 3. 5" THICK. BUILDING FOUNDATION OVER 18" COMPACTED PAC7ED SELECT F ILL 11 .f � I � O I I I NO ACTIVITI INVOLVING ES IN LING THE STORAGE UTILIZATION OR MANUFACTURE OF MATERIALS. OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION N TION SHALL BE PERMITTED EXCEPT SUCH AS ARE SPECIFICALLY LICENSED NOte. .NAM 0 E F DEVELOPMENT. BOATS ETC. PROPOSED SERVICE.. BUILDING . • -+ U U � BY THE CITY :COUNCIL.' TYPE OF DEVELOPMENT. 4,750 SF: P.E:M:B. W/LEAN-TO &PAVING b - . -; NO,SE A I ALL NOSE SHALLMUFFLED A BE FLED SO AS TO B OBJECTIONABLE I E B ECT ONABLE DUE TO INTER ENC MITT E BEAT: FREQUENCY OR SHRILLNESS R LLNESS AND AS MEASURED ' S RED AT ANY _ - DUMPSTER .PROP: - .' LEGAL LOTS 20 TH RU.26 '. O �+. o PROPERTY .LINE' IN ACCORDANCE WITH THE DECIBEL .LEVELS 'OUTLINED IN SECTION 106-310 OF THE CITY CODE OF'ORDINANC S. E i. NO ENCLOSURE REQUIRED.. .DESCRIPTION, BLOCK 21 V] (7 _ _ DUMPSTER IS LOCATED AT BUILDING . LA' PORTE TOWNSITE �y i"J O O. = , - 3 P N,, ,:, ,:, , , ,,, A TX- LONG 146 S. LOCATION. .HARRIS H RRS COUNTY, a r n n .PROP. BUB.DINO I. 1 • I Lan Landscape a e Legend: D p owel Type Expansion Joint. ` 2. NO NATURAL GA S PROPOSED. T XA . E S d w. > 3 YP p a � ADDRESS OF SITE: 314 S. Stl ST, .� _ a _ 0. :. .. o. LA PORTE' TX 77571 y 0 ^ n PROP. LEAN-TO , - N.T.S. - STEP 1..POUR CONCRETE OVE TOP F I 1 R 0 0 JOINT PLATE w `,,^2so'/2=745" STEP 2: SAW CUT'" WIDE TO A -DEPTH OF 1 INCH ROUTE 1 1 � STEP 3: FILL WITH JOINT SEAL RADIUS , , ( ) I WID w 1 GAP ALLOWS FIRELANE DOWEL BAR`70 MOVE I „'_: , : I ( DOWELS' © 12 O.C.: + - k . . a . N ° e . a s p A • - w A • Drwewa Notes. SIZE OF LOT: 21,875 SFr 0:5022 AC: (, ) I :- PROP. BUILDING. 4,750 . SF: PROP. LEAN-TO (ROOF UNIT ONLY): 1,425 SF. 1: SAWCUT EXISTING DRIVEWAY EW AY AT R.O.W. LINE0R AS SHOWN, ON DRAWING TOTAL COVERAGE: . 6,175 ,. SF. AND REMOVE EXISTING DRIVEWAY TO SAWCUT LINE .BUILDING LOT COVERAGE: 28%., 2. IF THERE IS EXISTING CURB ON DRIVEWAY' CONNECT PRO POSED OPOSED CURB TO EXISTING CURB; OTHERWISE TAPER HE IGHT CURB HEI T AS SHOWN. ZONING OF THE SITE: GC , GENERAL COMMERCIAL (. ) M H BAR - " OWNER/DEVELOPER: GWIN BRYAN & BRANDY. .::. GWIN BRYAN D & BRANDY 331 HIGHWAY 146-S . : .. N I 0 - .., P LA P RTE TX 77571 4827 .- _Ld I,.III A 300 8TH LA PORTE TX 77571 1 GENERALCONTRACTO F 11 •� ' � � � II R OLLIS CONSTRUCTION INC. _._..