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HomeMy WebLinkAboutSPEC'S LIQUOR SITE PLANJB 18JB 24CB 18CB 24CB 18CB 8CB 8CB 8ABC123546125'~2" W.L. (PRIVATE)METERS SHALL BE PLACED OUTSIDEPROPERTY LINE. LOCATION OFMETERS ON PLANS ISDIAGRAMMATIC.PROPOSED 7'±~1-1/2" WATERSERVICE LINE (TAPPING SADDLEW/CORPORATION STOP) ANDPROPOSED 1-1/2" WATER METERWITH BOX AT CONNECTION.PROVIDE A RPZBACKFLOW PREVENTERAT IRRIGATION LINEMAKE SEPARATE TAP FORIRRIGATIONPROPOSED 7'±~1" IRRIGATION LINE(TAPPING SADDLE W/CORPORATION STOP)AND PROPOSED 1" IRRIGATION METERWITH BOX AT CONNECTION.PROVIDE A RPZ BACKFLOWPREVENTER AT DOMESTIC LINEPROPOSED MUELLERHYDRANT BULLDOGORANGEC.O.WW1291628'~24" RCPCULVERT1.0%21.50FG19.00FG22.35TC21.85TP22.65BC22.15TP21.13EX21.61EX22.75TC22.75TC22.65BC22.15TP22.65TP22.27TP21.85BC21.35TP21.85BC21.35TP22.35BC21.85TP22.35BC21.85TP22.75TC22.75TC22.25TP22.65TC21.85FG21.85FG21.85FG21.85FG22.35BC21.85TP22.65BC22.15TP22.65BC22.15TP22.35BC21.85TP21.85FG21.85TP18.00FL20.85FL20.18FL21.85FG20.00FL19.42FL22.65TC21.85BC21.35TP21.80TW19.80BW21.80FG20.80TW19.80BWWP1-EWP1-EWP1WP1-EWP1-EWP1WP1WP1WSWSWSWSFH2FH2FH2FH2FF1~C.O.99'~4" @ 1.0% SAN. SWR. (PRIVATE)RE: PLUMBINGPLANS30'~4" @ 1.0%SAN. SWR. (PRIVATE)55'~6" @ 1.0%SAN. SWR.CONNECT TO EXISTINGSANITARY SEWERMAHOLE WITH A DROPFL 14.00SANITARY SEWERMANHOLE (PRIVATE)TR 21.30FL 17.50 (E)FL 14.55 (S)MH#0004CONNECTION TO BE MADEBY CONTRACTOR. WORKMUST BE INSPECTED BYCITY OF LA PORTE28'~18" HDPE @0.50%PERFORATED40'~12" HDPE @0.50%PERFORATEDTG 21.78FL 20.1016'~12"HDPE @0.50%20'~12"HDPE @0.50%TG 21.30FL 18.1836'~18" RCP@0.50%40'~10" HDPE @0.50%PERFORATED30'~18" HDPE @0.50%PERFORATEDTG 21.10TG 21.10TG 21.1024" RCP24" RCPTG 20.75FL 20.2050'~4" HDPE50'~4" HDPETG 20.75FL 20.35TG 20.90FL 20.5018'~4" HDPE2' SEGMENTAL WALL1' SEGMENTAL WALLTRANSITION FROM 2'TO 1' WALLRE: PRECAST CONCRETE JUNCTIONBOX STANDARD DETAIL: JUNCTIONBOX/MANHOLE WITH FLAT SLABSHEET. BOX I.D. 4'X4'. TOP OF RIM 21.5'6" RESTRICTOR2020FAIRMONT PARKWAY(250’ R.O.W.)EXISTING SAN.SWR. MHRIM 19.64'W,E, 18"FL=12.94'RCP2 1 2018171919 192119 212212" EXIST. W.L.(PUBLIC)12" EXIST. W.L.(PUBLIC)~RESERVE 4CO24" RCP150.00'TOTAL AREA=0.8173 ACRE(35,600 SQ. FT.)FND 1/2" I.R.BRS. S88° 11'E 0.4'CATCH BASINEXISTING SAN.SEWER MANHOLERIM 20.55'COMHN,E, 8"FL=16.35'PVCSIGNSIGNN89° 52' 52"E 178.00'S00° 07' 09"E 200.00'N00° 07' 09"W 200.00'S89° 52' 52"W 178.00'RESERVE 37' U.E.20' B.L.10' B.L.68' B.L.10' U.E. PER H.C.C.F. NO. V537201910' U.E.25' COMMON USEACCESS ESMT. &UTILTY ESMT.28' COMMON USEACCESS ESMT. &UTILTY ESMT.5' X 20' A.E.5'X20' A.E. H.C.C.F. NO. V53720195'X20' A.E.E.V. GRAY TRUSTEEH.C.C.F. NO. E103745REMAINDER OFRESERVE 5EBCOT LAND HOLDINGS LLC.FAIRMONT PARK EAST BUSINESS PARK10411 W FAIRMONT PKYLA PORTE TX 77571SH DV2 LLC.FAIRMONT PARK EAST BUSINESS PARK0 W FAIRMONT PKYLA PORTE TX 77571CATCH BASINTOP 20.09'N, 12" PVCFL=17.19'S, 12" PVCFL=17.39'250' R.O.W.22.07'~SHELL RETAIL SPACEOCCUPANCY CLASS = MOCCUPANCY LOAD = 255CONST. TYPE= V-BLEASE SPACE SF AREA= 8,010F.F.E.