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Item 6 - PlansKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCIVIL ENGINEER/LANDSCAPEARCHITECTPROJECT TEAM:LIST OF CONTACTS:CIVIL ENGINEERING SITE PLANSFORWATERTHE CAPITAL GRILLE - SOUTHLAKELOT 1R CONTAINING 7.246 ACRESGREENWAY-CARROLL ADDITIONRICHARD EADS SURVEY, ABSTRACT NO. 4811201 E STATE HIGHWAY 114, SUITE 100CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 76092DEVELOPERVICINITY MAPN.T.S.NORTHSITEWASTEWATERPLANNING AND ZONINGGASELECTRICCOMMUNICATIONSSTORM SEWERTXDOTE STATE HWY 114N CARROLL AVE INDEX OF SHEETSSHEET NUMBERSHEET TITLEREVISIONC1.1COVER SHEETC1.2GENERAL NOTESC2.1DEMOLITION PLANC2.2EROSION CONTROL PLANC2.3EROSION CONTROL DETAILSC3.1SITE PLANC3.2OVERALL SITE PLANC4.1UTILITY PLANC5.1PAVING PLANC5.2GRADING PLANC6.1CONSTRUCTION DETAILSC6.2UTILITY DETAILSCS1CIVIL SPECIFICATION (1 OF 7)CS2CIVIL SPECIFICATION (2 OF 7)CS3CIVIL SPECIFICATION (3 OF 7)CS4CIVIL SPECIFICATION (4 OF 7)CS5CIVIL SPECIFICATION (5 OF 7)CS6CIVIL SPECIFICATION (6 OF 7)CS7CIVIL SPECIFICATION (7 OF 7)L1.1LANDSCAPE PLANL1.2PLANTING DETAILSLS1LANDSCAPE SPECIFICATIONSC1.1COVER SHEET Know what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETKH GENERAL NOTESOVERALL:1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS ANDSPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTIONSTANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTINGSPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED.2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THECITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY.3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THECONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS.4.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS.5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECTSURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS.6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTINGFIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEERIMMEDIATELY.7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THENTHE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LANDSURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW.8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING.9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCINGCONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL.10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECTCONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECTAND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIORAPPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGEORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TOCOMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITHCONSTRUCTION.12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIALUTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIESPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TOBEGINNING CONSTRUCTION.13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION.14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES.15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROMAVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THECONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIESSUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THEENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY.16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THATCONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCHPROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THEHORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSINGWITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ONTHESE PLANS.17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD ANDUNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED.18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE ANDOFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT.19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE ANDPRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWINGOR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIRPERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITYTO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK.THE COST IS INCIDENTAL TO THE PAY ITEM.21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWERLINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAININGTO WORK SETBACKS FROM POWER LINES.22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TOCONSTRUCTION.23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS,GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIREDCONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS.24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTORSUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSEIS AVAILABLE.25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICECOMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES.26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSESONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR.29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCETHE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THEBUILDING FOOTPRINT.30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS.31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH) BY THEPROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THEBUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THEBUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATESSHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARYLOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PART OF THE BUILDING THE ARCHITECT'SFOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITS FINAL POSITION ON THE SITEBASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANYDIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY.32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDINGSUBSEQUENT ADDENDA.33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALLMATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARDSPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FORTESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING.34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTINGAGENCY.35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THEWORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TOGEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSEDBUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TOFLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BEALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR.38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULTLIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES ATNO COST TO THE OWNER.39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLICIMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES,LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER.40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER,INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT.41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARETO BE RELOCATED DURING CONSTRUCTION.42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTINGDITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONALENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCHSAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NOOPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITSEMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTENDTO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETYPROCEDURES AND PROGRAMS.47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS.48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OFCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER,STORAGE, AND STAGING OPERATIONS AND LOCATIONS.49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES.50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES".51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHEDGRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING.52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCHACTUAL FINISHED GRADES AT THE TIME OF PAVING.53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITYOFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS.54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TOTHE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN.55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROMTHE PLANS.56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONSAND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION.EROSION CONTROL:1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS,LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE.2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXASPOLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000”.3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE STARTOF LAND DISTURBANCE.4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THEPROJECT.5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSIONCONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURINGCONSTRUCTION AS FIELD CONDITIONS CHANGE.6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMPEMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE.7.AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PERAPPROVED DETAILS.8.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED.9.CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING.10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS ANDMODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOTEFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALLNOTIFY THE ENGINEER.11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUSTALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TOCONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TOFINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TOINCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN.12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATERQUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING ORENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER.13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREASWEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION INTHE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY.14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCEWITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE ATALL TIMES FOR ALL INGRESS/EGRESS.15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT ANDDIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BEREMOVED IMMEDIATELY.16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE ARESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THEOFF-SITE ROADWAYS.17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREASTABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP.18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESEPLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED.19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR.20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKEDONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALLNOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION.PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE.21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANYAREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE.22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSEMATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES.23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION ISACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK,PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER.24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THECONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED INACCORDANCE WITH APPLICABLE REGULATIONS.STORM WATER DISCHARGE AUTHORIZATION:1.CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS.2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXASPOLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000.3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TOCOMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION.ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY)RECEIVING DISCHARGE FROM THE SITE.4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IFAPPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIREDBY THE TCEQ AND EPA (E.G. NOI).5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTORCERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP.6.A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TOTHE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION.7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOILDISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALLUNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THEOPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TOTHE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE.DEMOLITION:1.KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN.THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHEDAND REMOVED FROM THE SITE.2.KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATIONPROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWNACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITERECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY ANDPROCESS FOR THE REMOVAL OF THEIR FACILITIES.3.THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVETHE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OFIMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING ANDIMPLEMENTING THE DEMOLITION PLAN:a.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER,b.ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER,c.GEOTECHNICAL REPORT PROVIDED BY THE OWNER.d.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE.5.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITEDREPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TOSTARTING ANY WORK ON THE SITE.6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ONTHE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEWTHE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY.7.KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVESHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED.8.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT,FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED.GRADING:1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONSINCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OFANY DISCREPANCIES.2.CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY.3.UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENTSURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURBELEVATION.4.PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE.5.PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OFDISCREPANCY.6.ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN.7.CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADINGOPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OFPAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILLCONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THEPAVEMENT SECTION.8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALLPROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANTVARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER.9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDINGSUBSEQUENT ADDENDA.10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALLWASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THECONTRACTOR AT NO ADDITIONAL EXPENSE.11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE STARTOF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTYLINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE ANDGRADE CONTROL POINTS RELATED TO EARTHWORK.13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERALLAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITHTHE RECEIVING LANDOWNER'S APPROVAL TO DO SO.14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTORSHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL.15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTINGDITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANYREASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED.17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF.18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS.19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICALENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TOPLACEMENT.20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILSTESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARDSPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCYFOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING.21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTINGAGENCY.22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORKCONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTORSHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATIONIN THE BUILDING PAD.24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TOGEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSEDBUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TOFLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETEROF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THATTHIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION.26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BYSPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER.27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONSNEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ONTHESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONALINFORMATION.28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUNDIN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER.29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, ANDPROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREEPRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK.30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THEAPPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT.31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILSREGARDING EXISTING TREES TO BE REMOVED AND PRESERVED.32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMEDIN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S).33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE.EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM.34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENTAREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THEINTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANYAREAS OF POOR DRAINAGE ARE DISCOVERED.35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED.PAVING:1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS ANDSPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTIONSTANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTINGSPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION/DETAIL SHALL BE FOLLOWED.2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATESTEDITION), INCLUDING ALL ADDENDA.3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THANTHOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED.4.ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.5.CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISEBY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR.TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALLAPPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING.6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVINGSUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.7.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TOGEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSEDBUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TOFLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING.8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARDCONSTRUCTION DETAIL AND SPECIFICATIONS.9.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS ANDSHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES.10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS, LATESTEDITION.11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLYWITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT.12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION.13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKINGSYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT ANDPAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS.14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT.15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT.16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND SHALLBE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL STANDARDS.17.ALL JOINTS SHALL EXTEND THROUGH THE CURB.18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.19.CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK.20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT.21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS.22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SOTHEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED.23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OFPAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED.24.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS, ANDFHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLEROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALKCROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKINGSPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENTTO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANYEXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPECOMPLIANCE ISSUES.WATER AND WASTEWATER:1.ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS ANDSPECIFICATIONS.2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER ANDWASTEWATER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATERCONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED.3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OFALL UTILITY SERVICES ENTERING THE BUILDING.4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE.5.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OFTHE WATER AND WASTEWATER IMPROVEMENTS.6.ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKSSTANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.7.ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLEPLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8.FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, AND COMPLY TO THEAPPLICABLE CODES AND INSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLERDESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES.9.EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.10.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWA STANDARDS, TO KEEPWATER PIPE AND FITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS.11.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES.12.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE.13.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT OFPRIOR NOTICE THAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT.14.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OF SERVICE TO SURROUNDINGPROPERTIES.15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IFNECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDEREDSUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.16.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTORSHALL REPAIR ALL DAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, ANDSANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.17.