�_. - HCADAcet No0231630 I 210025 1 - - zII ,.: 111N. _ �:: 1 BROADWAY „ HEAVY PLASTIC a f - i CO f� FILLER OR STEEL TUBE I � 1 21I 0 -0* as -n �D._O„ 1 LA PORTE, TX 77571 • L0 FILLER a l III PROP. PROP. * 1 (281') 471-6881 -X � . BOARD wl w „ PROP._4 ) 1 Le end. III 3/4 : 6 TALL PLANTING 1 p aR" ¢1 ENGINEER. .RODNEY LEE SLATON P.E. b . _PRO� rn . wll W.M. PROP. 1 WATER LINE CHAIN LINK STRIP I i _ P.L. _ _ WATER. .. 1 : Will I 1� „ . TEXAS :REGISTRATION NO. 90296 (n `' X PROPERTY LINE WATER: :. I c>II N PROP. `4 SEWER LINE FENCE T.O.D. I 1 Z r x ^I (0 0 17.75 so eo y♦, o y 1 LA PORTE, TX 77571 Q NOTES FOR: DOWEL EXPANSION JOINT: TAP II 0 0 rv� 125.00 p ,� I 7:25 �• y1 a` (0 LO I B.L. I N , , 0 ` .o' 1 (281) 827=3I Lf) - . BU LDI G L NE ( _ II EXPANSION' JOINT SHALL BE PLACED AT THE END OF EACH CURB \ - -- .- •- - ---•�- - - -•- �11IP ,I 1 d C 8 RADIUS AND r Il :-..1.77:,, ... . .. m ..:•PROF..SNALE..:::! ::GRASS•.•.•.•.•.,.•.• .r , , . 1 SPACED AT A MAXIMUM DISTANCE OF 160 FEET. 'l I It B - _ I HCAD: 0231630210019 ^ � W O I �- _ -=-= __= --- ---- ,=✓ v / � A .: 25 0231630210021 U I- ATION - EXISTING CENTER DOWEL HORIZONTALLY ON JO ---. .: / I _ a� Xp ELEVATION E N INT pR ts.t2 �, , ::f ,. >< " „ :. ,. < ., / % :. ; ;, k N' ' / ;- : . I t o ( 0231630210023 >- X tl OP. 11 s 2 1 � LJ 1 W EXPANSION.. JOINT BARS SHALL BE .HELD PARALLEL TO THE 'FINISHED CONCRETE SURFACE. w� 0231630210025 Q p SEWER II (5.H E. PROP, , �, I 0 � � ,,Z � 00.00 ELEVATION = PROPOSED TAP 1 . II L w . , ° :. I' . 3z. d e '. cfl C.O./S.W. e 0 Q. 1,. e i NAICS CODE: 441222_ Q' LLI C) w N, XIA 0 o I _j� I 1 i- = 1- ' J. �` 11 a I ELEC. In / ° I 1 O 1- - - FENCE WOOD 1 ' "o a w 11 9 PROP. P.E.M.B. rv• rv9 a. 1 �P .o re ao 0o BENCHMARK:. EXISTING BOATS ETC.'' � Q CD II . _ q SERVICE X, _ , xi y�h ,0 , ,o. 1 ( ) , m. _ O tit �7C7 T / "\ ne � �m.R_ _ - /, w , I" i 331 TX-146 S. FINISH FLOOR -o 0 o FENCE CHAIN LINK 011Ve YY ay Tie-in 111 I II o ,� 50 X 95 X 16 n I L_L m Lit (6 -0 TALL) N.T.S. I >•- I �. d - - - - - -' - - - - -V . ' I j BENCHMARK ELEVATION: 18_86' Z p- U f- II 4,750 SF' 1 > (n SEWER LINE W ,'j II , o cam.'' dI PROP. II i\ LO 1 ?, � � ------- -:-- �M I II FIN. PLR. -19:25 ,< o ,, f-- WATER LINE 2 TYPE D ' F_ N -I I N; tt a.,: ): 1 U LLJ = ASPHALT: 1 .I 11 / .. L. W 1 O%. [n H- PROP. REINFORCED PAVEMENT o II w w f. 1 Flood Statement. . , 'k If o ,. , I I W PROP: AREA PAVING _ . .. A Q: I :. y : ,. d� ^� o O . .,rv,. ..ray 5 y 1 R ,I II . 4 a O 4 n . .. EXIST.4.