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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 16' ALLEY (CONC. SURFACE) 60' R.OW. FENCE TO BE REMOVED 3/4' METE BY CI'I W W (A PROP. MAI ON IS' R. 60' R.OW. CURRENT: & WEST MAIN 2' >- EASTui= 94.30' UUMS �2-4.5' GATES PROP. DRIVEWAY 20.00 II x __________ 20' _ B.L. . I T x EXISTING FENCE----' w TO BE REMOVED T? a 73.0' 3 N X A �, J PROP, CONCRETE PAVING O, ai HANDI-CAP �4 H a Of III � o w .I m w 11 0 ii o i' EXIS' Hif .g, m II 10' if w ;; `8' k if if o x w „ wma 6' CH. LNK. --FV0P. 2'x2' GRATE 15' X © X RAMP x EXISTING FENCE TO BE REMOVED N LOT 8 LOT 10 LOT 9 RAMP 15' i F_H_-10' B.L. - - - — PROP, 1 SPACE 8 10' SERVICE POLE PROP. O.H. EXISTING TBM POLE 18.38 STREET N7 m ._------- tU MP _ al� r OFFICE (0 (1,200 SO. FT.) '- FINISH FLOOR ELEV. 19.0 1 ------ W -----60 PROPOSED 60'x6O' BUILDING M O 12, DOOR F O O SHOP AREA U) (2,400 SO. FT.) D12, R LOT 7 LOT 6 15.' DOOR 133. 1 PROP. 6' CH. LNK. FI PROP. 6- SEWER SERVICE TAP & - BY CITY (AS PER -LETTER FROM CITY) LOT 11 ANY FUTURE DEVELOPMENT OF THIS SITE SHALL REQUIRE APPROVAL OF H.C.F.C. AND H.C.P.I.D. LOT 12 — F LOT 13 LOT 14 WARD, RICHARD A. & TRUSTEE 024-091-024-0014 PVC. PREP' 6 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.480307-0920-J, DATED NOVEMBER 06, 1996, LIES PARTIALLY WITHIN ZONE 'AE", BASE FLOOD ELEVATIONS DETERMINED AND PARTIALLY WITHIN (SHADED) ZONE 'X AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 2. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204. NAD 83. ALL COORDINATES HEREON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES. 3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN HEREON. NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. 4. ELEVATIONS ARE BASED ON RM 060030, ELEVATION IS 18.23', NAVD 1988, 2001 ADJUSTMENT. 5. TEMPORARY BENCH MARK - RAIL ROAD SPIKE IN POWER POLE ON EAST SIDE OF 16TH STREET, ELEVATION IS 18.38'. 6. THIS TRACT IS SUBJECT TO CITY OF LA PORTE ORDINANCES PROP. 2'x2' GRATE PROP.12' HDPE -a,0'• 16' ALLEY KEK LA PORTE PARTNERS LTD 024-091-024-0033 I ( I LOT 5 I LOT 4 I LOT 3 I ( I I I I 1 LOT 2 LOT 30 �Ql ANY FUTURE DEVELOPMENT OF THIS SITE SHALL REQUIRE APPROVAL OF H.C.F.C. AND H.C.P.I.D. LOT 29 CITY OF LA PORTE 024-091-024-0032 LOT 28 LOT 27 1. THE LOCATION OF THE -SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.480307-0920-L, (PRELIMINARY) DATED JUNE 09, 2006, LIES WITHIN ZONE 'AE", BASE FLOOD ELEVATIONS DETERMINED AS 17.5. ACCORDING_ TO T.C.E.Q. NOTICE LETTER THE MAP WILL BECOME EFFECTIVE ON JUNE 18,2007. 0 W Of to A W > +, O Ln CK a � f z H v O V) x K z LEGEND R.O.W. RIGHT OF WAY CONC. CONCRETE PVMT. PAVEMENT FL FLOW LINE TB TOB OF BANK C.L.F. CHAIN LINK FENCE H.C.C.F. NO. HARRIS COUNTY CLERKS' FILE NUMBER WATER METER CLEAN OUT DO WATER VALVE O POWER POLE FIRE HYDRANT Q MAN HOLE ❑T TELEPHONE PEDESTAL Q BURRED CABLE MARKER NOTESi 1. 