= 22.80'111123444556666667777888999999881081112121381414141515161616161611171818181818181919191920DATE:DRAWN BY:CHECKED BY:SHEET:REVISIONSCLIENT REVIEWPERMITBIDDINGCONSTRUCTIONISSUE HISTORYDATEISSUED FORDATE© "ARCHITECTURAL WORK" : THIS PROPERTY BELONGS TO INTERFIELD: INTERFIELDengineering | architecture401 STUDEWOOD, SUITE 300HOUSTON, TEXAS 77007WWW.INTERFIELD.NETTEL. (713) 780−0909TX. REG. NO. F−561104.08.2004.08.2004.08.2004.08.2004.22.2104.09.2004.09.2004.09.2004.09.2008.06.2008.06.2008.06.2008.06.2010.01.2010.01.2010.01.2010.01.201 : 2004/23/2021 9:29:25 AMZ:\Projects CAD\2021\21−19067 − SVAG Construction − 10505 W. Fairmont\02 Drawings & Calcs\03 Architectural\Main Revit File − DO NOT CHANGE\21−19067.00 − Main Building − 04.09.21.rvt04.02.20LNSJJH/SCB19067.00SH DV1 LLCPROPOSED SHELL RETAILCENTER10505 W FAIRMONT PKWY,LA PORTE, TX, 77571A1.00SITE PLANPARKING SYNOPSISPARKING SYNOPSISPARKING SYNOPSISPARKING SYNOPSISOCCUPANCY TYPEPARKING COUNTREQUIREDPROPOSEDSHELL RETAIL BUILDING "M"32LANDSCAPING ANALYSISLANDSCAPING ANALYSISLANDSCAPING ANALYSISLANDSCAPING ANALYSISSTREET R.O.W. -TYPE/LOCATIONLIGUSTRUM JAPONICUM (WAXLEAF LIGUSTRUM) SHRUBPARKING -TYPE/LOCATIONQUERCUS TEXANA RED (RED OAK)CALIPERSIZEREQUIREDPROPOSED2"5 GAL.2"49/10 = 5FAIRMONT PARKWAY/QUERCUS VIRGINIANA (OAK)8,010/1,000 x 4175/30 = 66X10 = 605 GAL.LIGUSTRUM JAPONICUM (WAXLEAF LIGUSTRUM) SHRUBGENERAL NOTES:GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:1.PRE−FINISHED METAL DOWNSPOUT TO CONNECT TO STORM SEWER.2.FOR SITE LIGHTING, REFER TO SITE PHOTOMETRICS PLAN1 : 2001SITE PLAN37. KEYED NOTES. KEYED NOTES. KEYED NOTES. KEYED NOTES1 PROPERTY LINE2 PROPOSED DUMPSTER (RE: A1.02 FOR DETAILS)3 EXISTING DRIVEWAY TO REMAIN4 PROPOSED PARKING SPACES (ALL PARKING SPACES ARE 9’−0" X 19’−0" U.O.N.)5 PROPOSED ACCESSIBLE PARKING6 PROPOSED STREET TREES (RE: LANDSCAPE ANALYSIS)7 PROPOSED PARKING TREES (RE: LANDSCAPE ANALYSIS)8 PROPOSED 6" CONCRETE CURB9 PROPOSED STREET SHRUBS (RE: LANDSCAPE ANALYSIS)10 PROPOSED MONUMENT SIGN (SIGNAGE TO BE PERMITTED SEPARATELY)11 PROPOSED SWALE (RE: CIVIL DRAWINGS)12 PROPOSED JUNCTION BOX (RE: CIVIL DRAWINGS)13 PROPOSED WATER METER (RE: CIVIL DRAWINGS)14 PROPOSED CATCH BASIN (RE: CIVIL DRAWINGS)15 PROPOSED ADA SIDEWALK RAMP16 PROPOSED LIGHT POLE (RE: ELECTRICAL)17 PROPOSED FIRE