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OF THE PROPOSEDPAVEMENT.18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THISWORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.19.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLY RESTRAINED AND/ORTHRUST BLOCKED TO CITY STANDARDS.20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THEJOINTS ARE GREATER THAN 9-FEET FROM THE CROSSING.21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION ANDMATERIALS SHALL COMPLY WITH TCEQ CHAPTER 217.53.22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALSSHALL COMPLY WITH TCEQ CHAPTER 290.44.23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS ANDSPECIFICATIONS. AT A MINIMUM, THIS SHALL CONSIST OF THE FOLLOWING:a.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTORSHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS.b.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIRREQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISIONINSPECTION SHALL BE PERFORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD.24.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER AND WASTEWATER LINES.MARKER DECALS SHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPESHALL COMPLY WITH CITY STANDARDS, AND SHALL BE INCLUDED IN THE COST OF THE WATER AND WASTEWATER PIPE.25.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST ASINGLE LAYER OF 8-MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED.26.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY.27.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND 100-FOOTINTERVALS, OR AS REQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALLHAVE CAST IRON COVERS FLUSH WITH FINISHED GRADE.28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G.FLOOR ELEVATION OF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THEPUBLIC SEWER). CONTRACTOR SHALL REVIEW BOTH MEP AND CIVIL PLANS TO CONFIRM WHERE THESE ARE REQUIRED.29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONALENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCHSAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NOOPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.SOUTHLAKE GENERAL NOTESGENERAL NOTES:1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE AND GOVERNED BY THE NORTHCENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION.2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY DIFFER FROM NCTCOGSTANDARDS.3.THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATE HIGHWAY RIGHT-OF-WAY.AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOT FOR REVIEW.4.A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKSDEPARTMENT.5.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TOCONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANSMAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUNDUTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.UNDERGROUND FACILITY OWNER TELEPHONE NUMBERABOVE NET FIBER (214) 869-8352AT&T (214) 745-2964AT&T TEXAS (CALL DIGTESS) (800) 344-8377ATMOS ENERGY (817) 359-1313CHARTER COMMUNICATIONS (817) 822-8745CITY OF SOUTHLAKE (817) 748-8082DIGTESS (LINE LOCATES) (800) 344-8377LEVEL (3) COMMUNICATIONS (877) 366-8344ONCOR ELECTRIC DELIVERY (817) 215-6688ONE SOURCE COMMUNICATIONS (817) 692-6042TRI COUNTY ELECTRIC (817) 431-1541VERIZON ENGINEERING (972) 578-33546.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THEUTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISESHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER ATONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT.7.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OFLABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO.8.ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OFCONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER.9.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREASINCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATEYARDS AND ROADWAYS.10.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESECHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC WORKS SHALL APPROVEANY DEVIATIONS FROM STATE REGULATIONS.11.THE CONTRACTOR SHALL PROVIDE “RED LINED” MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALLCONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS.12.THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES. WHEN INSTALLING A NEWWATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE.13.THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR PRIOR TOSCHEDULING A FINAL WALKTHROUGH INSPECTION.14.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THEENGINEER AND THE CITY OF SOUTHLAKE.15.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE.WATER IMPROVEMENTS:1.ALL 1” AND 2” WATER METERS WILL BE INSTALLED BY CITY PERSONNEL.2.FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED.3.ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSF SEAL, PRESSURE TESTEDAND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUM OF 42” COVER TO THE TOP OF PIPE.SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS.4.ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95%STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL.5.WATER SERVICES SHOULD BE LOCATED 10’ UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS TO BE STAMPED ON THECURB WITH 2" HIGH LETTER "W".6.ALL SERVICES TO THE METER TO BE MINIMUM 1” SDR-9 CLASS 200 POLYETHYLENE.7.WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN COMPLETED.8.CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED.9.ALL FIRE HYDRANT ASSEMBLIES (MUELLER, M&H, OR WATEROUS ONLY) TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTSSHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL BE PAINTED BY THE CITY.10.ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVING CONTRACTOR. THEPAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL ON SHEET.11.FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VANES.12.WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE.13.ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS.14.FOR VALVES (MUELLER, M&H, OR WATEROUS ONLY) INSTALLED 4’ AND DEEPER, EXTENSION WITH CENTER RING 2’ OR LESS IS REQUIRED.15.TAPPING SADDLES MUST BE ALL STAINLESS STEEL.SANITARY SEWER IMPROVEMENTS:1.SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10’ OR LESS AND SDR 26 IF DEPTH OF LINE IS GREATER THAN 10’.2.PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321, AND PLACED ASDIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE, INCLUDINGSERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL.3.AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDEVIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS.4.A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. THE SERVICE SHOULD BELOCATED IN THE CENTER OF EACH LOT.5.ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPE CROSSINGS.6.CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR BEGINSWORK.7.RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18" BELOW FINAL FINISHEDGRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVEA TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL.8.ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT. LIFTS SHALL BE NOGREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUSLIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F., A MINIMUM OF 2 TESTS PER LIFT SHALL BE TAKEN. THE TESTING LABSHALL PROVIDE THE LOCATION OF ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVINGCONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK.9.ALL MANHOLES SHALL BE VACUUMED TESTED.10.ANY TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. (NO BREAKOUTS ALLOWED) CORE SHALL BE 2” LARGER THAN PIPE SIZE.11.ONLY RIDGED SADDLES APPROVED. (NO RUBBER SADDLES).12.FILTER FABRIC TO BE INSTALLED OVER CHAT ROCK.13.MANHOLE MUST BE RAISED 1/4 INCH PER FOOT BEHIND CURB.14.NO FLAT TOPS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.15.INFLOW LINES OVER 16” OFF THE FLOOR MUST HAVE INTERNAL DROP WITH RELINER AND STAINLESS-STEEL STRAPS.16.INVERT IS TO BE REWORKED, WHEN TYING TO EXISTING MANHOLES.17.OUTFALL MANHOLE AND THE 2 DOWNSTREAM MANHOLES MUST BE SPRAYED WITH RAVEN LINER. (MINIMUM 125 MIL THICK).18.3" BUTYL RUBBER MUST BE USED UNDER RING THE FIRST RISER RING.19.3/8" BUTYL RUBBER MUST BE USED BETWEEN LAD-TECH RISER RINGS.20.CRETEX IS APPROVED EQUAL AND MUST HAVE SEALANT BETWEEN RISER RINGS.21.LAD-TECH AND CRETEX ARE THE ONLY APPROVED MATERIALS FOR GRADE ADJUSTMENT.22.45-DEGREE BENDS TO BE USED AT THE BOTTOM OF AN INTERNAL DROP TO DIRECT FLOW DOWNSTREAM.23.ALL INTERNAL DROPS MUST BE ONE SIZE LARGER THAN PIPE DIAMETER COMING IN.24.ONLY NON-SHRINK GROUT TO BE USED FOR MINOR PATCHING INSIDE MANHOLES.PAVING IMPROVEMENTS:1.ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT ORABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THECITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY.2.ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS SPECIFIED IN TEXASHIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALL BE CONSTRUCTED ON A MINIMUM OF (6")INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENTDENSITY AS PER AASHTO DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BYCITY INSPECTOR.3.THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADESTABILIZATION.4.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHESWIDE.5.THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES.6.CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLICIMPROVEMENTS.7.INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR WATER, "S" FOR SANITARYSEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT.THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10’ UPSTREAM FROMTHE SANITARY SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT.8.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY / MOISTURE TESTS HAVEBEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THECITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BEREQUIRED AT THE CONTRACTOR'S EXPENSE.9.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVINGCONTRACTOR AT THE TIME OF PAVING.10.THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE MONUMENTS" AS DESCRIBED IN THESUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL BOUNDARY CORNERS.11.THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT.STORM DRAINAGE IMPROVEMENTS:1.ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITHCOMPRESSIVE TYPE JOINTS.2.AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDEA VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT.3.INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OFTHE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT.4.STORM SEWER PIPES LARGER THAN 36” MUST BE WIPED WITH NON-SHRINK GROUT AFTER INSPECTION AND APPROVAL.THESE PLAN AND GENERAL NOTES REFER TO:*** TO BE FILLED OUT WHEN GEOTECHNICALREPORT IS PROVIDED ***INCLUDING ALL REVISIONS AND ADDENDA TO THISREPORT THAT MAY HAVE BEEN RELEASED AFTERTHE NOTED DATE.C1.2GENERAL NOTES E STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'±101 SF OF EXISTINGCONCRETE SIDEWALKTO BE REMOVED±20 LF OFEXISTING CURBTO BE REMOVED±96 LF OF EXISITNGCURB TO BE REMOVED±1,716 SF OF EXISTINGCONCRETE SIDEWALKTO BE REMOVED±36 LF OF EXISITNGCURB TO BE REMOVED±31 LF OF EXISITNGCURB TO BE REMOVEDCONTRACTOR TOPRESERVE LIGHTPOLE AND RELOCATE.