HomeMy WebLinkAboutCrossroads_Ph2 _PrelimPlan_ver3SCALE: 1" = 50'PRELIMINARY PLANGE025009SHEET 1 OF 1SURVEYORKERR SURVEYING COMPANY409 NORTH TEXAS AVENUEBRYAN, TEXAS 77803(979) 268-3195PROPOSED BLOCK 1, LOT 1 ~ 9.163 ACRESMAREK SUBDIVISIONFORMERLY UNPLATTED TRACTSTRACT 1 - 5.38 ACRES, ZONED GC & TRACT 2 - 3.783 ACRES, ZONED SCSAMUAL DAVIDSON LEAGUE, A-13COLLEGE STATION, BRAZOS COUNTY, TEXASAPRIL 3, 2018LOCATION MAPSCALE: 1" = 1000'DEVELOPERMAREK BROTHERS CONSTRUCTION15797 FM 2154COLLEGE STATION, TEXAS 77845979-696-5562PRELIMINARY PLANFIRM #F-7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022INFO@GATTISENGINEERING.COMGATTISENGINEERINGENGINEERS CONSULTANTSPROPERTY CORNERLEGENDPROPERTY LINESBUILDING SETBACK LINEEASEMENT LINEPUBLIC UTILITY EASEMENTP.U.E.THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY KERRSURVEYING COMPANY, OCTOBER 2014.PRELIMINARY PLAN NOTES:1.TRACT 1 IS ZONED GENERAL COMMERCIAL (GC)TRACT 2 IS ZONED SUBURBAN COMMERCIAL (SC)THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100-YEAR FLOODHAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:MAP NUMBER 48041C0325E, EFFECTIVE DATE MAY 16, 2012.2.3.THE BUILDING SETBACK REQUIREMENTS FOR THIS TRACT ARE ESTABLISHEDBY THE CITY OF COLLEGE STATION ZONING ORDINANCE.ORIGIN OF SURVEY: CONTROL MONUMENT (CM) - FOUND AND USED TO ESTABLISHPROPERTY CORNERS AND PROPERTY LINES SHOWN HEREIN. BEARING SYSTEM SHOWNHEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.ELEVATION DATUM NAVD 1988, GPS MONUMENT #1344.5.ACCESS EASEMENTA.E.SANITARY SEWER: PHASE 2 BUILDINGS WILL NOT REQUIRE GRAVITY SEWER. THEEXISTING COMMERCIAL BUSINESS OFFICES SHALL CONTINUE TO UTILIZE THEIREXISTING ON-SITE SEWER FACILITIES (OSSF). BOTH ARE ALREADY PERMITTED.6.7.8.NO CONSTRUCTION, LANDSCAPING, GRADING, OR STRUCTURES SHALL IMPEDE,CONSTRICT, OR BLOCK THE FLOW OF WATER IN ANY PRIVATE DRAINAGE EASEMENT.PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATEDRAINAGE EASEMENT SHOWN HEREIN.BRAZOS COUNTY ON SITE SEWEAGE FACILITIES (OSSF):1.PROPERTY OWNER IS REQUIRED TO MAINTAIN ALL ON-SITE SEPTIC SYSTEMS PERBRAZOS COUNTY ORDINANCES.2.ALL OSSF SYSTEMS MUST BE REVIEWED AND APPROVED BY THE BRAZOS COUNTYHEALTH DEPARTMENT PRIOR TO INSTALLATION. CONTACT 979-361-44503.ALL OSSF SYSTEMS SHALL MEET THE REQUIREMENTS SET FORTH BY TCEQ IN THETEXAS ADMINISTRATION CODE: TAC 30, PART 1, CHAPTER 285.4.DOMESTIC WATER SERVICE FOR LOT 1, BLOCK 1, IS PROVIDED BY THE WELLBORNSPECIAL UTILITY DISTRICT (WSUD).5.ALL EXISTING ON-SITE SEWAGE FACILITIES (OSSF) MUST COMPLY WITH ALL COUNTYAND STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZED TO CONSTRUCT " PERMIT ISSUED BY THE BRAZOS COUNTY HEALTHDEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDERADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THEPROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGEFACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY.TYPICAL REINFORCED CONCRETE PAVEMENT SECTIONN.T.S.6"#4 REBAR @ 18" O.C.B.W.VARIES1. 