HYDRANT18 PROPOSED CONCRETE PAVEMENT − DUST FREE SURFACE19 EXSTING CONCRETE PAVEMENT − DUST FREE SURFACE20 PROPOSED CONCRETE DRIVEWAY (RE: CIVIL DRAWINGS)LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION0.8173 ACRE (35,600 SQ. FT.), ALL OF RESERVE 4, AND A PORTION OF RESERVE 5, OF FAIRMONT PARK EAST, BUSINESS PARK RESERVES 1, 3, 4, 5 AND 6 FILM CODE NO. 564034, H.C.M.R. HARRIS COUNTY, TEXAS.706444#NNNNBUILDING USEBUILDING USEBUILDING USEBUILDING USENEW SHELL RETAIL BUILDING (FUTURE TENANT TO PERMIT SEPARATELY)LAND INFORMATIONLAND INFORMATIONLAND INFORMATIONLAND INFORMATIONZONED: GENERAL COMMERCIALADDRESS: 10505 W. FAIRMONT PARKWAY, LA PORTE, TX 77571KEY MAP: 579FLOT SIZE: 35,600 SFPROPOSED BUILDING SIZE: 8,010 SFLOT COVERAGE (%): 22.5%PROPOSED PAVEMENT: 19,444 SFPROPOSED SIDEWALK (AT BLDG): 1,641 SFPROPOSED LANDSCAPING: 6,505 SFLANDSCAPE COVERAGE: 18.3%FLOOD PLAIN DATA:FLOOD PLAIN DATA:FLOOD PLAIN DATA:FLOOD PLAIN DATA:ACCORDING TO FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C0940M, DATED JANUARY 6, 2017, TRACT LIES WITHIN ZONE "X".SITEVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPntsCity Approving Authority Certificate:This is to certify that on ___ day of _______________________, 20____ the City of La Porte, Texas, hasapproved this site plan and development of _____________________________________ in conformance with the ordinances of the City of La Porte.By: ______________________________________________Director, Planning and Development______________________________________________City Planner______________________________________________City EngineerLEGEND0.817 ACREla porte retail center6thJuly21AMENDED July2027thORIGINAL ENGINEER'S CERTIFICATIONFLOOD PLAIN STATUSDESCRIPTION OF PROPERTY COMMERCIAL / OTHER SITE DRAINAGEWATER AND WASTEWATERHARRIS COUNTYENGINEERING DEPARTMENTREVIEW SHEETPAVINGDRIVEWAYS (in H.C. ROW only)TRAFFIC CONSIDERATIONS RESIDENTIAL / SUBDIVISION DRAINAGE1.3.4.5.2.7. CURBING FIRE APPARATUS ACCESS ROADCURB RAMPS 8.0.2****6.STORMWATER QUALITY LANDSCAPING 9.PERMITS REQUIRED10. WORK IN HARRIS COUNTY R.O.W.FOR PROJECTS LOCATED IN ANY FLOODPLAINDevelopment constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas 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 II permit)All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated in accordance withSection 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 withFEMA Technical Bulletin 1-08 for foundation openings.Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2% flood elevation, or24 inches above the crown of the adjacent road, which ever results in a higher elevation.Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters.Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible.A completed as-built certificate must be submitted after the structure is complete and before it is occupied.The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met.No fill may be used to elevate structures in the 1% or 100yr flood plain. Structures may be constructed on an open foundation, such as piers, or on continuous foundationwalls 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 of 120mph.Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured or sub-floor is installed and before the framing starts, and a thirdis required once construction is finished. *(PER CURRENT FIRM PANEL) to the Harris County Engineering Department, 10555 Northwest Freeway, Suite 120, Houston, TX77092IF YES, CHECK THE BOX THAT APPLIES TO THIS PROJECTNOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BEACCURATELY SHOWN & LABELED ON THE SITE PLANS.NOTE: SEPTIC SYSTEMS REQUIRE H.C. WASTE WATER REVIEWNOTE: PUBLIC UTILITIES REQUIRE A LETTER FROM THE DISTRICT/MUNICIPALITY AUTHORIZING SERVICE & CONNECTION.THIS IS REQUIRED FOR PLAN APPROVAL.NOTE: ALL ROADSIDE DITCH OUTFALLS REQUIRE EROSION CONTROL MEASURES.RIPRAP IS NOT ALLOWED AS AN EROSION CONTROL MEASURE IN HARRIS COUNTY ROW.ALL PUMPED DETENTION OUTFALLS TO ROADSIDE DITCHES REQUIRE MANHOLE W/ LEADS.DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDEALL VIOLATION NUMBERS.DESIGNTHICKNESSOF PAVINGSTABILIZEDSUBGRADEDEPTHDESIGNSTRENGTHOF CONCRETESTEEL SPACINGLONG. TRANS.(IN.)(IN.)(PSI)(IN.) (IN.)NOTE: ALL APPROVED, FINAL PLATS AND ASSOCIATEDCPC101 FORMS MUST BE INCLUDED WITH PLAN SUBMITTAL.OFFSITE SHEET FLOW: (100 YEAR)OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, ANDDESIGN ACCOMODATIONS ARE SHOWN ON SHEET _____ OR, AS PRESENTEDIN THE APPROVED DRAINAGE STUDY ENTITLED _________________________.TOTAL ACREAGE = _____TOTAL DISCHARGE = _____NOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BEIDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNINGENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED.NOTE: A COPY OF TCEQ APPROVAL FOR PRIVATE WATER &WASTE WATER SYSTEMS IS REQUIRED FOR PLAN APPROVAL.BENCHMARK REQUIREMENTS FORPROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONSWhen the County Engineer has determined that a new benchmark will be required to be established forthe proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of theHarris County Infrastructure Regulations.Is a new Benchmark required for this project? (to be determined by Harris County) [__] yes [__] noIf a new Benchmark is required, the proposed benchmark information is shown on sheets ____NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBMITTED TOTHE HARRIS COUNTY FIRE PROTECTION GROUP FOR REVIEW ANDPERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVILREIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FORTHE FIRE PROTECTION SYSTEMS.