'EXTERIOR BUILDING DESIGN STANDARDS- 100% masonary and gtass'. 2. NO IRRIGATION/LANDSCAPE METER IS PROPOSED. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN FOR DIESEL MAINTENA CE IN LA PORTE, TEXAS IN CONE❑RMANCE WITH THE LAWS OF THE STATE OF EX S AN T E ORDINANCES OF THE CITY OF LA PORTE. BY: __ _--- ATTE WAYNE ❑ By � ---- DIRECT A PORTE R❑DNEY SIP.E. PLANNING EPARTMEf LA PORTE CITY ENGINEER. FILING DATE, --------------------- PLAT ACCURACY CERTIFICATE I, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. H. CARLOS SMITH ------------------------- TEXAS REGISTERED NO. 13327 REVISED: FEBRUARY 25, 2007 APRIL 1, 2007 APRIL 12, 2007 MAY 20, 2007: revisions as per City of La Porte ' D ' ST. Lu • C • ST. t- N �p t � In } ' B ' ST, L F x � 3 x ti o z LLJ H %0 t- ' A ' ST. 3:rn M 0 z WI ST MAIN STREET W s PR (POSED SITE , VICINITY MAP BUILDING AREAS OFFICE: 1,200 SQ. FT. SHOP: 2,400 SQ. FT. TOTAL AREAS: 3.600 SQ. FT. LOT COVERAGE: LOTS 6 THRU 10 TOTAL AREA = 13,562 SQ. FT. 40% = 5,425 SQ. FT. BUILDING AREA = 3,600 SQ. FT. (26.5%) LANDSCAPING TOTAL AREA = 13,562 SQ. FT. BUILDINGS. = -3,600 SO, FT. BALANCE = 9,962 SQ. FT. LANDSCAPING ® 6% = 598 SQ.FT. LANDSCAPING PROVIDED: PROVIDED: FRONT = 515 SO. FT. SIDE = 945 SQ. FT. TOTAL LANDSCAPING PROVIDED: = 1,460 SQ. FT. (3 = BRAFORD PEAR 8- = OLEANDER WHEEL STOPS REQUIRED PARKING: SPECIAL TRADE CONTRACTORS REQUIRED )ARKING: 4 MIN+ 3/1,000 S.F. OFFICE, 1 FOR 3 ION OFFICE EMPLOYEES: \ 5 - OFFICE 2 - SHOP (PART TIME) .Io REGULAR SPACES 1 (HANDI-CAP SPACES) TOTAL: 7 PARKING SPACES NAME OF DEVELOPMENT: DIESEL FUEL MAINTI'NANCE, INC, TYPE OF DEVELOPMENT: OFFICE & MAINTEN kNCE SHOP OWNER: DIESEL FUEL MAINT NANCE, INC, BUILDER: TO BE NAMED LEGAL DESCRIPTION: LOTS 6 THRU, .0 BLOCK 724 MAP OF LA PORTE -'NEBRASKA SYNDICATE J❑HNS❑N HUNT iR SURVEY,A-30 JOB ADDRESS: 1607 WEST MAIN ST ZEET ZONED: GENERAL COMMERCE 1L (GC) DATEi SCALEi JANUARY 20, 2007 H. CARLOS SN ITH 1' = 20' DRAWN, ENGINEERS AND SURVEY )IRS, INC. CAD FILE, F_JB P.O. BOX 529 423 N. HWY 146 3621-06_4THDSITE PROJECTi LA PORTE, TEXAS 77571 SHEET 3621-06 ( PH. (281) 471-4226 FAX (281) 4, -4228 2 pF [� G D NOTE, CONTRACTOR I; AND FLOW LIN STORM SEWER CONSTRUCTION COMMENCING SITE. E- W W 'C_ V I ^ R7 C:) r- O V) EXISTING 18' R.C.P. wl 3 O n ul X 09 C3 0) �l ti I a cJ �? x d ;D Iz y-} x w O r WEST MAIN STREET LEGEND PROP. LIEAST - 94.30' U 52,0' ' --DUMPSTER Ell PROP, CONCRETE PAVING 73.0' DA-1 0.31IAc. b 0=1.79 C.F.S. 12' IN-E I.E. 15.19 IV AW 0ny TnP roATc 2 z PROP. MANHOLE ' PROP. 15' GATE 12' DUT-W PROPOSED 32 L.F. I,E. 15.36 x w 2' RCP 8 040% 1° au ® a N 60' � OFFICE (1,200 SO. FT.) I -----60 - - - - - - W PROPOSED 60'x6O' BUILDING u 12' FINISH FLOOR x O z INSTALL 4 6' RESTICTOR RAMP DOOR ELEV.19,0 MO 20 L.F. Y PROP. 2'x2' GRATE SHOP AREA IC3 N (2,400 SO. FT.) IIuj PROP. CONCRETE PAVING RAMP , DOOR � I` d DESIGN W.S.