� ,` ry ,A �. ry y. T • X X X, In , , a 0 1 HS TRACT IS IN FLOOD::ZONE. SHADEDi X' I FLEXIBLE Aa. , .i ,/ L-I- I .. _ I ., X , ; _, y ,. ✓..: x I . „9 i AND IS NOT WITHIN THE: 100-YEAR FLOOD.PLAIN. PLAIN. 0 U) PAVEMENT ts.0o 1 O 1 PROP. L 1 ACCORDING TO F.E.M.A. MAP :,482 4 / •,>_ .:.: 7.='I -'I- 'I' II A - • ' ... (�� � O1C09 SM, E. LLI ,•.r;..: ,,.,../ ,.. A: -. 12 _ :I I A - :.:a OD TREE,'. DATED JANUARY 06.-2017.: -: `-. .,. cf• a -) u i .t3 ... PROP. LEAN-TO 9a3 1 0 ♦, zr,.,; . PROP. PLANTING STRIP PROP.' .I TYP.4 V J 1 O FLExIBLE ' , I 1 11 , 6'x5' H.c:: '(ROOF UNIT'ONLY H.c A I� 11 W N, I 1 n .. LM!511AG I 1 PAVEMENT" *5' _ I 11 . ; ; LANDVG 15 ; x 9 X 14 - i 5 9 1 1 W ,° . 74 it / °. .' L. 'a,.. /., ; / ,d; .°. .: I. I : a ,_, . , ° , ,e .:: � 1 Parkin R tr 1DD-YEAR SHEET FLOW PATH ,( , ,, o a . ,/' . I g eaullements. SE I ry O h°r d\rr �u :�8 �O ,,Pr 6 I(f!� '•' �9 :' A. k T l.. ay 6 1 l • • • - II if1 ♦'k '/Yt' _ c ' IX,4 - X� + h .e. I. ^M ,•': ,9?'. 9• gr 1. _ l II: n - _. -. 4- X , NUMBER OF EMPLOYEES 4. ; �-: 't 1 Harris Count Dr�vewa Re 1 rn H.B o I .. '- A - , a .. , ....................... II ° A J .....y6 d // °d - 1 4 MIN. + 1 PER EMPLOYEE. 8 APPENDIX D CONSTRUCTION NOTES I 11 w ) 1 RODNEYLEE V II WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR 'REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A -USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: 1:56 MAX CROSSSLOPE #4 0 24" C/C _. PROP. SAW: CUT 1B" R.O.W. LINE BACK.OF 3" CLEARANCE GUTTER LINE EXIST.: CURB STANDARD I - 8" STEEL OVERLAP I EXISTING PAVEMENT. -I,-. . ;.. .• y 6-{ 11--12. , 1. 12" CUT UNDER : 6 -1' BOARD EXPANSION EXISTING -24" OR, 1/2" NON -EXTRUDING. - `PAVEMENT PREFORMED JOINT - NEW PAVEM M -- -3` CLEARANCE (TYP.) 7' THICK REINFORCED CONCRETE- .. (SEE 'GENERAL -NOTE NO.7) COMPACT SUBGRADE TO 95%iSTANDARD - PROCTOR DENSITY - B -= USE FOR ALL PROPOSED CUR B RB REMOVAL FOR DRIVEWAYS - WIDTH OF DRIVEWAY 2' 11 36''MAX. - - R.D.W. LINE 1- SIDEWALK SLOPE 1:50 MAX SIDEWALK 1" BOARDLEXPANSION OR 1/2" - NON -EXTRUDING PREFORMED JOINT DRIVEWAY' RADIUS ' 5' MIN./15 MAX. BACK OF EXISTING , (TYP.) CURB (TYP.) I .12" TO 18". - ---- ---- SAW CUT " - FROM _(PRCp,) GUTTER LINE - EXTEND EXISTING EOSED STREET INTO PROPOSED DRIVEWAY, ONLY DRIVEWAY, WHEN THERE IS AN EXISTING' EXPANSION ' -- JOINT 1N THE STREET AT THE r _ PROPOSED DRIVEWAY INTERSECTION.,. ' DRIVEWAY ON