(#4 MIN.)REINFORCESTEELSIZEWASTEWATER TREATMENT PLANTSIS THE PROPOSED PROJECT A NEW WWTP SITE OR A REHAB/EXPANSION OF ANEXISTING WWTP SITE?YES NOIF YES, IS A HARRIS COUNTY DOMESTIC WASTEWATER TREATMENT PLANT EXPRESREVIEW SHEET ATTACHED AND COMPLETED ACCORDING TO INSTRUCTIONS?YES NOREFER TO:WWW.ENG.HCTX.NET/PERMITS/WASTEWATER/REGULATIONS-STANDARDS-DETAILSFOR DOMESTIC WWTP ERS FORMHARRIS COUNTY ENGINEERING DEPARTMENT -PERMIT OFFICE NOTE:THE PERMIT MANAGER SIGNATURE REPRESENTSTHE FOLLOWING:xTHE COMPLETION OF REVIEW OF THESEPLANSxINTERPOSE NO OBJECTION TO THE PROPOSEDDESIGN ON PRIVATE PROPERTYxAPPROVAL OF WORK IN HARRIS COUNTYMAINTAINED RIGHT OF WAYxAPPROVAL OF WORK IN PROPOSED HARRISCOUNTY RIGHT OF WAY THAT IS TO BEACCEPTED BY THE COUNTYSK10.81RES. 4, AND A PORTION OF RESERVE 5 FAIRMONT PARK EAST, BUSINESS PARKFAIRMONT PARKWAYLA PORTE1257420000004N/A------0.8170.8170.449C1.00.4510.5548201C0940M01/06/201717.55'TSARP MON RM NO. 02017021.55' NAVD 1988, 2001 ADJ.111CITY OF LA PORTELIDCITY OF LA PORTEFAIRMONT PARK EAST, BUSINESS PARKC3.0178 0.4812.37 C1.018"6" (MINIMUM)C1.0 ---A1.00---C0.2 1104/13/20STORM SEWER OUTFALL2003190037 2003190035 Ä;'#45614/%#.%7.#6+105 %6;2+%#.2.#56+%&4#+024'%#56%10%4'6'%#6%*$#5+0,70%6+10$1:5*''6(#+4/1062-9;.#2146'6:5*&8..%241215'&5*'..4'6#+.%'06'4 R3'-0"R10'-0"R15'-0"R75'-95_8"R5'-0"R10'-0"R3'-0"27'-8"19'-0"25'-01_4"19'-0" 24'-0" 19'-0"9'-0"9'-0"9'-0"25'-0"WW12916ADDITIONAL AREA5,595 SFPROPOSEDPYLONC.O.C.O.~FIRELANEFAIRMONT PARKWAY(250’ R.O.W.)12" EXIST. W.L.(PUBLIC)12" EXIST. W.L.(PUBLIC)~N89° 52' 52"E 178.00'S89° 52' 52"W 178.00'RESERVE 4RESERVE 37' U.E.20' B.L.68' B.L.10' U.E. PER H.C.C.F. NO. V537201910' U.E.25' COMMON USEACCESS ESMT. &UTILTY ESMT.28' COMMON USEACCESS ESMT. &UTILTY ESMT.CO24" RCP150.00'5' X 20' A.E.5'X20' A.E. H.C.C.F. NO. V53720195'X20' A.E.TOTAL AREA=0.8173 ACRE(35,600 SQ. FT.)E. V. GRAY TRUSTEEH.C.C.F. NO. E103745VACANT LOTAREA=30,000 SQ. FT.FND 1/2" I.R.BRS. S88° 11'E 0.4'CATCH BASINEXISTING SAN.SWR. MHRIM 19.64'W,E, 18"RCPFL=12.94'EXISTING SAN.SEWER MANHOLERIM 20.55'N,E, 8"PVCFL=16.35'COMHSIGNSIGNS00° 07' 09"E 200.00'N00° 07' 09"W 200.00'10' B.L.10' B.L.10' B.L.RESERVE 4RESERVE 5AREA=5,600 SQ. FT.REMAINDER OFRESERVE 5CATCH BASINTOP 20.09'N, 12" PVCFL=17.19'S, 12" PVCFL=17.39'22.07'~R3'-0"R10'-0"R15'-0"R75'-95_8"R5'-0"R10'-0"R3'-0"27'-8"19'-0"25'-01_4"19'-0" 24'-0" 19'-0"9'-0"9'-0"9'-0"25'-0"WW12916ADDITIONAL AREA5,595 SFPROPOSEDPYLONC.O.C.O.