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HomeMy WebLinkAboutDIESEL FUEL MAINTENANCE, INC. SITE PLANPAVING I. DESIGN THICKNESS OF PAVING — II. STABILIZED SUBGRADE TO A DEPTH OF III. DESIGN STRENGTH OF CONCRETE — IV. TYPE AND PLACEMENT OF STEEL: _ NOTE I - TV TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY DRIVEWAYS I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 1 II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET 3 NOTES: I - II TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS AT TIME OF DEVELOPMENT FIRE APPARATUS ACCESS ROAD ❑ REQUIRED AND SHOWN ON SHEET(S) ® NOT REQUIRED DUE TO _ACCESS FROM _STREET CURBING 1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING II. ❑ STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED ❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS L MEDIAN CUTS ® NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET 11. LEFT HAND TURN ® NO LEFT TURN LANE IS PROPOSED ❑ LEFT 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 ❑ TRAFFIC CONTROL SHOWN ON SHEET IV. EXISTING TRAFFIC CONTROL ❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS) 10T .�: I - III TO BE COMPLETED FOR ALL PROJECTS 6, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. ❑ SWPPP SITE PLAN AND DETAILS ON SHEET(S) N.A. psi 2. SUBDIVISION DRAINAGE ❑ STORM SEWER C& ROADSIDE DITCH ❑ CITY bk HOUSTON ❑ OTHER FREQUENCY ❑ TO D/ETION OND. ❑ DETEPOND AINT NED BY ❑ TO HDRAINAG ITCH UNIT NO. ❑ TO HCOUNTY ADSIDE DITCH ROAME: __ ❑STATIC OUT ALL IS _Y_ �___ ❑ PROPOSRM EWER IS SUBME EDSTORM UTFALLCAPACOCATED TO TRACT FROM D. MAP:(CFS) FROMGE AREA MAP DATED:PREPA:ACTUAALL RATE: _—__—_v_ (CFS) FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): OTFs: I - IV REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. II. APPLICABILITY FOR PERMANENT FEATURES. © EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A SEPARATE SUBMITTAL ENTITLED ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S) --------------------------------- III. STORM WATER QUALITY FEATURES. ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ------------ D POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S)--------- _-_ ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: ------ __________________ ❑ OTHER(S): NOTES: I -'II -'II REQUIRED ON.. —ALL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED' V WHEEL CHAIR RAMPS WHEEL CHAIR RAMPS PROPOSED YES ❑ NO IXI SIDEWALKS PROPOSED YES ❑ NO 0 NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, 'IX11 THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. , 7, FLOOD CONTROL DISTRICT CRITERIA 1. DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE DETENTIO BASIN DRAINAGE AREA = _ ACRES RAINFALL EVENT P BABIUTY PRE -DEVELOPED PEAK RUNOFF POST -DEVELOPED PEAK!DETE7NRONIN MAXIMUM WATER PEAK STORAGE STORAGE RATE CFS RUNOFF CFS CFS SURFACE ELEVATION VOLUME AC -Fr AC -FT PER AC 10% EXCEEDANCE (10- ) 1% EXCEEDANCE (100- �rtNilUN FASINS: SVOLUME OFnUMPn17 EXEDmYCE TORAGE VOLUME = _AC -FT MAXIMUM DESIGN OUTFLOW' CITY INTO HCFCD CHANNEL = DRAIN TIME FOR BASIN = HOURS BASED ON REPORT TITLE REPORT DATE DATE OF ACKNOWLEDGEMENT BY HCFCD OR , OF TOTAL VOLUME STORMWATER DRAINA/IDESIGN REPORT FIRM MAW STORMWATER DETENTION FOR T PROPOSED WORKN PLAN TITLE ENGINEERING FIRM — DATE HEAD. CONDITIONS. IN THESE PLANS IS PROVIDED BY OTHER PLANS: BY HCFCD >U SIANUARD TES: SEE SHEET OF THESE PLA CD_STANDA DETAILS: SEE SHEET OF THESE PLANS. FR TO P N SHE S FOR EXISTING AND PROPOSED RIG DELINgATION AND COMPLETE RECORDING INFORMATION TO INCLUC e.g., DRAINAGE EASEMENT, RIP/,ETC.) C) AND SGRANTEE (e.g., TYPE OF TCOH ATE ( HCFCD, PUBLIC, TXDOT, ETC.) NOTES; I. COM LETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. 11. C PLETE 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 IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. 3. SITE DRAINAGE (OTHER THAN SUBDIVISION TYPE PROJECTS) I. PROPOSED DRAINAGE AREA ® NEW DEVELOPMENT AREA: 0.31 Ac. ❑ RE —DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): II. DETENTION VOLUME (DRY BASF (CITY OF LA PORTE) NEW AREA 0.31 Ac. X 0.20 = 0.062 ACRE—FEET DETENTION REQUIRED: CITY OF LA PORTE PROPOSED VOLUME = 0.063 ACRE FEET IN PARKING AREA 111. OUTFALL OUTFALL TO ❑ ROADSIDE DITCH ® STORM SEWER (HARRIS COUNTY) ❑ OTHER STATIC W.S.E.- ® OUTFALL IS ROADSIDE DITCH OUTFALL: ROAD FRONTAGE X 0.0088 = _(CFS) ALLOWABLE OUTFALL PROPOSED OUTFALL RATE: ® STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: (CFS) (CFS) FROM DRAINAGE AREA MAP DATED: 3/09/19QI PREPARED BY: ROBERT REED ACTUAL OUTFALL RATE: 1�38 6' ORFlC� (CFS) 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 OPERATING PLAN APPEAR ON SHEET V. FLOW RESTRICTOR SIZE 24Y GP OUTFALL PIPE SIZE: "EtMISE PIPE IS 18' R. P.) RESTRICTOR PIPE SIZE: 6" V1. ❑ PROPOSED STORM SEWER IS SUBMERGED.. NOTES: _..._ I. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN THE PROPERTY'S BOUNDARIES MUST BE DELINEATED AS A "NO WORK' AREA ON THE DRAWINGS. IL - V. REQUIRED WHEN PROPOSED FACIL17Y WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIVING DRAINAGE STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES, NO DETENTION IS REQUIRED. FLOOD PLAIN STATUS FsmG �a-"La -Pawe I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201C945L (PRELIMINARY) FIRM PANEL(S) DATE: JUNE 9. 2006 (PRELIMINARY) STATUS OF PROPERTY ON MAP ❑ LOCATED IN UNSHADED ZONE "X" ❑ ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ZONE "AE" DELINEATE ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT) ® LOCATED ENTIRELY IN ZONE "AE" (INDICATE BASE FLOOD LEVEL ON CONSTRUCTION DRAWINGS) ❑ OTHER ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR—F CASE, NO. FLOOD HAZARD RECOVERY DATA ❑ FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED (PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS). ® FLOOD HAZARD RECOVERY DATA NOT AVAILABLE. ELEVATION INFORMATION BENCHMARK USED ® FEMA RM benchmark ❑ HARRIS—GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) ❑ OTHER DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT T.S.A.R.P. RM 060030 ELEVATION 18.23 NAVD 1988. 2001 ADJUSTMENT B.F.E. 17.7 II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) ❑ PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) 111. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN FLOOOPLAIN AS DELINEATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 17.7 (20 01L_ ADJ.) 108 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 17.7 (20 _01 ADJ.) NONE CUBIC YARDS • 4, WATER AND WASTEWATER I. TYPE OF SERVICE PROPOSED © MUNICIPALITY: CITY OF LA PORTE ❑ MUNICIPAL UTILITY DISTRICT: ❑ OTHER DISTRICT: ❑ PRIVATE WATER AND WASTEWATER SYSTEMS ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ INDIVIDUAL WATER WELL AND OSSF ❑ OTHER: ❑ NO UTILITIES ARE PROPOSED II. PROOF OF CAPACITY NXI LETTER FROM DISTRICT AUTHORIZING SERVICE AND CONNECTION ❑ TCEQ APPROVAL FOR WATER SYSTEM AND PERMIT FOR WASTEWATER SYSTEM. ❑ TCEQ APPROVAL FOR WATER SYSTEM AND OSSF FEASIBILITY REPORT ❑ OSSF FEASIBILITY REPORT WHICH CONSIDERS INDIVIDUAL WELLS III, AMOUNT OF FLOW ❑ RESIDENTIAL: ❑ COMMERCIAL: ❑ OTHER: J9IEI. I. COMPLETE FOR ALL PROJECTS H. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED NOTES I. COMPLETE FOR ALL PROJECTS IL COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN iv. LJLUMK KtUUIKtU VERIFIED BY: LOTS OR UNITS AVERAGE DAILY FLOW S, DESCRIPTION OF °ROPERTY I. LEGAL DESCRIPTION Z PLAT NAME (f ROPOSED OR RECORDED) LOTS 6 THRU 13 BLOCK 724 TOWN OF LA PO,'TE JOHNSON HUNTER SURVEY, A-35 HARRIS COUN`Y, TEXAS ❑ NEW PLAT LOCATED IN THESE SURVE (S: ❑ REPLAT OF RECORDED SUBDIVISION I R RESERVE KNOWN AS 11. ADJACENT ROADS WEST MAIN STREE ( & SOUTH 16th STREET I III. JURISDICTIONS ❑ CITY OF HOUSTON ❑X CITY OF LA PORTE ❑ ETJ, CITY OF ❑ UTILITY DISTRICT: ❑ OTHER: IV. HCAD ACCOUNT NOS (ALL) 024-091-024-0006 NOBS• -- 1., III., IV., COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO 4 PUBLIC OR PRIVATE ROAD. HCPID SIGNATURE BLOCK PROJECT KNOWN AS: DIESEL FUEL MAINTENANCE INC. 1607 WEST MAIN STREET WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BE OW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE 20*IBAS TO PAVING AN OR DRAINAGE ONLY DATE IY,-7 O LOCATION OF ITEMS IN COUN Y RIGHT OF WAY DATE No 2f5wef 9ea.� S 30 07 BY A5 TO STOR ATER QUALITY DATE HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION BY_ A1.9 A,--yl~ Pfid DATE FOR ITEMS LOCATED OUTSIDE HCFCD RIGHT-OF-WAY �.W. APPROVED: BY DATE FOR ffEMS 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 SUPPOR ING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED A D 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 ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRi ) BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALII FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION I, H. CARLOS SMITH A LICENSED PROFESSIOD (L z ;i'sN .fir NGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATIO I h z, F -.&, M ESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF �a KNOWLEDGE. COMPLETED PROJECT CONSISTS OF DRAWING SHEETS THRU SEA SIGNATURE DAB DATE I SHEET NO. R E V I S I O N S DESCRIPTION HA%US COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT EXPRES S REVIE " ' �� � i SHEET NUMBER O 3, 2006 REQUEST N0. IOO g975 APPLICANT NO. — — OF 4