±748 SF OF EXISTINGCONCRETEPAVEMENT TO BEREMOVEDEXISTING SANITARY SEWERCLEANOUT TO REMAIN. RIMTO BE ADJUSTED TO MATCHPROPOSED GRADING.EXISTING SANITARY SEWER CLEANOUTTO REMAIN. RIM TO BE ADJUSTED TOMATCH PROPOSED GRADING.EXISTING GREASE TRAP TOREMAIN. RIM TO BE ADJUSTEDTO MATCH PROPOSED GRADING.EXISTING MANHOLETO REMAINEXISTING SANITARYSEWER LINE TO REMAINEXISTING TRASH CANTO BE RELOCATEDEXISTINGBUILDING TOREMAINKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETLEGENDPROPERTY BOUNDARYLIMITS OF DISTURBANCEEXISTING FIRE LANEEXISTING OVERHEAD ELECTRIC TO REMAINEXISTING SANITARY LINE TO REMAINEXISTING WATER LINE TO REMAINEXISTING STORM SEWERPROPOSED SAW CUT LINEEXISTING CONCRETE SIDEWALK TO BE REMOVEDEXISTING CONCRETE PAVEMENT TO BE REMOVEDBENCHMARKEXISTING SIGNEXISTING SANITARY SEWER MANHOLEEXISTING WATER VALVEEXISTING IRRIGATION VALVEEXISTING FIRE HYDRANTEXISTING CABLE VAULTEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING ELECTRIC BOXEXISTING TELEPHONE RISEREXISTING GAS RISEREXISTING TREEADVISORY NOTES1.KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE MEANS ANDMETHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN.THIS DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECTTRACTS THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. KIMLEY-HORNAND ASSOCIATES, INC. DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICHWAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS,SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIESARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THECONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS OWN SITE RECONNAISSANCE TOSCOPE HIS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS ANDUTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES. THISPLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE.THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THECONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OFIMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITYOF THE CONTRACTOR.2.THE CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW ANY AVAILABLE REPORTSDESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITIONPLAN.3.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONSREGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THEDEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIREDPERMITS AND AUTHORIZATIONS, AND COMPLY.4.KIMLEY-HORN AND ASSOCIATES, INC. DOES NOT WARRANT OR REPRESENT THAT THEREPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, ORCOMPREHENSIVE.DEMOLITION NOTES1.THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SOUTHLAKE ANDFRANCHISED UTILITY COMPANIES TO MAINTAIN SERVICES AT ALL TIMES TONEIGHBORING PROPERTIES. THE CONTRACTOR SHALL MAINTAIN COMPLETE RECORDSINDICATING HOW THE WASTE FROM THE SITE HAS BEEN HANDLED. ALL FACILITIES TOBE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADEWITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS IN THEGEOTECHNICAL REPORT. THE SITE, AFTER DEMOLITION SHALL BE GRADED TOELIMINATE DEPRESSIONS, HOLES, BERMS, DIRT PILES, ETC. THE SITE IS TO BE GRADEDUNTIL RELATIVELY SMOOTH AND ATTRACTIVE IN APPEARANCE PRIOR TO STABILIZATIONOF EARTH. ANY FILL MATERIAL/FILL AREAS SHALL BE COMPACTED TO 95% OFSTANDARD PROCTOR DENSITY AT A MOISTURE AT, OR ABOVE, OPTIMUM MOISTURECONTENT IN MAXIMUM 8" LIFTS. CONTRACTOR SHALL PROVIDE PROOF IN THE FORM OFLAB TEST KITS THAT THIS HAS BEEN ACHIEVED.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE ANDDISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOROBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTORSHALL BE RESPONSIBLE FOR REVIEWING THE PHASE I ENVIRONMENTAL SITEASSESSMENT.3.LOCATIONS OF PUBLIC AND PRIVATE UTILITIES SHOWN ARE APPROXIMATE AND MAYNOT BE COMPLETE. CONTRACTOR SHALL CALL 811 AT LEAST 48 HOURS PRIOR TOCOMMENCING DEMOLITION OR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALLCONTACT ANY OTHER UTILITY COMPANIES WHO DO NOT SUBSCRIBE TO THE TESSPROGRAM FOR LINE MARKINGS. THE CONTRACTOR BEARS SOLE RESPONSIBILITY FORVERIFYING LOCATIONS OF EXISTING UTILITIES, SHOWN OR NOT SHOWN, AND FOR ANYDAMAGE DONE TO THESE FACILITIES.4.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATIONAVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVENOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEEIS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THELOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ANYEXISTING UTILITIES IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE DONEBEFORE THEY COMMENCE ANY WORK, IN THE VICINITY. FURTHERMORE, THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THECONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FORANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THEVICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING ANDSHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE AUTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BYTHE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USEFOR SUCH WORK.5.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITYCOMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THECONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALLPROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNINGCONSTRUCTION.6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OFTHE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS AND SPECIALCONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSIONCONTROL PLANS.7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE OWNER BEFORE COMMENCING WORK. NO FIELD CHANGES ORDEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THEOWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TOCHANGE ORDERS FOR WHICH THE OWNER WAS NOT CONTACTED PRIOR TOCONSTRUCTION OF THE AFFECTED ITEM.8.CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DEVICES FOR ANY STREETWORK.9.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIORTO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICHMAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TOBE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE DEVELOPER ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., ACCORDING TO STANDARD BEST PRACTICES.11.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES AROUND THE SITEPERIMETER ARE TO BE INSTALLED.12.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED ATCONTRACTOR'S EXPENSE.13.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONSGOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION AND DISPOSAL OF ALLDEMOLITION DEBRIS.14.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHASTANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALLUSE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESEOPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA.15.ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN ASSMALL AN AREA AS PRACTICABLE AND THE LOCATION OF ANY STOCKPILE SHALL BEWELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVEDBY THE OWNER PRIOR TO STOCKPILING.16.FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECH REPORT.NORTHC2.1DEMOLITION PLAN E STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'XXXSFSF65 5 656 SDSDSFSFSDPSPSPSPSKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETSITE DATATOTAL LOT AREA7.246 AC315,623 SFTOTAL AREA DISTURBED *0.206 AC8,988 SFPAVED AREA0.104 AC4,510 SFROOFED AREA0.020 AC870 SFNEW LANDSCAPED AREA0.083 AC3,608 SF*DOES NOT INCLUDE ANY OFF-SITE DISPOSAL OR BORROW AREAS - CONTRACTOR TOUPDATE AS NECESSARY DURING CONSTRUCTION.*NO SINGLE DRAINAGE AREA EXCEEDS 10 ACRES, THEREFORE SEDIMENTATION BASIN ISNOT REQUIRED.EROSION CONTROL SCHEDULE AND SEQUENCINGI.ROUGH GRADING/DEMOLITIONCONSTRUCTION ENTRANCE/EXIT, TREE PROTECTION,FILTER DAMS AND SILT FENCE PROTECTION SHALL BEINSTALLED PRIOR TO THE INITIATION OF ROUGHGRADING, AS NEEDED.II.UTILITY INSTALLATIONALL PRIOR EROSION CONTROL MEASURES INSTALLEDABOVE TO BE MAINTAINED AS NECESSARY DURINGUTILITY INSTALLATION.III.PAVINGALL PRIOR EROSION CONTROL MEASURES INSTALLEDABOVE TO BE MAINTAINED AS NECESSARY DURINGPAVING AND THROUGHOUT THE REMAINDER OF THEPROJECT.IV.FINAL GRADING/ SOILSTABILIZATION/LANDSCAPINGALL TEMPORARY EROSION CONTROL MEASURES TO BEREMOVED AT THE CONCLUSION OF THE PROJECT ASDIRECTED BY THE CITY OR COUNTY.LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF DISTURBANCEDIRECTION OF OVERLAND FLOW W/GRADESILT FENCE (SEE DETAIL SHEET C2.3)PERMANENT STABILIZATIONSILT DIKE ON EXISTING PAVEMENT (SEE DETAIL SHEETC2.3)TREE TO REMAINSFPSSDSF655NOTES1.AREAS CONTAINED WITHIN THE PROPERTY BOUNDARIES WILL BE AREAS OFDISTURBANCE AND SOIL STABILIZATION. ALL SOILS WITHIN THESE LIMITS SHALL BESTABILIZED BY VEGETATION OR STRUCTURE.2.REFERENCE LANDSCAPE PLANS, FOR THE TREE PRESERVATION AND MITIGATION PLAN.NORTHC2.2EROSION CONTROL PLAN Know what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETPERMANENT EROSION CONTROL NOTESALL DISTURBED AREAS SHALL BE RESTORED AS NOTED BELOW.A.A MINIMUM OF FOUR (4) INCHES OF TOPSOIL SHALL BE PLACED IN ALLDRAINAGE CHANNELS (EXCEPT ROCK) AND BETWEEN THE CURB ANDTHE RIGHT-OF-WAY LINE.B.THE SEEDING FOR PERMANENT EROSION CONTROL SHALL BE APPLIEDOVER AREAS DISTURBED BY CONSTRUCTION AS FOLLOWS:BROADCAST SEEDING:1.FROM SEPTEMBER 15 TO MARCH 1, SEEDING SHALL BE WITH ACOMBINATION OF 2 POUNDS PER 1000 SQUARE FEET OF UNHULLEDBERMUDA AND 7 POUNDS PER 1000 SQUARE FOOT OF WINTER RYE WITH APURITY OF 95% WITH 90% GERMINATION.2.FROM MARCH 2 TO SEPTEMBER 14, SEEDING SHALL BE WITH HULLEDBERMUDA AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET WITH A PURITYOF 95% WITH 85% GERMINATION.A.FERTILIZER SHALL BE A PELLETED OR GRANULAR SLOW RELEASE WITHAN ANALYSIS OF 15-15-15 TO BE APPLIED ONCE AT PLANTING AND ONCEDURING THE PERIOD OF ESTABLISHMENT AT THE RATE OF 1 POUNDPER 1000 SQUARE FEET.B.MULCH TYPE USED SHALL BE HAY, STRAW OR MULCH APPLIED AT ARATE OF 45 POUNDS PER 1000 SQUARE FEET.HYDRAULIC SEEDING:1.FROM SEPTEMBER 15 TO MARCH 1, SEEDING SHALL BE WITH ACOMBINATION OF 1 POUND PER 1000 SQUARE FEET OF UNHULLEDBERMUDA AND 7 POUNDS PER 1000 SQUARE FOOT OF WINTER RYE WITH APURITY OF 95% WITH 90% GERMINATION.2.FROM MARCH 2 TO SEPTEMBER 14, SEEDING SHALL BE WITH HULLEDBERMUDA AT A RATE OF 1 POUND PER 1000 SQUARE FEET WITH A PURITYOF 95% WITH 85% GERMINATION.A.FERTILIZER SHALL BE A WATER SOLUBLE FERTILIZER WITH ANANALYSIS OF 15-15-15 AT THE RATE OF 1.5 POUNDS PER 1000 SQUAREFEET.B.MULCH TYPE USED SHALL BE HAY, STRAW OR MULCH APPLIED AT ARATE OF 45 POUNDS PER 1000 SQUARE FEET, WITH SOIL TACKIFIER ATA RATE OF 1.4 POUNDS PER 1000 SQUARE FEET.C.THE PLANTED AREA SHALL BE IRRIGATED OR SPRINKLED IN A MANNERTHAT WILL NOT ERODE THE TOPSOIL, BUT WILL SUFFICIENTLY SOAKTHE SOIL TO A DEPTH OF SIX (6) INCHES. THE IRRIGATION SHALL OCCURAT TEN-DAY INTERVALS DURING THE FIRST TWO MONTHS. RAINFALLOCCURRENCES OF 1/2 INCH OR MORE SHALL POSTPONE THEWATERING SCHEDULE FOR ONE WEEK.D.RESTORATION SHALL BE ACCEPTABLE WHEN THE GRASS HAS GROWNAT LEAST 1-1/2 INCHES HIGH WITH 95% COVERAGE, PROVIDED NO BARESPOTS LARGER THAN 16 SQUARE FEET EXIST.E.WHEN REQUIRED, NATIVE GRASS SEEDING SHALL COMPLY WITHREQUIREMENTS OF THE ENVIRONMENTAL CRITERIA MANUAL.TEMPORARY EROSION CONTROL NOTES1. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS ANDTREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITEPREPARATION WORK (CLEARING, GRUBBING OR EXCAVATION).2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE INACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN.3. THE PLACEMENT OF TREE/NATURAL AREA PROTECTIVE FENCING SHALL BE INACCORDANCE WITH STANDARD NOTES FOR TREE AND NATURAL AREAPROTECTION AND THE APPROVED GRADING/TREE AND NATURAL AREA PLAN.4. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD ON-SITE WITH THECONTRACTOR, DESIGN ENGINEER/PERMIT APPLICANT AND ENVIRONMENTALINSPECTOR AFTER INSTALLATION OF THE EROSION/SEDIMENTATIONCONTROLS AND TREE/NATURAL AREA PROTECTION MEASURES AND PRIORTO BEGINNING ANY SITE PREPARATION WORK. THE CONTRACTOR SHALLNOTIFY THE CITY AT LEAST THREE (3) DAYS PRIOR TO THE MEETING DATE.5. ANY MAJOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS ORFENCES FROM THOSE SHOWN ON THE APPROVED PLANS WILL REQUIRE AREVISION AND MUST BE APPROVED BY THE REVIEWING ENGINEER,ENVIRONMENTAL SPECIALIST, OR ARBORIST AS APPROPRIATE. MAJORREVISIONS MUST BE APPROVED BY THE PLANNING AND DEVELOPMENTDEPARTMENT AND THE DRAINAGE UTILITY DEPARTMENT. MINOR CHANGESOR ADDITIONAL CONTROL MEASURES TO BE MADE AS FIELD REVISIONS TOTHE EROSION AND SEDIMENTATION CONTROL PLAN MAY BE REQUIRED BYTHE ENVIRONMENTAL INSPECTOR DURING THE COURSE OF CONSTRUCTIONTO CORRECT CONTROL INADEQUACIES AT NO ADDITIONAL COST TO THEOWNER.6. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND FENCES ATWEEKLY INTERVALS AND AFTER SIGNIFICANT RAINFALL EVENTS TO INSURETHAT THEY ARE FUNCTIONING PROPERLY. THE PERSON(S) RESPONSIBLEFOR MAINTENANCE OF CONTROLS AND FENCES SHALL IMMEDIATELY MAKEANY NECESSARY REPAIRS TO DAMAGED AREAS. SILT ACCUMULATION ATCONTROLS MUST BE REMOVED WHEN THE DEPTH REACHES SIX (6) INCHES.SITE MAPS - SITE SPECIFIC NOTES1.CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THELEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OFTHE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATEDTO COINCIDE WITH THE PHASING OF THE PAVEMENT REPLACEMENT.2.THE NATURE OF THIS SITE'S CONSTRUCTION CONSISTS OF:A. CLEARING AND GRUBBINGB. PRELIMINARY GRADINGC. UTILITY INSTALLATIOND. PAVEMENT CONSTRUCTIONE. BUILDING CONSTRUCTIONF. FINAL GRADING AND STABILIZATION3.STORM WATER ON-SITE WILL LEAVE THE SITE VIA SURFACE FLOW ANDUNDERGROUND PIPE.4.POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURESINCLUDE STABILIZATION BY PERMANENT PAVING, OR LANDSCAPING.5.VELOCITY DISSIPATION DEVICES (RIP-RAP) WILL BE USED.6.DISTURBED PORTIONS OF SITE MUST BE STABILIZED. STABILIZATIONPRACTICES MUST BE INITIATED WITHIN 14 DAYS IN PORTIONS OF THE SITEWHERE CONSTRUCTION HAS BEEN EITHER TEMPORARILY ORPERMANENTLY CEASED, UNLESS EXCEPTED WITHIN THE TPDES PERMIT.CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL DEVICESUPON COMPLETION OF STABILIZATION OR PERMANENT DRAINAGEFACILITIES.7.ACCORDING TO COMMUNITY PANEL NO. 48439C0085K, DATED 9/25/2009 OFTHE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOODINSURANCE RATE MAP (FIRM), THE SUBJECT TRACT IS LOCATED WITHINZONE "X" (UN-SHADED) DEFINED BY FEMA AS "AREA OF MINIMAL FLOODHAZARD" AND "OUTSIDE THE 500-YEAR FLOOD AND PROTECTED BY LEVEEFROM 100-YEAR FLOOD."8.CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP/SITE MAP TOINCLUDE BMP'S FOR ANY OFF-SITE MATERIAL WASTE, BORROW OREQUIPMENT STORAGE AREAS.9.CONTRACTOR SHALL INSPECT DISTURBED AREAS, MATERIAL STORAGEAREAS EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL MEASURES,AND VEHICLE ENTRY AND EXIT AREAS AT LEAST ONCE EVERY 14 CALENDARDAYS AND WITHIN 24 HOURS OF A STORM EVENT OF 0.5 INCHES ORGREATER.SITE MAP - GENERAL NOTES1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION,MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLSSHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY.2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE ORMODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHERCALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP.3.DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED ANDEXISTING CONTOURS, FLOW ARROWS, AND SLOPES.4.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALLBE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTIONSEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLEDBEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALLBE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTILFINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSOREFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATIONIS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING.5.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCEWITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TOMINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED ATTOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENTFROM SITE RUN-OFF.6.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEMCONNECTED TO A MUNICIPAL SEWER SYSTEM.SILT FENCE / STONE OVERFLOW STRUCTURE DETAILC1N.T.S.FLOWFLOWSILT FENCESTONE OVERFLOW STRUCTURENOTES:1.INSTALL STONE OVERFLOW STRUCTURES AT ALL LOW POINTS AND EVERY300 FEET WHERE NO LOW POINT IS APPARENT.2.UPSLOPE LENGTHS OF SILT FENCE SHALL BE A MINIMUM OF 10 FEET.FLOWFLOWSILT FENCE8' MAX6" MINOVERLAP OFFENCE ONEACH SIDE6" MIN. TOP OFSTONE EACH SIDEOF SILT FENCEHH/2SILT FENCEFLOW1-1/2" FILTER STONETRENCHCOMPACTED EARTHOR ROCK BACKFILLSILT FENCE (MIN HEIGHT24" ABOVE EXIST. GROUND)MAX 6' SPACING FOR FENCE POST4' MIN LENGTHFENCE POSTWIRE MESH BACKINGMIN EMBEDMENT = 12"FABRIC TOE-INSFAPRON ON THISSIDE OF THE DIKESHALL BE FOLDEDUNDER THE DIKESECTION 20" ANDGLUED DOWNCONSTRUCTIONAREAASPHALT PAVEMENTEXISTING CONCRETE ORSECTION A-ADIKE PLAN VEIWAAAPRONADHESIVEFLOW20"20"ADHESIVE ADHESIVE ADHESIVEADHESIVENOTES:1. INSTALLED SILT DIKE UNITSHALL HAVE CONTINUOUS ANDFIRM CONTACT WITH PAVEMENT.2. ADHESIVES SHALL BE LIQUIDNAIL OR APPROVED EQUAL FORCONCRETE PAVEMENTAPPLICATIONS AND EMULSIFIEDASPHALT FOR ASPHALTAPPLICATIONS.ADHESIVE SHALL BE PLACEDWHERE THE UNITS OVERLAP ANDA 20" STRIP ALONG BOTH EDGES.FLOWOVERLAP PERMANUFACTURER'SRECOMMENDATIONSSILT DIKE ON EXISTING PAVEMENTSDN.T.S.B4C2.3EROSION CONTROL DETAILS XXXFLLAKEWOOD DRIVEE STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'EXISTINGDUMPSTERENCLOSURE7.08.8PROPOSED PATIOEXPANSION(REF. ARCH PLANS)EXISTING PATIOPROPOSED PATIO RAILINGTO BE PROVIDED BY OWNER(REF. ARCH PLANS)EXISTING BUILDING5.0PROPOSED FENCE AND GATE(REF. ARCH PLANS)PROPOSED CONCRETESIDEWALK PAVINGSEE ENTRANCE INSETTHIS SHEETEXISTINGFIREHYDRANTEXISTINGFIREHYDRANTFLFL10.0R10.0'R10.0'9.15.93.06.0EXISTING±24.1FIRE LANE0" TO 6" CURBTRANSITION0" TO 6" CURBTRANSITIONOVER 2'FLUSH CURB0" TO 6" CURBTRANSITION12" TREAD STAIRSWITH (2) 6" RISERSWITH HANDRAILS.REF. DETAIL,SHEET C6.1.PROPOSED COLUMNS(REF. ARCH PLANS)RELOCATEDLIGHT POLEPROPOSED OVERHANG(REF. ARCH PLANS)R 5 . 0 'R53.0'R5.0'R 98.0'R42.0'R6.0'R10.0'R84.0'PROPOSED CONCRETESIDEWALK PAVINGWHEN VALET SERVICE IS ACTIVE,CONES WILL BE PLACED ASSHOWN TO BLOCK THESE FOURPARKING SPACES FROM USE,CREATING THE VALET LANE.PROPOSED LANDSCAPEAREAPROPOSED LANDSCAPEAREATEMPORARY VALET CONES WHENVALET SERVICE IS ACTIVE (TYP.)EXISTINGFIREHYDRANTKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETNORTHLEGENDPROPERTY BOUNDARYPROPOSED SAWCUT LINEPROPOSED FIRE LANEPROPOSED BARRIER FREE RAMPEXISTING SANITARY SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING POWER POLEFLC3.1SITE PLAN VICINITY MAPN.T.S.NORTHSITEE STATE HWY 114N CARROLL AVE LOT INFO:LOT 1R CONTAINING 7.246 ACRESGREENWAY-CARROLL ADDITIONRICHARD EADS SURVEY, ABSTRACT NO. 4811201 E STATE HIGHWAY 114, SUITE 100CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 76092OWNER INFO:GREENWAY-CARROLL ROAD PARTNERS, L.P.2808 FAIRMOUNT ST., #100DALLAS, TX 7520131.7'42.4'4 1 . 8 '44.2'NOTES1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT BUILDINGDIMENSIONS. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DIMENSIONS AND DETAILOF HARDSCAPE.3.ALL CURB RADII ARE 3 FEET UNLESS DIMENSIONED OTHERWISE.4.BUILDING, MECHANICAL EQUIPMENT AND SIGNS ARE SHOWN HEREON FOR REFERENCEONLY. REFER TO CONSTRUCTION PLANS OF THOSE ITEMS FOR LOCATIONS ANDDIMENSIONS.5.ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY RIGHT-OF-WAY AND EASEMENTSSHALL COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANYNON-STANDARD MATERIAL IS REQUIRED.6.ALL DEVELOPMENT MUST COMPLY WITH THE UNDERLYING ZONING DISTRICTREGULATIONS.7.ALL MECHANICAL EQUIPMENT MUST BE SCREENED (GROUND AND ROOF).ENTRANCE INSET1" = 10' V-DTCH-TOPDV-FENC-ANNOV-FENC-BARBV-FENC-IRONV-FENC-LINKV-FENC-WOODV-PRKG-ANNOV-PRKG-ASPHV-PRKG-CONCV-PRKG-CURBV-PRKG-FLNEV-PRKG-GRVLV-PRKG-MRKGV-PRKG-STRPV-PVMT-ANNOV-PVMT-ASPHV-PVMT-CONCV-PVMT-DIRTV-PVMT-GRVLV-PVMT-OTHRV-RAIL-ANNOV-RAIL-CNTRV-RAIL-EQPMV-RAIL-TRAKV-RIVR-ANNOV-RIVR-BOTMV-RIVR-CNTRV-RIVR-EDGEV-RIVR-TOPBV-ROAD-ASPHV-ROAD-CNTRV-ROAD-CONCV-ROAD-CURBV-ROAD-FLNEV-ROAD-GRVLV-ROAD-MRKGV-RRAP-ANNOV-RRAP-PATTV-UTIL-CATV-ANNOV-UTIL-CATV-FLAGV-UTIL-CATV-MHOLV-UTIL-CATV-RISRV-UTIL-CATV-VALTV-UTIL-POWR-MHOLV-UTIL-POWR-POLEV-UTIL-POWR-RISRV-UTIL-POWR-VALTV-UTIL-POWR-XFMRV-UTIL-TELE-ANNOV-UTIL-TELE-FLAGV-UTIL-TELE-MHOLV-UTIL-TELE-RISRV-UTIL-TELE-VALTV-WALL-ANNOV-WALL-RTWLV-WATR-ANNOV-WATR-FHYDV-WATR-METRV-WATR-MHOLV-WATR-VALTV-WATR-VALVV-WATR-VALV-IRRIV-FENC-POSTV-SITE-LITEV-SITE-SIGNV-SSWR-COUTV-SSWR-MHOLV-STRM-MHOLV-STRM-STRCV-SWLK-ANNOV-SWLK-ASPHV-SWLK-CONCV-TRAF-ANNOV-TRAF-EQPMV-TREE-ANNOV-TREE-ANNO-HERIV-TREE-CRZV-TREE-ROOTV-TREE-HERIV-SITE-ANNOV-SITE-MISCCCCFFFGGGEEEEETTTW0C-SSWR-COUTC-SSWR-MHOLC-SSWR-PIPEC-SSWR-PIPE-MEPC-SSWR-TRAP-MEPC-UTIL-CATV-MHOLC-UTIL-CATV-RISRC-UTIL-CATV-VALTC-UTIL-FIBR-MHOLC-UTIL-FIBR-RISRC-UTIL-FIBR-VALTC-UTIL-NGAS-METRC-UTIL-NGAS-MHOLC-UTIL-NGAS-VALTC-UTIL-POWR-GUYWC-UTIL-POWR-METRC-UTIL-POWR-MHOLC-UTIL-POWR-POLEC-UTIL-POWR-RISRC-UTIL-POWR-VALTC-UTIL-POWR-XFMRC-UTIL-TELE-MHOLC-UTIL-TELE-RISRC-UTIL-TELE-VALTC-WATR-BFLWC-WATR-BFLW-FIREC-WATR-FDCNC-WATR-FHYDC-WATR-METRC-WATR-VALTxUtilSC-SSWR-MHOL-FLOW0C-DTCH-BOTC-DTCH-CNTRC-DTCH-TOPC-RRAP-CONCC-RRAP-ROCKC-STRM-HDWLC-STRM-INLTC-STRM-JBOXC-STRM-MHOLxStrm#ROADC-DRIV-MRKGC-DTCH-BOTC-DTCH-CNTRC-DTCH-TOPOC-FENC-GRAL□C-FENC-POSTC-FENC-STEL//C-FENC-WOODC-POND-BERMC-POND-BOTC-POND-TOPC-PRKG-ASPHC-PRKG-CALCC-PRKG-CNTRC-PRKG-CONCC-PRKG-CURB-BACKC-PRKG-CURB-EOPC-PRKG-CURB-FACEC-PRKG-FIXTC-PRKG-MRKGC-ROAD-ANNOC-ROAD-ASPHC-ROAD-CNTRC-ROAD-CONCC-ROAD-CURB-BACKC-ROAD-CURB-EOPC-ROAD-CURB-FACEC-ROAD-FIXTC-ROAD-MRKGC-RRAP-CONCC-RRAP-ROCKC-SITE-ANNOC-SITE-BLRDC-SITE-DUMPC-SITE-FIRE-MRKGC-SITE-FIRE-PATTC-SITE-LITEC-SITE-MENUC-SITE-SIGNC-SWLKC-SWLK-PRIVC-SWLK-PUBLC-PVMT-ASPHC-PVMT-CONCC-TRUKC-WALL-DASHC-WALL-RTWLC-SAWC-LINEC-SITE-RAILC-WALL-RTWLC-POND-SLOPLAKEWOOD DRIVEPROPERTY INFON90°00'00"E22.50'ROADN90°00'00"E22.50'C-FLHAC-FLHA-ANNOC-PROP-ANNOC-PROP-BNDYC-PROP-LABLC-PROP-LINEC-PROP-RWAYC-PROP-SBCK-BLDGC-PROP-SBCK-LSCPC-PROP-SYMBC-PROP-SYMB-ANNOV-CTRL-BMRKV-CTRL-HCPTV-ESMT-ACCSV-ESMT-ACCS-ANNOV-ESMT-PHONV-ESMT-PHON-ANNOV-ESMT-POWRV-ESMT-POWR-ANNOV-ESMT-SSWRV-ESMT-SSWR-ANNOV-ESMT-STRMV-ESMT-STRM-ANNOV-ESMT-UTILV-ESMT-UTIL-ANNOV-ESMT-WATRV-ESMT-WATR-ANNOV-FLHAV-FLHA-XV-PROP-ANNOV-PROP-LABLV-PROP-LINEV-PROP-SBCK-BLDGV-PROP-SBCK-LSCPV-PROP-SYMBV-PROP-SYMB-ANNOV-ROAD-ANNOV-RWAY-ANNOV-RWAY-CNTRV-RWAY-LINEV-PROP-SBCK-BLDG-ANNOV-PROP-SBCK-LSCP-ANNOV-FLHA-AEV-FLHA-ANNOV-FLHA-CNTRV-FLHA-FLWYC-PROP-LINE-FUTRC-PROP-LOTSC-PROP-SBCK-BLDG-ANNOC-PROP-SBCK-LSCP-ANNOV-SURV-LINEE STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'S0°58'12"E 513.83'S89°53'32"E610.55'N0°06'28"E 64.68'S89°23'14"W146.77'N0°36'46"W 313.63' N 4 1 ° 1 7 ' 5 6 " E 6 8 . 7 4 '73.5' ROW92.5' ROW60' ROWAPPROX. 525' R OW24'DRIVE A 24'DRIVE B 30'DRIVE C24' DRIVE D72'-8" STACKING53'-2" STACKING55'-3" STACKING106'-2" S T A C K I N G 30' R30' R30' R30' RAPPROX. 473' TOINTERSECTIONAPPROX. 375'TO DRIVEAPPROX. 375'TO DRIVEAPPROX. 150'TO DRIVEAPPROX. 408' TOINTERSECTIONAPPROX. 330' TOINTERSECTIONAPPROX. 656' TOINTERSECTIONKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETNORTHNOTES1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT BUILDINGDIMENSIONS. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DIMENSIONS AND DETAILOF HARDSCAPE.3.ALL CURB RADII ARE 3 FEET UNLESS DIMENSIONED OTHERWISE.4.BUILDING, MECHANICAL EQUIPMENT AND SIGNS ARE SHOWN HEREON FOR REFERENCEONLY. REFER TO CONSTRUCTION PLANS OF THOSE ITEMS FOR LOCATIONS ANDDIMENSIONS.5.ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY RIGHT-OF-WAY AND EASEMENTSSHALL COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANYNON-STANDARD MATERIAL IS REQUIRED.6.ALL DEVELOPMENT MUST COMPLY WITH THE UNDERLYING ZONING DISTRICTREGULATIONS.7.ALL MECHANICAL EQUIPMENT MUST BE SCREENED (GROUND AND ROOF).LEGENDPROPERTY BOUNDARYPROPOSED SAWCUT LINEPROPOSED FIRE LANEPROPOSED BARRIER FREE RAMPEXISTING SANITARY SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING POWER POLEFLC3.2OVERALL SITE PLAN VICINITY MAPN.T.S.NORTHSITEE STATE HWY 114N CARROLL AVE LOT INFO:LOT 1R CONTAINING 7.246 ACRESGREENWAY-CARROLL ADDITIONRICHARD EADS SURVEY, ABSTRACT NO. 4811201 E STATE HIGHWAY 114, SUITE 100CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 76092OWNER INFO:GREENWAY-CARROLL ROAD PARTNERS, L.P.2808 FAIRMOUNT ST., #100DALLAS, TX 75201LAKEWOOD DR.DIVISION STREET±66' ROADWAYWIDTH±24' ROADWAYWIDTH XXXE STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'INSTALL:1-1" CORP STOP WITH VALVE1-1" IRRIGATION METER1-1" DOUBLE CHECK BACKFLOW PREVENTERWITH WEATHER PROTECTION PER OWNERDIRECTIONREF. IRRIGATION PLANSFOR CONTINUATION.CONTRACTOR TORAISE RIMS TO MATCHPROPOSED GRADEPROPOSED RELOCATIONOF EXISTING LIGHT POLELEGENDPROPOSED IRRIGATION LINEEXISTING SANITARY SEWER LINEEXISTING WATER LINEEXISTING OVERHEAD ELECTRIC LINEEXISTING STORM DRAIN LINEPROPOSED WATER METERPROPOSED BACKFLOW PREVENTERPROPOSED VALVEPROPOSED FITTINGPROPOSED LIGHT POLEEXISTING SANITARY SEWER MANHOLEEXISTING CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING VALVEEXISTING POWER POLEKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETNORTHNOTES1.CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTACT ENGINEER IF FIELD CONDITIONS VARY.2.ALL DIMENSIONS ARE TO CENTERLINE OF PIPE UNLESS NOTED OTHERWISE.3.UTILITY CONNECTIONS TERMINATE 5' FROM BUILDING ENVELOPE. SEE ARCHITECT ANDMEP PLANS FOR CONTINUATION.4.VALVES 12" AND UNDER WILL BE RESILIENT SEAT GATE VALVES (RSGV).5.WATER METER AND SERVICE TO BE INSTALLED BY CITY OF SOUTHLAKE PUBLIC WORKSAT OWNERS EXPENSE.6.FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A LICENSED FIRE SPRINKLERCONTRACTOR.7.REFER TO CITY OF SOUTHLAKE PUBLIC WORKS DESIGN GUIDELINES FOR ALL WATERMETER AND FIRE HYDRANT DETAILS.8.REFER TO CITY OF SOUTHLAKE PUBLIC WORKS STANDARD CONSTRUCTION DETAILSFOR ALL SANITARY SEWER MANHOLES AND CLEANOUTS.9.ALL FITTINGS SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLYRESTRAINED.10.CONTRACTOR SHALL REFER AND ADHERE TO ALL TCEQ DESIGN GUIDELINES (CHAPTER217 AND 290) FOR ALL UTILITY CROSSINGS REQUIREMENTS.11.CONTRACTOR TO CHECK THAT EXISTING WATER LINES MEET CITY OF SOUTHLAKEPUBLIC WORKS MINIMUM COVER. IF NOT, CONTRACTOR TO INSTALL 45DEG VERTICALBENDS WHERE NECESSARY TO MAINTAIN MINIMUM COVER.12.REFERENCE WATER AND SANITARY SEWER NOTES ON SHEET C1.2 FOR ADDITIONALREQUIREMENTS.13.REFERENCE SHEET C6.2 WATER AND SEWER STANDARD DETAILS.IRRC4.1UTILITY PLAN XXXFLE STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'36621555164446748LEGENDPROPOSED 6" CONCRETE CURB(REF. DETAIL, THIS SHEET)4" PAINTED STRIPE (TYP.)FIRE LANE STRIPING (REF. DETAIL, SHEET C6.1)CONSTRUCT ON-SITE CONCRETE SIDEWALK(REF. DETAIL, SHEET C6.1)CONSTRUCT ON-SITE BARRIER FREE RAMP(REF. DETAIL, SHEET C6.1)TAPERED CURB TO BE PAINTED YELLOW WITHNONSLICK PAINTFLUSH CURB(REF. DETAIL, SHEET C6.1)WHEEL STOP(REF. DETAIL, SHEET C6.1)PROPOSED MEDIUM-DUTY PAVEMENTPROPOSED ON-SITE (PRIVATE) SIDEWALKPROPOSED SAW-CUT LINEKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETNORTHNOTES1.REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL PAVING AND SOIL PREPARATIONNOTES.2.REFERENCE DIMENSION CONTROL PLAN ON SHEET C3.1 FOR CURB RADII AND LAYOUTINFORMATION.3.REFERENCE IRRIGATION AND MEP PLANS FOR CONDUIT SIZES AND LOCATIONS UNLESSOTHERWISE NOTED ON THIS SHEET.4.EXPANSION JOINTS SHOULD BE USED WHEREVER THE PAVEMENT WILL ABUT ASTRUCTURAL ELEMENT SUBJECT TO DIFFERENT MAGNITUDE OF MOVEMENT, E.G., LIGHTPOLES, RETAINING WALLS, EXISTING PAVEMENT, STAIRWAYS, ENTRYWAY PIERS,BUILDING WALLS, OR MANHOLES.5.EXISTING MANHOLE TOPS, VALVE BOXES, ETC. ARE TO BE ADJUSTED AS REQUIRED TOMATCH PROPOSED GRADES. IF NECESSARY, ADJUSTMENTS SHALL BE PERFORMEDUPON COMPLETION OF PAVING AND FINE GRADING TO ENSURE A SMOOTH TRANSITION.1234567TAS NOTEGROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMSAND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BESTABLE, FIRM, SLIP-RESISTANT, AND SHALL COMPLY WITH SECTION 302 OF THE TEXASACCESSIBILITY STANDARDS.PAVING SECTION NOTES:1.PRIOR TO PLACING FILL, EXISTING VEGETATION AND ROOT MAT SHOULD BE REMOVED. COMPLETE STRIPPINGOF THE TOPSOIL SHOULD BE PERFORMED IN BUILDING AND PARKING/DRIVE AREAS. SUBGRADE SHOULD BEPROOFROLLED AND MODIFIED PER THE GEOTECHNICAL REPORT.2.CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSi @ 28 DAYS.DRIVES: #3 BARS SPACED AT 18 INCHES ON CENTERS IN BOTH DIRECTIONS.T=8" MEDIUM TRAFFICT 6"N.T.S.24"6"12"CONCRETE PAVEMENT(REF. NOTE 2 BELOW)REFERENCE PAVINGSECTION NOTES (REF.NOTE 3 BELOW)#4 BARSCONTINUOUS3/8" RADIUS#4 "L" BAR8" SUBGRADE (REF. NOTE 1)1.5" RADIUS1:3 BATTER3" RADIUS12"CONCRETE CURB PAVEMENT SECTIONN.T.S.NOTE: ALL NEW CONCRETE SHALL BEDOWELED INTO ADJACENT EXISTINGCONCRETE.8C5.1PAVING PLAN XXXE STATE HWY 114(VARIABLE WIDTH R.O.W.)N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103BM#100N65°21'49"E92.06 'S48°42'04"E557.89'N0°33'02"W 141.50'N89°26'58"E6.55'∆=7°31'52"R=585.00'L=76.90'CB=S2°47'45"WC=76.84'656.60ME656.59ME656.62ME656.63ME656.41ME655.87ME655.84ME655.80ME655.54ME654.51ME654.59ME655.93ME656.32ME656.33ME656.34ME655.60SW655.44SW656.58SW/ME656.57SW/ME656.37FL/ME656.37ME656.53656.53FL/ME656.93TC/ME655.71SW655.73SW656.01SW656.53SW656.41SW655.90655.67655.56655.38SW655.36MESEE INSET A, THIS SHEET65 5 656 657.30SW/ME657.33SW/ME656.60SW/ME656.58SW/ME12" TREAD STAIRS WITH(2) 6" RISERS WITH HANDRAILS. REF. DETAIL,SHEET C6.1654.31ME654.40ME656.01ME656.31ME656.48ME656.23SW656.48ME656.48ME655.94SW656.13SW656.19SW655.71SW655.65SW655.26SW655.59SW655.40SW655.37SW655.31TS655.40TS654.41BS654.31BS655.84SW656.21SW655.03SW656.40ME654.71ME654.81ME65 5 656 656.52ME656.56MEKnow what'sbelow.CallKnow what'sbelow.Rbefore you dig.Rbefore you dig.Know what'sbelow.5DCBACAUTION!!EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTORIS RESPONSIBLE FOR DETERMINING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TOEXISTING UTILITIES DUE TO DAMAGE INCURRED DURINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES ON THE PLANS.4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKEBM#100MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE CURB ON AN ISLAND AT THE SOUTH END OFA PARKING LOT, 61'± NORTHEAST OF THE SOUTHEASTCORNER OF THE SITE BUILDING, AND 89'± SOUTH OF AFIRE HYDRANT.ELEVATION : 654.78BM#103MAG NAIL W/SHINER STAMPED "YP CONTROL" SET INCONCRETE SIDEWALK AT SOUTHEAST CORNER OF THEINTERSECTION OF E STATE HIGHWAY 114 AND NCARROLL AVENUE, 33'± NORTHWEST OF A SANITARYSEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELDSIGN.ELEVATION: 654.79BENCHMARK LISTTRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETLEGENDPROPOSED SPOT ELEVATIONSWSIDEWALKTSTOP OF STEPBSBOTTOM OF STEPFLFLOW LINEEXEXISTING SPOT ELEVATIONMEMATCH EXISTINGPROPOSED CONTOURSEXISTING CONTOURSDIRECTION OF INTENDED FLOWPROPOSED CURB RAMPNOTES1.ALL SPOT GRADES ARE TO TOP OF PAVEMENT (TP) OR TOP OF GRATE (TG), UNLESSOTHERWISE NOTED AS TC (TOP OF CURB). CONTRACTOR TO ADD 6" FOR TOP OF CURBAS NECESSARY.2.NO EARTHEN SLOPE SHALL BE GREATER THAN 3:1, UNLESS OTHERWISE NOTED.3.MAXIMUM SLOPE IN ACCESSIBLE PARKING SPACES, LOADING ZONES AND SIDEWALKLANDINGS SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS.4.MAXIMUM RUNNING SLOPE SHALL NOT EXCEED 5% AND CROSS SLOPE SHALL NOTEXCEED 2% ON ALL SIDEWALKS UNLESS OTHERWISE NOTED. RUNNING SLOPE MAYEXCEED 5% IN PUBLIC R.O.W. IF EXISTING ROAD SLOPE EXCEEDS 5%.5.GENERAL CONTRACTOR TO REFERENCE NOTE 1 REGARDING SPOT ELEVATIONS,COORDINATE WITH DIRT AND LANDSCAPE SUBCONTRACTORS REGARDING PROPOSEDSOD AND HYDROMULCH LOCATIONS TO ENSURE ADEQUATE CUT FOR FUTUREVEGETATION.6.EXISTING MANHOLE TOPS, VALVE BOXES, ETC. ARE TO BE ADJUSTED AS REQUIRED TOMATCH PROPOSED GRADES. IF NECESSARY, READJUSTMENTS SHALL BE PERFORMEDUPON COMPLETION OF PAVING AND FINE GRADING TO ENSURE A SMOOTH TRANSITION.655XXX.XXNORTHINSET ASCALE: 1" = 10'C5.2GRADING PLAN 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETACCESSIBLE RAMPA4N.T.S.CURB RAMP - SIDEWALK LANDINGTYPICAL RAMP UP CURB OPENINGDETAIL 1DETAIL 3TEXAS ACCESSIBILITY STANDARDS (EFFECTIVE 03/15/2012)405.2 - SLOPE - RAMP RUNS SHALL HAVE A RUNNING SLOPE NOTSTEEPER THAN 1:12.405.3 - CROSS SLOPE - CROSS SLOPE OF RAMPS SHALL NOT BE STEEPERTHAN 1:48.405.5 - CLEAR WIDTH - THE CLEAR WIDTH OF A RAMP RUN AND, WHEREHANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEENHANDRAILS SHALL BE 36-INCHES.406.2 - COUNTER SLOPE - COUNTER SLOPES OF ADJOINING GUTTERSAND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURBRAMP SHALL NOT BE STEEPER THAN 1:20.406.3 - SIDES OF CURB RAMPS - WHERE PROVIDED, CURB RAMP FLARESSHALL NOT BE STEEPER THAN 1:10.406.4 - LANDINGS - LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURBRAMPS. THE LANDING CLEAR LENGTH SHALL BE 36 INCHESMINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST ASWIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADINGTO THE RAMP.406.5 - LOCATION - CURB RAMPS AND THE FLARED SIDES OF CURBRAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECTINTO VEHICULAR TRAFFIC LANES, PARKING SPACES, ORPARKING ACCESS AISLES.406.6 - DIAGONAL CURB RAMPS - DIAGONAL OR CORNER TYPE CURBRAMPS WITH RETURNED CURBS OR OTHER WELL DEFINEDEDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTIONOF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURBRAMPS SHALL HAVE A CLEAR SPACE OF 48-INCHES MINIMUMOUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONALCURB RAMPS PROVIDED AT MARKED CROSSINGS SHALLPROVIDE THE 48-INCHES MINIMUM CLEAR SPACE WITHIN THEMARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDESSHALL HAVE A SEGMENT OF CURB 24-INCHES LONG MINIMUMLOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THEMARKED CROSSING.406.7 - ISLANDS - RAISED ISLANDS IN CROSSINGS SHALL BE CUTTHROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS ONBOTH SIDES. EACH CURB RAMP SHALL HAVE A LEVEL AREA48-INCHES LONG MINIMUM BY 36-INCHES WIDE MINIMUM AT THETOP OF THE CURB RAMP IN THE PART OF THE ISLANDINTERSECTED BY THE CROSSINGS.SURFACES - FOR PURPOSES OF WARNING, THE FULL WIDTH AND DEPTHOF CURB RAMPS SHALL HAVE A LIGHT AND REFLECTIVE VALUETHAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOININGPEDESTRIAN ROUTES.RAMP-1:12 MAX. RUNNING SLOPE-1:48 MAX. CROSS SLOPE- 6" RISEWIDTH PERPLAN - 3' MINPLANTING OR OTHERNONWALKINGSURFACECURB RETURNLANDSCAPE AREARAMP-1:12 MAX. RUNNING SLOPE-1:48 MAX. CROSS SLOPE- 6" RISEAISLE ORACCESSIBLEROUTELANDSCAPE AREAPARKING6" CURBWALK (WIDTH PER PLAN)-5' MIN. W/ ADJACENT PARKING-3' MIN.FLUSHWIDTH PERPLAN - 3' MINDRIVEWAYNOTE:1.REFERENCE GEOTECHNICAL REPORT FOR SPACING REQUIREMENTST = PAVEMENTTHICKNESST T/2TOP 1/8" NOSEALING COMPOUNDT/4 POURED JOINTSEALING COMPUNDVERTICAL SAW-CUT1/4" MIN.T = PAVEMENTTHICKNESSDOWEL TO BELUBRICATEDNOTE:1.DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.2.TO BE USED BETWEEN NEW AND RECENTLY COMPLETED POURS.3.DOWEL DIAMETER = T/8 (IN.)TOP 1/8" NOSEALING