CURBED APPROVED BY: DRAWN BY: CONCRETE; OR ASPHALT STREETS' J.R. BLOUNT CASTANEDA, C. DATE: 15 NOV 2005 .DRAWING No: DW-t - COMMERCIAL AREA (D) PAVEMENT THICKNESS DOWEL DIA. 11 6„ 7„ 1" 8' 1" 9" & 10.1 1 1 /4" I m .a. m ._ w 1 SHOW ROOM AREA N' A SWON 11 �II : I ,, d .0 (./) ...N; Me . o s _ .,: A I N 1: ,WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEMS SHALL BE I , n c: .:%. I ts.o0 ..e'CV: a PARKING SPACES RE A A d a .N N 1 REQUIRED: 8 I DESIGNED AND 'CONSTRUCTED IN ACCORDANCE WITH H g 9 R ANCE W H THE CITY OF HOUSTON S DEPARTMENT OF 1 a d ° a 'P : 1 F ACCE SSIBLE PAR I ° KING °RE REQUIRED: ;: �- PUBLIC WORK5 AND ENGINEERIN D "II . G/ ft G 'DESIGN MANUAL, STANDARD CONSTRUCTION SPECIFICATIONS, w .. 0 < - P S E„ 0 I-o a o 1 T. r A ACCESS AND DETAILS- FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES; STORM DRAINAGE AND I N ¢ .+� .: X,^ ° a . o ' " .. A ° . a.o; �. �e• ,Q: oti I a" 9• IBLE PARKING PROVIDED. .1 .:. TONAL k� STREET PAVING'. I . II O .. e - o. - , -x3_ _. C - ^. d.. ' d x ° ,y X, 1 TOTAL PARKING //� II a a ° e . .1. n SPACES PROVIDED:' .' 8 V �, ` 2. ALL STORM SEW W I aco PROP. q. .. c 7 ER ILL BE REINFORCED CONCRETE (C76 CLASS IIQ AND SHALL BE if ' t a 0.5% SLOPE .,p PROP. 9 i �•5 ° SLOPE _ ,. I, I PROP. 1 ., B. d. C.B.. w 1 INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON S DRAWINGS - II � L . 6, . CONC. ' " 1 ROP , 24 ts.00 4 1 02317-02 02317-03 02317-OS 02317-D6 AND 02317-07 A L I II ( N I. ° A __ o-___ R.C.P._, - � �q :. ',>_ I ------===- ___ tl. as 1 S APPLICABLE _ I II `. e' �I I AREA PAVING - (7Q L'.FA P OR. -.- _$-- Op I 1 : a 1: W J�4 REBAR . tB.7o ) g _ 1' 1 �y� /�p, y 11 1 3. ALL STORM SEWERS CONSTRUCTED N T ° y - o - RUCTED I SIDE LOT EASEMENTS SHALL BE R,C.P:, MINIMUM pR e. ,-12 0. .E'.FN. W.L. rv• 20 WIDE' I.. a , ao i OP. II E A C1V11 En llleer. TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. d. rv^ r: 'a9 ��:15.00 X° FIRELANE '',1'°. �R 11 h, eN I y rvh_ 1 L7 _ 3 WHITE II- ,o.. +X L. - ,rv. : .. - ♦� /a I Ewa \:a ,I 1.�yg As ,y .1 N --- - w -. *<, X a LETTERING NO 1- A • : ° .: 4. AN A ° I RODN ALTERNATIVE TO CEMENT STABILIZED. SAND. MAY BE USED BACKFILL FOR PIPS 1 a . a EY LEE SLATON AM REGISTER E A , a ° . d ,. F.L.D UNDER THE :LAWS J PARKING FIRELANE A i FIFTY-FOUR (54) INCH AND LARGER, FROM 1 FOOT ABOVE THE TOP OF THE PIPE TO THE .' ° A ,. ° i \ OF TEXAS TO. PRACTICE THE PROFESSION co r- EVERY''50 O.C. d ° . A , A .. I d ..;:. t4.75� y PROP. I 1 OF ENGINEERING I- N - BOTTOM OF THE SUBGRADE. 'CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL PROVIDED w e • u o . i d , a. , P 1 AND HEREBY CERTIFY THAT THIS I � BOTH :SIDES a : PROP. DRIVEWAY MINOR SITE PLAN IS m °_ . . - d . . a ,. :. W - � Z THE BACKFILL MATERIAL IS PLACED N I H 1 E I EIGHT (B) INC LIFTS AND MECHANICALLY COMPACTED TO 11 e �: p 24 Y a - o 1 J, ;° °., A 4 a APPROACH 1 RUE AND CORRECT AS TO PROPOSED: SITE IMPROVEMENTS. a > n NINETY FIVE' (95%)' STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ONE HUNDRED I 1 I A n a <: R.C.P. _ 11 aI ° e. A 5% MAX. 1 O a- a n 100 FOOT INTERVALS ON EACH LIFT: BEDDING AND BACKFILL TO ONE 1 FOOT ABOVE 1 _ °" d ( ) O OETHE II a I to A a\. SLOP 1 w o a p TOP. OF THE .PIPE SHALL BE CEMENT STABILIZED SAND. 11 A d „ , ° " I . d. , y9 ( E h 1 0i � N o - 1 h X : a :' ..:A1 9 _0 - :. Q ° ' . r ♦�. 1•g by ( yh ,ory _ O W N a Q 5.' ALL PROPOSED STUB OUTLETS' FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH e TY a ° o _______ ____-____ .: z hl 11 .. `rv. P. U.N,�1 $ ^� 1. .. , .. 1 0 . I � EIGHT 8 INCH BRICK WALLS UNLESS OTHERWISE NOTED: I' - 1 e e lI ' 1. RODNEY LEE' SLATON, P:E, ` � > - O I 11 O a. '� a' A �. wl TEXAS: REGISTRATION. NO.. a `3 o z ro 1' 11 QJ d a A: °... - :. t 1 z ..90296 W w 1- g - 1 II a ° e .'. e r 1 > I_ Z, 6.' THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPARTMENT PERMIT , d . ° a - 11 : o. e d 1 In a _ o 11 I OFFICE TWENTY-FOUR 24 HOURS 1N ADVANCE OFCOMMENCINGUTILITY AND/OR PAVING 9 A a o 0 ( ) / '1 II t 3 $ SQ_I & d 7 : _1 < A._. I z1 a ¢ ,r- CONSTRUCTION AT (713) 274-3823 AND WRITTEN, NOTIFICATION FOURTY-EIGHT 48 HOURS IN 11 I ° ° ° d� ° ' � ¢1 o i o w ( ) I 2.. ° z I ADVANCE OF COMMENCING CONSTRUCTION AT 10555 NORTHWEST_ FREEWAY, SUITE 144, HOUSTON, I II ts.00 rs:oa 79 0 1 z �] This Is to certify that the City of La Porte, Texas has : TEXAS 77092. 1 11 d _ " A 'I o oD Ld z 3 Q D B.L .% a> Lop ", I- approved this site plan and development of BOATS ETC. a z w w 7. PAVING SHALL BE IN ACCORDANCE WITH I II rv`�, -^" rv^°i oy -" "':1- g l in conformance with the -laws :of - o Q. a. w p;. E TH THE REGULATIONS OF HARRIS COUNTY, TEXAS FOR , 125.00 PROP. 4 1 Q a I 11 I ) _ w o I 11 THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE AND/OR AMENDMENTS OF THE SAME. P NTI the State of Texas and the ordinances of the City of La Porte. 