~FIRELANEFAIRMONT PARKWAY(250’ R.O.W.)12" EXIST. W.L.(PUBLIC)12" EXIST. W.L.(PUBLIC)~N89° 52' 52"E 178.00'S89° 52' 52"W 178.00'RESERVE 4RESERVE 37' U.E.20' B.L.68' B.L.10' U.E. PER H.C.C.F. NO. V537201910' U.E.25' COMMON USEACCESS ESMT. &UTILTY ESMT.28' COMMON USEACCESS ESMT. &UTILTY ESMT.CO24" RCP150.00'5' X 20' A.E.5'X20' A.E. H.C.C.F. NO. V53720195'X20' A.E.TOTAL AREA=0.8173 ACRE(35,600 SQ. FT.)E. V. GRAY TRUSTEEH.C.C.F. NO. E103745VACANT LOTAREA=30,000 SQ. FT.FND 1/2" I.R.BRS. S88° 11'E 0.4'CATCH BASINEXISTING SAN.SWR. MHRIM 19.64'W,E, 18"RCPFL=12.94'EXISTING SAN.SEWER MANHOLERIM 20.55'N,E, 8"PVCFL=16.35'COMHSIGNSIGNS00° 07' 09"E 200.00'N00° 07' 09"W 200.00'10' B.L.10' B.L.10' B.L.RESERVE 4RESERVE 5AREA=5,600 SQ. FT.REMAINDER OFRESERVE 5CATCH BASINTOP 20.09'N, 12" PVCFL=17.19'S, 12" PVCFL=17.39'22.07'~SHELL LEASE RETAIL SPACEOCCUPANCY CLASS = MOCCUPANCY LOAD = 267CONST. TYPE= V-BLEASE SPACE SF AREA= 8,010F.F.E.= 22.80'PRELIMINARY ONLYNOT FOR CONSTRUCTIONDATE:DRAWN BY:CHECKED BY:SHEET:REVISIONSCLIENT REVIEWPERMITBIDDINGCONSTRUCTIONISSUE HISTORYDATEISSUED FORDATE© "ARCHITECTURAL WORK" : THIS PROPERTY BELONGS TO INTERFIELD: INTERFIELDengineering | architecture401 STUDEWOOD, SUITE 300HOUSTON, TEXAS 77007WWW.INTERFIELD.NETTEL. (713) 780-0909TX. REG. NO. F-561103.19.20 1/16" = 1’-0"3/19/2020 10:27:53 AMZ:\Projects CAD\2019\19067 - Gamal Enterprises - 10505 Fairmont Pkwy, La Porte, Texas\02 Drawings & Calcs\03 Architectural\Main Revit File - DO NOT CHANGE\19067.00 - Main Building.rvt03.19.20LNSJJH/SCB19067.00GAMAL ENTERPRISESPROPOSED SHELL RETAILBUILDING0 FAIRMONT PRKWY,LA PORTE, TX, 77571A1.00SITE PLANPARKING SYNOPSISPARKING SYNOPSISPARKING SYNOPSISPARKING SYNOPSISOCCUPANCY TYPEPARKING COUNTREQUIREDPROPOSEDSHELL RETAIL BUILDING "M"32LANDSCAPING ANALYSISLANDSCAPING ANALYSISLANDSCAPING ANALYSISLANDSCAPING ANALYSISSTREET R.O.W. -TYPE/LOCATIONLIGUSTRUM JAPONICUM (WAXLEAF LIGUSTRUM)SHRUBPARKING -TYPE/LOCATIONQUERCUS TEXANA RED (RED OAK)CALIPERSIZEREQUIREDPROPOSED1 1/2"3 GAL.1 1/2"49/10 = 5FAIRMONT PARKWAY/QUERCUS VIRGINIANA (OAK)TYPEPAVEMENTPROPOSED8,010/1,000 x 4175/30 = 66X10 = 601 1/2"LIGUSTRUM JAPONICUM (WAXLEAF LIGUSTRUM)SHRUBGENERAL NOTES:GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:1. PRE-FINISHED METAL DOWNSPOUT TO CONNECT TO STORM SEWER. 1/16" = 1'-0"1SITE PLAN37#. KEYED NOTES. KEYED NOTES. KEYED NOTES. KEYED NOTESLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION0.8173 ACRE (35,600 SQ. FT.), ALL OF RESERVE 4, AND A PORTION OF RESERVE 5, OF FAIRMONT PARK EAST, BUSINESS PARK RESERVES 1, 3, 4, 5 AND 6 FILM CODE NO. 564034, H.C.M.R. HARRIS COUNTY, TEXAS.706544