= 18.8 .H. a 10, / 0 S86°56'25TW - 133.bO' (FLEW 1838 16' ALLEY 1191 I.E. 14.82 IS! DOOR CH. " LOT 11 11 TRACTS LIES IN ZONE AE B.F,E 17.7 F,E.M.A..MAP 4820IC945L DATED J NI 11 LOT 12 5 LOT 13 z oa xL!l wmLj .+ FNO. 1/2' R.R HYDRAULIC TABULATI❑NS , u 'C' FACTOR 0,85 0.30 TOTAL CA RAINFALL FREQUENCY TIME OF CONCENTRA- TI❑N MIN. 10 INTENSITY INCHES PER HOUR FIG. 5-2 Q C.F.S. DRAINAGE AREA NO. ACRES PAVEMENT AREA GRASS AREA DA-1 0,311 AC. 0,265 - 0,265 2 YR. 10 6.76 1.79 D I O I LOT 5 I LOT 4 16' ALLEY LOT 3 LOT 2 LOT 1 I TXDOT DRAINAGE SYSTEM MAP ROBERT REID (3/06/1991) DA: C84B 1.10 ACRES Q= 4.87 CFS ( COPY ATTACHED ) AREA OF SITE= 0.311 ACRES ALLOWABLE OUTFALL RATE= 2.46 CFS CITY OF LA PORTE STORAGE VOLUME PROVIDED: (IN PARKING AREA) DETENTION:.0.20 AC-FT/AC V = (0.20) (0.311 Ac.) V = 0.062 Ac-ft. V = 2,701 cu-ft. REQUIRED V = 2,730 cu-ft. PROVIDED DESIGN WATER SURFACE ELEV.= 18.8 R.O.W. RIGHT OF WAY CONC. CONCRETE PVMT. PAVEMENT FL FLOW LINE TB TOB OF BANK C.L.F. CHAIN LINK FENCE H.C.C.F. NO. HARRIS COUNTY CLERKS' FILE NUMBER 19 WATER METER 0 CLEAN OUT M� WATER VALVE m POWER POLE Q FIRE HYDRANT MAN HOLE TO TELEPHONE PEDESTAL © BURRIED CABLE MARKER r-lg-.Ol PROPOSED TOP PAVEMENT ELEVATION IN RE'/IEliV FOR tYE3 e HARRIS COUNTY DRIVEWAY DETAILS 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, 160 VAX CROSS SLOPE e4 a e4' c/c R.O.V. LDE PROP. SAW CUT 18' 1HAGC ff 3' CLEARANCE GUTTER EXIST. CURB STANDARD M' STEEL EXISTING PA ' 6� 11yCUT UNDER V ]XVIRD EXPANSION STl ORI&W PAVEMENT PA PREFORMED JOINT 3' CLEARANCE CTYPJ 7' THICK REDff'ORCFD CONCRETE (SEE GENERAL NOTE H67) TO 93% STANDARD POMCTCT DENSTTY� _ _ B USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS 4' AROMA WIDTH OF DRIVEWAY FOR DRIVEWAYS L�. MAX RRaV. LINE SIDEWALK SLOE lama =R ALX I' BOARD EXPANS= OR 1/E' PREFORMEDRAF E TRUUNG PREFORMED JMNT RAMUS 'HDRIVEWAY 5 BON/ 15' MAX BACK Dt' EXISTING 5IK/ CTYPJ CURB CTYPJ I 12, TO IV SAW I (PRGUTTER LDE EXTEND EOSTDXi EXPANSION MINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JIQNT IN ME STREET AT THE PROPOSED DRIVEWAY ORTERSECTDDL DRIVEWAY ON CURBED APPRWED eY, DRAWN BY, CONCRETE OR ASPHALT STREETS JP- maw CASTAtEDA, C. ��15 NOV Loos DRavnre DW 1 COMMERCIAL AREA HARRIS COUNTY PUBLIC INFRASTRUCTURE C❑NSTANTSI HARRIS COUNTY CITY OF LA P❑RTE 2 YEAR STORM - HARRIS CO. 3'YEAR STORM - CITY e b d 0.800 68 73 e b 0.8075 77,27 Cl 17.1 RAINFALL INTENSITY FORMULA RAINFALL INTENSITY FORMULA b b I= --------- I=--------- C tc+ d )e C tc+ d )e I= --_68 ---- 0 800 I= __ 0 8075 C7.9+10)' <17,1+10)' I= 6.76 I= 5.38 REVISED= FEBRUARY 25, 2007 APRIL 1,2007 APRIL 12,2007 MAY 18, 2007, revised per City La Porte Review Letter. MAY 25, 2007: ADDED NEW DRIVEWAY DETAIL ' D ST. - Ld Ld • C ST, W ~ � x T 3 2 ' B ' ST. LJ m n O W � Z %D ' A ' ST. C3 z WE T MAIN STREET w z PR' (POSED SITE VICINITY MAP GENERAL NOTES, 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL MATCH EXISTING STREET. 