1 If GWIN'BRYAN & BRANDY LA NG I I COro Y z y a w> a o 1 11 ' STRIP 1 O, n a z 8. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' 1 r 316 S 8TH ST LA PORT TX 77 " ' , „ 1> " - a o w T L DE CE SHALL BE I 1 I E 571 90 _O x 0 OBSERVED. HCAD Acct No 0231630210019 '1` '� a w 0) a 11 L I -(ol F.H, a. P W a 9. OWNER OR OWNERS AGENT TO OBTAIN ALL PERMITS REQUIRED BY THE REGULATIONS OF Y (� o w z o HARRIS COUNTY, TEXAS FOR FLOOD PLAIN"MANAGEMENT' PRIOR TO STARTING CONSTRUCTION. �I� �'''�' rn o o w Storm Sewer Choke Outfall Restrlctor R.C.P. Note: 8" WATER MAIN LINE A z O1 .� '-n By: -�---_ =r z = W w t0. OWNER OR OWNER'S AGENT ---- -- � t,_ a In a a E TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS COUNTY, N.T.S: •, " " IN ORDER TO ' TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND OR CULVERTS WITHIN HARRIS 24 OUTFACE PIPE 24 MEET HARRIS REQUIREMENTS THAT ALL CULVERT PIPES `MUST BE ASTM C76-CLASS III ONE OF THEDirector, La Porte. Planning / _ ( RCP) �".-'� OR EQUATION: FOLLOWING REQUIREMENTS MUST BE MET: - 9 COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAYS. - Department OeCA(2sH) 0.50 1. THE PIPE IS STAMPED WITH THE NAME OF THE MANUF., THE PRODUCTION DATE, .AND THAT IT IS ASTM - • - - - h. H F- I-. N - '.' .. :GROUT (END TO END)... '.:'. T C76. CLASS III PIPE, OR, .. - � _� � -� '2. IF THE PIPE IS NOT STAMP ED. IT WILL BE :THE RESPONSIBILITY LTY OF THE OWNE R TO THE NAME OF THE MANUF W CO m m Co CO AREA 0:8 THE PRODUCTION DATE. HA ^ . AND E HARRIS COUNTY' WILL VERIFY THAT TH ERE ARE CORR ESPONDING RESPONOINGCYLINDER APPENDIX' E CONSTRUCTION NOTES INVOLVING UTILITIES a qq PE BREAKS THAT EJECT THE 0.1963 STRUNGTH OF HE RCP A RESTRICTOR. PIPE T PRODUCED BY THAT MANUF:FOR THATDATE. IF THERE ARE NONE P DIAMETER THE PIPE WILL B ETER. IN. 6:00 E REJECTED AS NOT as m m a O W MEETING THE REQUIREMENTS T - _ 6" MIN. DIAMETER Q EN S OF ASTM CZ6. NOTIFICATIONS ISSUED BY HARRIS COUNTY ENGINEERING DEPARTMENT PERMIT OFFICE - IS S , ) HEAD (F.5 1.02 PIPE SIZE 24:' Attest: W r REQUIRED FOR PROPOSED WORK WITHIN HARRIS COUNTY RIGHT-OF-WAY. THE PROJECT MUST O l4" MIN. LENGTH) HEAD (FT.) 1.0250 �/// � P" - Q(cfs) t:2599 CULVERT TYPE: SINGLE • B //!� - . I Q O - N' o N .BE APPROVED PRIOR TO OBTAINING THE REQUIRED NOTIFICATION. BE ADVISED THAT A DRtvLwgY:MaTERwL: corcRETE Y• • __4 �-!