3,500 psi CONCRETE @ 28 DAY STRENGTHNOTES:2. REBAR SHALL BE 60ksi YIELD STRENGTHUNDISTURBED SUBGRADEWEAK OR "PUMPING" AREAS MUSTBE REMOVED AND REPLACED WITHSELECT FILL COMPACTED TO 95%STD. PROCTOR (D 698) & WITHIN2)237,08002,6785(6" THICK STABILIZED SUBGRADESINCE THE TYPES OF SOILS VARY, THERECOMMENDED PERCENTAGE OF LIME, FLYASH AND/OR CEMENT TO BE ADMIXEDWITH THE SUBGRADE SOILS SHOULD BECONFIRMED BY SPECIFIC LABORATORYTESTS PERFORMED AT THE TIME OFCONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTIONASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TOPREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.3.PHASE 1: ALL STORM WATER PRODUCED FROM THE EXISTING PHASE 1 PROJECT SITE WILLCONTINUE TO BE CONVEYED TO THE EXISTING DETENTION POND AND THUS METER RELEASEDTO THE PEACH CREEK DRAINAGE BASIN.PHASE 2 STORM WATER PRODUCTION AND DETENTION SHALL BE SPLIT BETWEEN PONDS #!AND #2. PHASE 2 PROJECT PROPERTY CROWNS IN THE MIDDLE AND THUS ALLSTORMWATER RUN-OFF WILL BE CAPTURED IN THE PAVED AREAS AND CONVEYED TO EACHPOND RESPECTIVELY.STORM WATER MITIGATION NOTES:2.CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQPRIOR TO CONSTRUCTION.1.4.TRACT 15.38 AC
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PROJECTLOCATIONTRACT 15.38 ACRE TRACTMX3 HOLDINGS,INC.(12566/195 )FLAGSTONE COURT70' R.O.W.CONTROL POINT &BENCHMARKTRACT 23.783 ACRE TRACTSOUTH WELLBORN LTD.(7043/090)EXISTING FIRE HYDRANTEXISTING 8" WATER MAINW.S.U.D.20' BLDG. SETBACKC.OC.S. 25' BLDG. SETBACKEXISTING FIRE HYDRANT LINEEXISTING PHASE 1 BUILDING #314, 450 SQ FT (60' x 240')EXISTING PHASE 1 BUILDING #219,950 SQ FT (105' x 190')EXISTING PHASE 1 BUILDING #222,800 SQ FT (120' x 190
')EXISTING CONCRETE PAVEMENTEXISTING DETENTIONPOND #1EXISTINGBUSINESS OFFICENEW DRAINAGE ALIGNMENT FOR PEACHCREEK TRIB. #23 AND 10' DRAINAGE EASEMENT (SHADED AREA)VIA EXISTING 5' x 5' STORM INLET BOX & 36" RCP UNDERGROUND STORM PIPENEW 6" CONCRETE PAVEMENTNEW 6" CONCRETE PAVEMENTNEW DETENTIONPOND #220 BLDG. SETBACK AND LANDSCAPE BUFFER20 BLDG. SETBACK AND LANDSCAPE BUFFEREXISTINGOFFICE BLDG.PROPOSED 2,400 SQ FTOFFICE EXPANSIONEXISTING PARKINGFIRE TRUCK DESIGNATEDTURNING ACCESS25'-7"25'NEW 6"FIRE HYDRANT LINE (386')NEW FIRE HYDRANT63'PROPOSED PEDESTAL SIGNTO BE PERMITTED BY OTHERSEXISTING 30' COMMERCIAL'5,9(:$<$1' 5&3&8/9(57NEW 6" CONCRETE PAVEMENTNEW SLIDING GATE ENTRANCENEWGATE7.5 BLDG. SETBACKEXISTING GRASS& TREESF.M. 2154100' R-O-W (ASPHALTEXISTING GRASS& TREESEXISTING, UNDISTURBED CREEK CENTERLINEOF PEACH CREEK TRIBUTARY #23ORIGINAL, ABANDONED CREEK CENTERLINEOF PEACH CREEK TRIB. #23RE-ALIGNED CENTERLINE OFPEACH CREEK TRIB. #23W/ 10' DRAINAGE EASEMENTNEW DRAINAGE ALIGNMENT FOR PEACHCREEK TRIB. #23 AND 10' DRAINAGE EASEMENTVIA EXISTING UNDERGROUND STORM PIPE15791 FM 2154 BLDGS 1-4