2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORT( AND CEMENT CONCRETE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING NO.3 FOR ADDITIONAL INFORMATION AND DETAILS. 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORI AND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 11CHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE (PROPERTY LINE). 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE 84 I,FORMED SPACED AT 24 INCHES C.C., EACH WAY, WITH 10 INCHES I INIMUM LAP (6'x12' W5xW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE, 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM AP OF 8 INCHES. 6. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE I ' EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT IJRB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. S. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES I. JAY FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO'rKPOSE EXISTING REINFORCEMENT STEEL. 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY C13NNECTIOFROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-01 -WAY LINE, COMPACT TO 95X OF STANDARD PROCTOR DENSITY I•/- 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES TH RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTEI 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A.IINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDErALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3' ALIVE SUBGRADE. (3 INCHES MANUFACTURED CHAIRS ARE REQUIR 0 WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). CONSTRUCTION NOTES FOR SIDEWALKS Bn���' & DRIVEWAYS ON CURBED TYPESTREETS,COMMERCIAL 7PA-M PAWING to DW-4 AREA HARRIS COUNTY ENGINEERING DEPARTMENI JASHARE\Std Drgs and Specliicatlans\Drawings\HCDRWY-4.dag 07. !42001 09,43,34 AM CDT NAME OF DEVELOPMENT: DIESEL FUEL MAINTI NANCE, INC, TYPE OF DEVELOPMENT: OFFICE & MAINTEN/ NCE SHOP OWNER: DIESEL FUEL MAINTI NANCE, INC, BUILDER: TO BE NAN ED LEGAL DESCRIPTION: LOTS 6 THRU, 1) , BLOCK 724 MAP OF LA P❑RTE - gEBRASKA SYNDICATE J❑HNS❑N HUNTE 2 SURVEY,A-30 JOB ADDRESS: 1607 WEST MAIN STF EET ZONED: GENERAL COMMERCIA _ (GC) JANUARY 20, 2007 H. CARLOS SMITH DRAWN, ENGINEERS AND SURVEY I- 2S, INC. F-JB P.O. BOX 529 423 N. HWY. 46 PROJECT, LA PORTE, TEXAS 77571 3621-06 PH. (281) 471-4226 FAX (281) 471 4228 1' = 20' B �, A STM S-IR INLET WEST MAIN STREET Top 151 FLI 1.3 (WIDTH VARIES) 4- SC '51 7 ro- AS �p FND. 1/2- I.R N 153 TTND. 1/2- I.R. EAST 94.30 