//------ --- - / r A 'N N. N n. n NOTIFICATION MUST BE OBTAINED SEPARATELY FROM SITE DEVELOPMENT PERMIT PACKAGE FOR CULVERT GRADE STAKES, CALL: 7t3.455.eto4 La, Porte City Engine1. o 0 0 0 0 NOTE: SHALL BE CONSTRUCTED PER HARRIS COUNTY DRIVEWAYS SAND/OR. CULVERT. REGULATIONS. I � -- • %1.11�. a m ci 0 w Drive Entrance Detail. - •. - » Detention Requirement Calculations. N:T.S. CONCRETEV1. DRIVE TO ASPHALT ROADWAY At: _______________ DRAWN BY WITH ROADSIDE,DRAINAGEDITCHES P.O. Box 11.15 DETENTION STORAGE RE U e1r Q IRED: ALLOWABLE -DISCHARGE• 604 West Fairmont Parkway DOWEL TYPE EXP. JOINT R.O.W. LINE TOTAL DEVELOPED AREA 11 Lo Porte, Texas 77572-i i i5 CHECKED BY - - - -- C--- ------- ----. ..' _%__ . 0.5022 ACRES TOTAL -DEVELOPED AREA p, .. ,._ 5022 ACRES - EXISTING 'RUNOFF COEFFICIENT 0.30 ' EXISTING RUNOFF COEFFICIENT JMF E FICIENT 0.30 PROPOSED : RUNOFF COEFFICIENT 0.90 ALLOWABLE DISCH - . . ARGE (EXISTING 5 YEAR EVENT 9.54 CFS . I. ---------------'------ -- ) SCALE DETENTION REQ:D IMPERVIOUS COVER (0,65 AC. -FT. AC_ 0.00 ACRE-FEET RUNOFF BASED ON „ , cL. of DITCH _ / ) ORIFICE EQUATION 2.24 CFS _ - - - - - . - - DETENTION RE D D 1 20 I UE TO FILL 'IN FLOODPLAIN 0.00 ACRE-FEETI. ------------------- --- -- TOTAL DETENTION REQUIRED 0.00 'ACRE-FEET NOTE DATE THE CITY ::OF LA PORTE DOES NOT REQUIRE DETENTION AT THIS LOCATION. 12-os-17 EDGE OF PROP. CONC. 'DRIVEWAY RADIUS MIN. 12" OF 5' MIN./15' MAXASPHALT TO 11 (TYP.), MATCH THE . EXIST. ROAD ti^ .. _. I,,� 12" MIN. RECESS O. Q Y J ENGINEER: LS DATE: I 1 BY: 03.19.18 RLD u 11 drauli yg �na a C�m utatl�n�7 p RCHECKED 10r L�a is Etc. ­ 1 DATE: 03.19.1 B „n" = 0.13 . I Ij MANHOLE 'or FROM INLET TO DISTANCE ` BETWEEN DRAINAGE AREA TOTAL TOTAL TIME OF CONCENTRATION SLOPE HYDRAULIC GRADIENT OF HEAD LOSS AT'CHANGE N T SEC ION ELEV. II OF INVERT DESIGN FL. & FL: INCREMENT AREA AREA AREA INLET FLOW OTAL CxiXCf T TIME TIME DESIGN DISCHARGE FREQUENCY SELECTED FRICTIONAL ELEVATIONS SIZE OF Vi V2 V2 2 V1 2 KIVt 2 ELEV. HiG. DESIGN POI(f T COL.1 POINT (Ft.) NO. IcDra1 TIME IN SEWER Q GRADIENT UP PIPE STREAM DOWN STREAM INFLOW OUTFLOW 2g 29 K 2g hj AT 'DESIGN INCOMING OUTGOING Acres Acres Min. Min. Min: (Years) (cfs) (In:) (Sf.) ft.mis: ft.mis. ft. sec. ft. sec. ft: ft. constant ft. POINT PIPE PIPE fE. ft.mis. ft.mis: ft.mis. DITCH L OUTFACE 70.00 -AREA N0: 1 0.5022 0 5022 7 2.0 0 10.00 10.10 20.10 5 1.04 2 D.0020 17.12 16.98 2.32-1 5.50 10.47 1 0:08 1 D.7 0.06 0:4 17.53 1 15.00 1 :75