20 10 0 20 40 '51 x N FEET eG 0 G x Ni. 1 = 20' 01 DATE: DECEMBER 15, 2006 0 In x -1.1 x C71 6' x x U) Ld 40 0 V) oLOT 4 C? x 0 LEGEND X LOT 2 LOT 1 to X�x x LOT 3 R.O.W. RIGHT OF WAY C) 1 0 LOT 5 CONC. CONCRETE z f;-76- C.L.F. LOT 7 LOT 6 PVMT. PAVEMENT 0 FL FLOW LINE LOT 81 z TB TOB OF BANK LOT 10 LOT", 9 C.L.F. CHAIN LINK FENCE H.C.C.F. NO. HARRIS COUNTY CLERKS' os) FND. 1/2- I.R. 1-)FILE NUMBER \ 16g 0 WATER METER 'bra (D CLEAN OUT FND 1/2' 1 R Nib+69 WATER VALVE 16' ALLEY POWER POLE '257W — 133.00' O FND. 1/2- I.P. 25"E . 125.00'* -9- FIRE HYDRANT N86�56' Ld op 0 MAN HOLE Li `E — 125.00, .1 .1 0 FND. 1/2- I.R. 0 111 TELEPHONE PEDESTAL N86�56'25tg. Ns. C:) 91 BURRIED CABLE MARKER o5 6 0 LOT 30 L0 c; TBM L0 ELEV. 18.38 LOT 10 op w F- % 3.0 LO 0 :0 z 10 V) o6 LOT 29 (0 to 0 LOT 10 <1.9 55 IP Nell N10 Lr) z �56'25" 125.00'1b:� I.R/ to) 0 tp Nql S86�56'25" FND. 1/2- 18' RCP to FL 14.7 0 0 cn LOT 28 Li LOT 10 -1 <15 , LOT 27 S86^56'25"W — 125.00FND. 1/2- I.R/ \FND. 1/2' I.R. -le LOT 10 TOPOGRAPHIC SURVEY 0 LOT 10 OF LOS 6 - 13 AND 29 AND 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.480307-0920-J, DATED NOVEMBER 06, 1996, LIES PARTIALLY 30, BLOCK 724 WITHIN ZONE "AE". BASE FLOOD ELEVATIONS DETERMINED AND PARTIALLY WITHIN (SHADED) ZONE "X", AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 1, DAVID C. NEWELL, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY SOUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. THIS CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY MADE ON THE GROUND TOWN OF LAPORTE STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE UNDER MY SUPERVISION AND CORRECTLY REPRESENTS THE FACTS FOUND AT THE TIME REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY OF THIS SURVEY. VOLUME 58, PAGE 460, HARRIS AND IS NOT INTENDED TO IDENTIFY SPECIFIC -'FLOODING CONDITIONS. OF COUNTY DEED RECORDS, TEXAS 2. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE S + SYSTEM, SOUTH CENTRAL ZONE 4204, NAD 83. ALL COORDINATES HEREON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES, 3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND LAVIL u. NEWELL SHEET 4 OF'4* THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN DAVID C. NEWELL PROJECT 45-04 16TH & MAIN 0 HEREON. NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS REGISTERED PROFESSIONAL LAND SURVEYOR .,P PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. Op R's TEXAS REGISTRATION NO. 4085 ti Civil Concepts, inC. 4. ELEVATIONS ARE BASED ON RM 060030. ELEVATION IS 18.23'. NAVO 1988, 2001 SUR SURVEYING & MAPPING ADJUSTMENT. CIVIL ENGINEERING 5. TEMPORARY BENCH MARK - RAIL ROAD SPIKE IN POWER POLE ON EAST SIDE OF 3425 FEDERAL STREET, PASADENA, TEXAS 77504 16TH STREET, ELEVATION IS 18.38% C OFFICE: 713-947-6606 FAX: 713-947-6609