COMPOUNDDOWEL SLEEVE(CLOSED END)TO FIT DOWELAND BESECURED(FIRST POUR)(SECOND POUR)T/4 VERTICAL SAW-CUT1/4" MIN.POURED JOINTSEALING COMPUNDT T/2 1-1/4" MIN.CLEARANCE1/4" MIN.REDWOOD EXPANSIONJOINT FILLEREXIST. STRUCTUREPROP. CONC1/2" - 1"±REDWOOD EXPANSIONJOINT FILLERT 1"HOT POURED RUBBERJOINT SEALANTT=PAVEMENT THICKNESSNOTE:REFER TO GEOTECH REPORTFOR FURTHER INFORMATION.X" NO. X SMOOTH DOWELON X" CENTERSX" DOWEL COATINGNOTE:DOWEL SUPPORT SHALL BE OF AMETHOD APPROVED BY ENGINEERAT DRIVEWAY APPROACH(SEE DETAILS) OR AS NOTEDON PLAN AS "E.J."T=PAVEMENT THICKNESSREDWOOD EXPANSIONJOINT FILLERHOT POURED RUBBERJOINT SEALANTDOWEL SLEEVE TO FITDOWEL AND BE SECUREDT/2 T 1"11"2" MIN.1-1/4" MIN. CLEARANCEX"MIN1/2"±CONSTRACTION JOINTB1N.T.S.CONSTRUCTION JOINTB2N.T.S.CONCRETE SIDEWALK NEXT TO CURB DETAILB3N.T.S.EXPANSION JOINTA2N.T.S.ISOLATION JOINTA1N.T.S.8" MINCONSTRUCTION JOINTVARIES (SEE PLAN)#3 REBAR @12" CENTERSCENTERED WITHIN 4"CONCRETECOMPACTED SUBGRADE95% STD. PROCTOR (TYP)EX. OR PROP.PAVEMENT2" CLEAR MIN4" (MIN)NO. 4 BARS @ 24"CENTERS2.0% (MAX)8" BASE COURSEPROP. PAVEMENT LIME TREATEDSUBGRADE2 - #4 BARSCONTINUOUSFLUSH CURBE4N.T.S.FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH MIN.WHITE LETTERS READING "FIRE-LANE, NO PARKING". STRIPING SHALLBE PLACED FROM THE TOP OF THE SEAM OF THE CURB TO A POINTEVEN WITH THE DRIVING SURFACE OR AS SPECIFIED BY LOCALREQUIREMENTS.NO PARKINGFIRE-LANENO PARKINGFIRE-LANEFIRE LANE MARKINGE3N.T.S.CONCRETE WHEEL STOPC2N.T.S.NOTE:UNLESS OTHERWISE SHOWN, ALL SITE DIMENSIONS ARE TOFACE OF CURB WHERE PRECAST CONC. WHEEL STOP ISSPECIFIED.2-3/4" DIAMETER RODS 18" LONG PEREACH UNIT TO BE INSTALLED 1' FROMEACH END OF WHEEL STOP.COMPACTED SUBGRADEN.T.S.TYPICAL STAIRS WITH HANDRAIL DETAILAT EXTERIOR, PROVIDE METAL STAIRNOSING AS SPECIFIED. INSTALLATIONSHALL BE AS PER MANUF. SPEC.1-1/2" STANDARD POWDER-COATEDBLACK STEEL PIPE HANDRAIL- GRINDALL WELDS SMOOTH AND PREPARESURFACE AS REQUIRED.1-1/2" STANDARD STEEL PIPE (3'-6" O.C.MAX)- GRIND ALL WELDS SMOOTH ANDPREPARE SURFACE AS REQUIRED.FINISHED GRADE1.0'3'-6" MAX1 TREAD DEPTH2'-10" 2'-10"1/2 TREAD DEPTH1.0'6" 6" R 1 " ( T Y P , )#4 BARS 12" O.C. MIN.1/2" EXPANSION JOINTMATERIAL WITH 1"JOINT SEALER12" LONG #4 SMOOTHBAR DOWEL WRAPONE END1.0'12" SELECT FILLPER GEOTECHRECOMENDATION12" LONG #4 SMOOTHBAR DOWEL WRAPONE END1/2" EXPANSION JOINTMATERIAL WITH 1"JOINT SEALERSURFACE MOUNT ALLRAILINGS WITH 3 TO 4MASONRY CONNECTIONS5/8" HILTI OR EQUAL.CORNERS OF HANDRAIL TOROUNDED WITH 4" RADIUS(TYP.)BOTTOM RAIL REQUIRED WHERE ADJACENT GRADEDROPS MORE THAN 1" WITHIN 10" HORIZONTALLY.STAIRS WITH HANDRAIL DETAILA5N.T.S.C6.1CONSTRUCTION DETAILS 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETC6.2UTILITY DETAILS 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS1CIVIL SPECIFICATION (1 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOET¾CS2CIVIL SPECIFICATION (2 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS3CIVIL SPECIFICATION (3 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS4CIVIL SPECIFICATION (4 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS5CIVIL SPECIFICATION (5 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS6CIVIL SPECIFICATION (6 OF 7) 5DCBA4321© 2022 KIMLEY-HORN AND ASSOCIATES, INC. 10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216 PHONE : 210-541-9166 FAX: 210-541-8699 WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928 CAPITAL GRILLE PREPARED FOR DARDEN TEXASSOUTHLAKE TRICHARD J. UNDERWOODRSS T SPROEFA SADN GI N EERSTEEGI117843REIONALE XEFOETCS7CIVIL SPECIFICATION (7 OF 7) X X XFL E S T A T E HW Y 1 1 4 N CARROLL AVEEXISTING PLANTING TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN MULCH MULCH MULCH MULCH PROPERTY LINE STEEL EDGING STEEL EDGING EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN EXISTING TREES TO REMAIN EXISTING TREE TO REMAIN LEU 6PEH 5 LOR 11 18 RIH85 SC HYP 6 PEH 18 LEU 3 RHC 6 SC 29 RIH 5 NAH 5 LEU 3PEH 9 3 LEU 3 RIH 6 PEH 30 SC 5 NAH APPROXIMATE LOCATION OF EXISTING MULCH/STEEL EDGING CONTRACTOR TO CONFIRM IN FIELD. OWNER TO PROVIDE MOVEABLE PLANTERS. SEASONAL COLOR IS SHOWN IN APPROXIMATE LOCATION. CONTRACTOR TO CONFIRM. MYR 8 9 MYR SC 69 SC 85 BOLLARDS, REFERENCE CIVIL PLANS 10 LOR 4 LEU22 PEH IAF 18 MISC CODE QTY BOTANICAL / COMMON SPECIFICATIONS MULCH TBD MULCH Mulch to match development standards SHRUBS CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS HYP 6 Hypericum henryi / St. John's Wort 24" ht, 18" spr, 30" oc Full, 3 Gal. min. IAF 18 Ilex x attenuata 'Fosteri' / Foster's Holly 54" ht, 48" spr, 48" oc Full, 3 Gal. min. LEU 19 Leucophyllum frutescens / Texas Sage 36" ht, 24" spr, 48" oc Full, 3 Gal. min. LOR 21 Loropetalum chinense / Chinese Fringe Flower 30" ht, 18" spr, 36" oc.Full, 3 Gal. min. MYR 17 Myrica pusilla / Dwarf Wax Myrtle 30" ht, 18" spr, 36" oc.Full, 3 Gal. min. NAH 10 Nandina domestica `Harbour Dwarf` / Dwarf Heavenly Bamboo 12" ht, 12" spr, 18" oc Full, 3 Gal. min. RHC 6 Rhaphiolepis indica `Clara` / Indian Hawthorn 24" ht, 18" spr, 30" oc Full, 3 Gal. min. RIH 26 Rhaphiolepis indica `Snow White` / Snow White Indian Hawthorn 18" ht, 18" spr, 24" oc Full, 3 Gal. min. GRASSES CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS PEH 60 Pennisetum alopecuroides `Hameln` / Hameln Dwarf Fountain Grass 12" ht, 24" oc Full, 3 Gal. min. GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS SC 298 Seasonal Color 12" ht, 12" spr, 12" oc Full, 1 Gal. min. PLANT SCHEDULE CAPITAL GRILLECITY OF SOUTHLAKE, TEXAS©SEPTEMBER 2022.HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELLNORTH LANDSCAPE PLANL1.1 1.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3.LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4.REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 5.STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6.PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 7.PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAN. 8.ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 9.PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. PROVIDE IRRIGATION AS NECESSARY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 11.CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. 12.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH BERMUDA SOD AND IRRIGATED. 13.ALL LANDSCAPE BEDS TO HAVE TOPSOIL/BEDDING MIX THAT MEETS LANDSCAPE SPECIFICATIONS. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 14.ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, pH RANGE OF 5.5-7.4, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. 15.ALL DISTURBED AREAS IN R.O.W. TO BE RE-ESTABLISHED WITH BERMUDA SEED OR SOD AND IRRIGATED UNLESS OTHERWISE SHOWN ON PLANS. 16.ALL TREES TO BE PLACED A MINIMUM OF 4' FROM ANY UTILITY. PLANTING NOTES NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. NOTE: EXISTING BUILDING FOOTPRINT REMAINS UNALTERED. 1.IN ACCORDANCE WITH ORD. 544 - B 3.1 a. BUILDINGS IN EXISTENCE ON THE EFFECTIVE DATE OF THIS ORDINANCE SHALL BE CONSIDERED LEGALLY NONCONFORMING AS IT PERTAINS TO THIS ORDINANCE. 2.IN ACCORDANCE WITH 42.4 C. BUILDINGS IN EXISTENCE ON THE EFFECTIVE DATE OF THIS ORDINANCE MAY BE CONSIDERED NONCONFORMING AS TO BUFFERYARD REQUIREMENTS. CAPITAL GRILLECITY OF SOUTHLAKE, TEXAS©SEPTEMBER 2022.HI A AHCSTE EC CTTESALETST AIREG 02 O F 9 0 ET XM R LDRE CAANDS M EP A BP ELL4 N.T.S. N.T.S. 3 N.T.S. N.T.S. D E C B RIVER ROCK, SEE PLANTING DETAIL TOP OF EDGING TO BE 12" ABOVE TURF WEED BARRIER AND PRE-EMERGENT HERBICIDE B C D E TOP OF STAKE TO BE 1" BELOW TOP OF EDGING BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' ON CENTER MAXIMUM. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. 1. 2. 3. INSTALL EDGING ONLY IN AREAS TO SEPARATE RIVER ROCK FROM MULCH OR TURF, EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS Stake per Manufacturer'sRecommendations3"11 2"1 2" WEED BARRIER ROCK MULCH SHALL BE 4"-6" DIAMETER RIVER ROCK AT THE FRONT OF THE BUILDING AND 2"-3" DIAMETER RIVER ROCK AT THE SIDES AND REAR SIDEWALK AS PER CIVIL SPECIFICATION A B C D ROCK IS FLUSH WITH THE WALK ELEVATION AS SHOWN B C A F F G H D E 1'-0" ENSURE THAT ALL RIVER ROCK ADJACENT TO THE SIDEWALKS IS FLUSH AND LEVEL WITH THE ELEVATION OF THE WALK. SLOPED OR ROUNDED BEDS THAT ALLOW THE ROCK TO ROLL ONTO WALKING SURFACES ARE UNACCEPTABLE PREPARED SOIL AS PER SPECIFICATIONE TYPICAL SHRUBF BUILDING WALLG FOOTING SEE ARCHITECTURAL SHEETSH 1/2 DIAMETER OF ROOT BALL PLAN 6"STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 4"-6" DIAMETER RIVER ROCK (INSIDE THE BUILDING PAD) OR 3" MINIMUM OF HARDWOOD BARK MULCH OR AS SPECIFIED (IN OUTLYING PLANT BEDS). FINISHED GRADE (SEE GRADING PLAN) TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIED. 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 2. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH). 3. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 4. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT/OR OWNER. 5. BRANCHING HEIGHT TO ANSI STANDARDS. UNDISTURBED SUBSOIL TREE WRAP SCARIFY ROOTBALL SIDES AND BOTTOM.4"12" PLAN A B C 3" HIGH SOIL BERM TO HOLD WATER E F G H I J A B C D E F G H I J D A B C E F G D B C D E F G BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING TREE STABILIZATION AND FERTILIZATION SYSTEM ROOTBALL AND TRUNK MULCH/ TOPSOIL BACKFILL A 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX & DEPTH A TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 4"-6" DIAMETER RIVER ROCK (INSIDE THE BUILDING PAD) OR 3" MINIMUM OF HARDWOOD BARK MULCH OR AS SPECIFIED (IN OUTLYING PLANT BEDS). EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 2 ROCK TO APPEAR THAT IT HAS SETTLED OVER TIME INTO THE LANDSCAPE. BOULDERS TO APPEAR MORE WEATHERED AND ANGULAR IN APPEARANCE, RATHER THAN ROUNDED OR FLAT, AND SHALL BE FREE OF SHARP EDGES. B A BOULDER TO BE SET 13 BELOW GRADE.A B PLACE FLAT SIDE OF ROCK BELOW GRADE OR NATURAL FACE ABOVE GRADE CC C LAWN 13 below grade 5 N.T.S. 12 12PARKING ISLAND, SIDE DETAIL PARKING ISLAND, NOSE-IN DETAIL CAR DOOR INSTALL CONTINUOUS ROCK MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. 1. 6 N.T.S. NOTE: PLANT TREE 2"-4" ABOVE EXISTING GRADE USE WATER TO WORK TOPSOIL INTO AIR POCKET AND INSTALL TOPSOIL RING, 4" HIGH 6"-10" WIDE TO CONTINUE TO FILL AIR POCKET. EXISTING GRADE EXTEND MULCH 6" BEYOUND RING EDGE EXISTING SOIL WASH SAND OR TOPSOIL INTO AIR POCKETS TREE SPADE ROOT BALL TREE TRUNK TOP OF ROOT BALL AIR POCKET BETWEEN TREE BALL AND EXISTING SOIL DO NOT PILE MULCH AGAINST TRUNK OF TREE 3" LAYER HARDWOOD MULCH TOP OF TREE BALL COVER SAND RING WITH 1" OF MULCH A B C D E F G H I J K L M 6"-10"6"3"6" PLAN SECTION K L M A B C D E F G H I J 7 N.T.S. TREE WRAP1 +/- 3'-0" TO CENTER OF NEAREST SHRUB 2'-0" MIN. CLEAR +/- 3'-0" TO CENTER OF NEAREST SHRUB 2'-0" MIN. CLEAR A SHRUB AND GROUNDCOVER PLANTING ROCK MULCH INSTALLATION METAL EDGING DECORATIVE LAWN BOULDER PARKING SPACE/CURB PLANTING PLANTING DETAIL FOR 90" MATCHLINE DUG TREES (14") 1 2 4 3 5 6 8' METAL T-STAKES: 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE DRIPLINE OF EXISTING TREE (TYP) EXISTING TREE(S) TO REMAIN. CONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. EXISTING GRADE TO BE DISTURBED. 4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANF. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D. 7 8 EXISTING GRADE TO REMAIN. ROOT PRUNING TRENCH 12" OUTSIDE FENCE - SEE NOTES. 1 2 3 4 7 8 6 TREE PROTECTION DETAIL 5 1.PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2.ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTION AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, W/ THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. 7 NOTES: CRITICAL ROOT ZONE AREA 8 1. CONTRACTOR SHALL COORDINATE WITH ISA CERTIFIED ARBORIST AND PROPERTY OWNERS TO VERIFY OBJECTIVES PRIOR TO COMMENCING ANY PRUNING OR TREE REMOVAL ACTIVITIES. 2. ALL CREW MEMBERS SHOULD BE WEARING THE APPROPRIATE SAFETY GEAR: HARD HATS, EYE PROTECTION, APPROVED BOOTS, HEARING PROTECTION, CHAIN SAW CHAPS FOR GROUNDWORK. 3. ANY TREES REMOVED, AND ALL TREE MATERIALS REMOVED SHALL BE REMOVED FROM THE PROPERTY AT THE CONTRACTOR'S EXPENSE. 4. ALL TRASH AND DEBRIS FROM ANY CONSTRUCTION RELATED ACTIVITIES SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE, FOLLOWING COMPLETION OF THE PROJECT. 5. ANY DAMAGE TO THE EXISTING LANDSCAPE, PAVEMENT, BUILDING, OR ANY OTHER SITE FEATURES SHALL BE REPLACED BY THE CONTRACTOR AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION. 6. CONTRACTOR SHALL PROVIDE REMOVAL, STORAGE, AND TRANSPLANTING OF 4 EXISTING TREES ON SITE. THE CONTRACTOR SHALL REMOVE EACH EXISTING TREE THROUGH THE USE OF HAND DIGGING, OR WITH THE USE OF AN APPROVED MECHANICAL DEVICE. TREES SHALL BE HARVESTED AS BALLED & BURLAPPED TREE SPECIMENS, PER ANSI Z60 STANDARDS, AND TRANSPORTED TO NEW LOCATION ON SITE, OR AT ALTERNATE SITE AS DIRECTED OR APPROVED BY THE OWNER. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE FOR REMOVAL, PLACEMENT OF BURLAP, PLACEMENT OF WIRE BASKET OR OTHER APPROVED BALL-SUPPORTING DEVICE, TRANSPORT TO TEMPORARY STORAGE AREA, ONGOING MAINTENANCE AND WATERING DURING CONSTRUCTION, AND RE-PLANTING TO BE PERFORMED UPON COMPLETION OF MAJOR SITE WORK. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GUIDELINES AND RECOMMENDATIONS SET FORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK. TREE PRESERVATION/ REMOVAL NOTES:PLANTING DETAILSL1.2 CAPITAL GRILLECITY OF SOUTHLAKE, TEXAS©SEPTEMBER 2022FOR INFORMATIONAL PURPOSES ONLY LANDSCAPESPECIFICATIONSLS1 THIS SHEET PROVIDED FOR REFERENCE ONLY. CITY STANDARDS AND SPECIFICATIONS AS WELL AS NOTES PROVIDED IN THE CIVIL PLANS SUPERSEDE SPECIFICATIONS SHOWN HERE. Southlake, TX Site Plan Resubmittal October 31, 2022 Case Number ZA22-0054 Capital Grille, Southlake, TX | Site Plan Resubmittal | October 31st, 2022 2 X X XFL LAKEWOOD DRIVE E S T A T E H W Y 1 1 4 (V A R I A B L E W I D T H R . O . W . )N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103 BM#100 N65°21' 4 9" E 92.06' S4 8 ° 4 2 ' 0 4 " E 55 7 . 8 9 'N0°33'02"W141.50'N89°26'58"E 6.55' ∆=7°31'52" R=585.00' L=76.90' CB=S2°47'45"W C=76.84' EXISTING DUMPSTER ENCLOSURE 7.08.8 PROPOSED PATIO EXPANSION (REF. ARCH PLANS) EXISTING PATIO PROPOSED PATIO RAILING TO BE PROVIDED BY OWNER (REF. ARCH PLANS) EXISTING BUILDING5.0PROPOSED FENCE AND GATE (REF. ARCH PLANS) PROPOSED CONCRETE SIDEWALK PAVING SEE ENTRANCE INSET THIS SHEET EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT FL FL 10.0 R10.0'R10. 0 ' 9.1 5. 9 3. 0 6.0EXISTING ±24.1 FIRE LANE 0" TO 6" CURB TRANSITION 0" TO 6" CURB TRANSITION OVER 2' FLUSH CURB 0" TO 6" CURB TRANSITION 12" TREAD STAIRS WITH (2) 6" RISERS WITH HANDRAILS. REF. DETAIL, SHEET C6.1. PROPOSED COLUMNS (REF. ARCH PLANS) RELOCATED LIGHT POLE PROPOSED OVERHANG (REF. ARCH PLANS)R5.0'R53.0'R5.0'R98.0'R42.0' R6.0'R10.0'R84.0' PROPOSED CONCRETE SIDEWALK PAVING WHEN VALET SERVICE IS ACTIVE, CONES WILL BE PLACED AS SHOWN TO BLOCK THESE FOUR PARKING SPACES FROM USE, CREATING THE VALET LANE. PROPOSED LANDSCAPE AREA PROPOSED LANDSCAPE AREA TEMPORARY VALET CONES WHEN VALET SERVICE IS ACTIVE (TYP.) EXISTING FIRE HYDRANT RR 5 D C B A CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. 4321 © 2022 KIMLEY-HORN AND ASSOCIATES, INC.10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216PHONE : 210-541-9166 FAX: 210-541-8699WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928CAPITAL GRILLEPREPARED FORDARDENTEXASSOUTHLAKEBM#100 MAG NAIL W/SHINER STAMPED "YP CONTROL" SET IN CONCRETE CURB ON AN ISLAND AT THE SOUTH END OF A PARKING LOT, 61'± NORTHEAST OF THE SOUTHEAST CORNER OF THE SITE BUILDING, AND 89'± SOUTH OF A FIRE HYDRANT. ELEVATION : 654.78 BM#103 MAG NAIL W/SHINER STAMPED "YP CONTROL" SET IN CONCRETE SIDEWALK AT SOUTHEAST CORNER OF THE INTERSECTION OF E STATE HIGHWAY 114 AND N CARROLL AVENUE, 33'± NORTHWEST OF A SANITARY SEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELD SIGN. ELEVATION: 654.79 BENCHMARK LIST TRICHARD J. UNDERWOOD R SSTSPRO E F AS A DN GINEERS T EEGI 117843 R EIONA L E XEFOET NORTH LEGEND PROPERTY BOUNDARY PROPOSED SAWCUT LINE PROPOSED FIRE LANE PROPOSED BARRIER FREE RAMP EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING POWER POLE FL C3.1SITE PLANVICINITY MAP N.T.S. NORTH SITE E S T A T E H W Y 1 1 4 N CARROLL AVELOT INFO: LOT 1R CONTAINING 7.246 ACRES GREENWAY-CARROLL ADDITION RICHARD EADS SURVEY, ABSTRACT NO. 481 1201 E STATE HIGHWAY 114, SUITE 100 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 76092 OWNER INFO: GREENWAY-CARROLL ROAD PARTNERS, L.P. 2808 FAIRMOUNT ST., #100 DALLAS, TX 75201 31.7'42.4 '41.8'44.2' NOTES 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT BUILDING DIMENSIONS. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DIMENSIONS AND DETAIL OF HARDSCAPE. 3.ALL CURB RADII ARE 3 FEET UNLESS DIMENSIONED OTHERWISE. 4.BUILDING, MECHANICAL EQUIPMENT AND SIGNS ARE SHOWN HEREON FOR REFERENCE ONLY. REFER TO CONSTRUCTION PLANS OF THOSE ITEMS FOR LOCATIONS AND DIMENSIONS. 5.ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY RIGHT-OF-WAY AND EASEMENTS SHALL COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANY NON-STANDARD MATERIAL IS REQUIRED. 6.ALL DEVELOPMENT MUST COMPLY WITH THE UNDERLYING ZONING DISTRICT REGULATIONS. 7.ALL MECHANICAL EQUIPMENT MUST BE SCREENED (GROUND AND ROOF). ENTRANCE INSET 1" = 10' Proposed Site Plan X X XFL LAKEWOOD DRIVE E S T A T E H W Y 1 1 4 (V A R I A B L E W I D T H R . O . W . )N CARROLL AVE(VARIABLE WIDTH R.O.W.)BM#103 BM#100 N65°21' 4 9" E 92.06' S4 8 ° 4 2 ' 0 4 " E 55 7 . 8 9 'N0°33'02"W141.50'N89°26'58"E 6.55' ∆=7°31'52" R=585.00' L=76.90' CB=S2°47'45"W C=76.84' EXISTING DUMPSTER ENCLOSURE 7.08.8 PROPOSED PATIO EXPANSION (REF. ARCH PLANS) EXISTING PATIO PROPOSED PATIO RAILING TO BE PROVIDED BY OWNER (REF. ARCH PLANS) EXISTING BUILDING5.0PROPOSED FENCE AND GATE (REF. ARCH PLANS) PROPOSED CONCRETE SIDEWALK PAVING SEE ENTRANCE INSET THIS SHEET EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT FL FL 10.0 R10.0'R10. 0 ' 9.1 5. 9 3. 0 6.0EXISTING ±24.1 FIRE LANE 0" TO 6" CURB TRANSITION 0" TO 6" CURB TRANSITION OVER 2' FLUSH CURB 0" TO 6" CURB TRANSITION 12" TREAD STAIRS WITH (2) 6" RISERS WITH HANDRAILS. REF. DETAIL, SHEET C6.1. PROPOSED COLUMNS (REF. ARCH PLANS) RELOCATED LIGHT POLE PROPOSED OVERHANG (REF. ARCH PLANS)R5.0'R53.0'R5.0'R98.0'R42.0' R6.0'R10.0'R84.0' PROPOSED CONCRETE SIDEWALK PAVING WHEN VALET SERVICE IS ACTIVE, CONES WILL BE PLACED AS SHOWN TO BLOCK THESE FOUR PARKING SPACES FROM USE, CREATING THE VALET LANE. PROPOSED LANDSCAPE AREA PROPOSED LANDSCAPE AREA TEMPORARY VALET CONES WHEN VALET SERVICE IS ACTIVE (TYP.) EXISTING FIRE HYDRANT RR 5D C B A CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. 4321 © 2022 KIMLEY-HORN AND ASSOCIATES, INC.10101 REUNION PLACE, SUITE 400, SAN ANTONIO, TX 78216PHONE : 210-541-9166 FAX: 210-541-8699WWW.KIMLEY-HORN.COM TBPE FIRM NO. 928CAPITAL GRILLEPREPARED FORDARDENTEXASSOUTHLAKEBM#100 MAG NAIL W/SHINER STAMPED "YP CONTROL" SET IN CONCRETE CURB ON AN ISLAND AT THE SOUTH END OF A PARKING LOT, 61'± NORTHEAST OF THE SOUTHEAST CORNER OF THE SITE BUILDING, AND 89'± SOUTH OF A FIRE HYDRANT. ELEVATION : 654.78 BM#103 MAG NAIL W/SHINER STAMPED "YP CONTROL" SET IN CONCRETE SIDEWALK AT SOUTHEAST CORNER OF THE INTERSECTION OF E STATE HIGHWAY 114 AND N CARROLL AVENUE, 33'± NORTHWEST OF A SANITARY SEWRE MANHOLE, AND 11'± SOUTHWEST OF A YIELD SIGN. ELEVATION: 654.79 BENCHMARK LIST TRICHARD J. UNDERWOOD R SSTSPRO E F AS A DN GINEERS T EEGI 117843 R EIONA L E XEFOET NORTHLEGENDPROPERTY BOUNDARYPROPOSED SAWCUT LINEPROPOSED FIRE LANEPROPOSED BARRIER FREE RAMPEXISTING SANITARY SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING POWER POLEFL C3.1SITE PLANVICINITY MAP N.T.S. NORTH SITEE STATE HWY 114 N CARROLL AVELOT INFO: LOT 1R CONTAINING 7.246 ACRES GREENWAY-CARROLL ADDITION RICHARD EADS SURVEY, ABSTRACT NO. 481 1201 E STATE HIGHWAY 114, SUITE 100 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 76092 OWNER INFO: GREENWAY-CARROLL ROAD PARTNERS, L.P. 2808 FAIRMOUNT ST., #100 DALLAS, TX 75201 31.7'42.4 '41.8'44.2' NOTES1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT BUILDINGDIMENSIONS. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DIMENSIONS AND DETAILOF HARDSCAPE.3.ALL CURB RADII ARE 3 FEET UNLESS DIMENSIONED OTHERWISE.4.BUILDING, MECHANICAL EQUIPMENT AND SIGNS ARE SHOWN HEREON FOR REFERENCEONLY. REFER TO CONSTRUCTION PLANS OF THOSE ITEMS FOR LOCATIONS ANDDIMENSIONS.5.ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY RIGHT-OF-WAY AND EASEMENTSSHALL COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANYNON-STANDARD MATERIAL IS REQUIRED.6.ALL DEVELOPMENT MUST COMPLY WITH THE UNDERLYING ZONING DISTRICTREGULATIONS.7.ALL MECHANICAL EQUIPMENT MUST BE SCREENED (GROUND AND ROOF). ENTRANCE INSET 1" = 10'Case Number ZA22-0054 N Capital Grille, Southlake, TX | Site Plan Resubmittal | October 31st, 2022 3Building Footprint TTGEEEEEEADJACENT TENANT N.I.C. PROPOSED RESTAURANT LEASE SPACE 9,447 SF EXISTING PATIO COLUMNS TO REMAIN NEW GATE CANOPY SUPPORT COLUMNS NEW ENTRY CANOPY EXISTING CANOPY TO REMAIN EXISTING CANOPY TO REMAIN EXISTING CANOPY TO REMAIN NEW FENCE AND GATE EXISTING CANOPY TO REMAIN NEW AW NINGS NEW MOVEABLE RAILING EXISTING CANOPY TO REMAIN EXISTING CANOPY TO REMAIN NEW SERVICE YARD NEW AW NINGS NEW GATE NEW LOW WALLS BETWEEN EXISTING COLUMNS Case Number ZA22-0054 N Capital Grille, Southlake, TX | Site Plan Resubmittal | October 31st, 2022 4 SCOPE OF WORK EXISTING MASONRY WALL28' - 10 1/2"EXISTING MASONRY WALL20' - 10 1/2"EXISTING STUCCO WALL29' - 0"NEW STUCCO5' - 5"NEW3' - 10"EXISTING MASONRY WALL24' - 10 1/2"EXISTING FINISHES TO REMAIN NEW STUCCO (BEHIND SIGN) EXISTING FINISHES TO REMAIN NEW STUCCO W ALL (MATCH EXISTING W ALL BELOW) NEW STUCCO/GLASS DESIGN FEATURE NEW MASONRY WALL BETWEEN EXISTING MASONRY COLUMNS EXISTING FINISHES TO REMAIN SCOPE OF WORK EXISTING MASONRY WALL33' - 9"NEW FENCE7' - 6"EXISTING STUCCO WALL20' - 10"EXISTING MASONRY WALL28' - 10"EXISING FINISHES TO REMAIN EXISING FINISHES TO REMAIN EXISING STUCCO FINISH, PAINTED EXISING FINISHES TO REMAIN EXISTING STUCCO FINISH, PAINTED, TYP. 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 W EST ELEVATION Exterior Elevations Case Number ZA22-0054 Capital Grille, Southlake, TX | Site Plan Resubmittal | October 31st, 2022 5 GROUND FLOOR 100' -0" T/ PARAPET -MID 125' -0" T/ PARAPET -LOW 121' -0" T/ TOWER ROOF 138' -0" 16' - 2"42' - 4"14' - 4" FAB-1 ST-2 ST-1 RT-1 RT-1ST-2ST-1 M-2WF-1 GL-1WF-1ST-2 ST-2 M-2 ST-1FC-1M-2 ST-2ST-3 ST-2 WF-1 WF-1 (@ COPING) PROPOSED SIGNAGE 40 SF (@ CANOPY) (@ WALL CAP)(@ CANOPY) EXISTING LIGHT FIXTURES TO REMAIN, TYP. M-2 GROUND FLOOR 100' -0" T/ PARAPET -MID 125' -0" T/ PARAPET -HIGH 129' -0" T/ PARAPET -LOW 121' -0" T/ TOWER ROOF 138' -0" T/ NEW PARAPET 133' -9" 48' - 5 1/2"25' - 7 1/2"24' - 5 1/2"31' - 9 1/2" M-2 SC-1 SC-1GL-3 RT-1 GL-2 ST-1 M-2 ST-3ST-2ST-2ST-2 M-2ST-1FC-1 ST-2ST-1ST-3 M-2M-2 M-2FC-1ST-1 WF-1 M-2 ST-2WF-1 ST-2M-2WF-1M-2 M-2 ST-1 SC-1 PROPOSED SIGNAGE 16SF PROPOSED SIGNAGE 123 SF EXISTING LIGHT FIXTURES TO REMAIN, TYP.(@ CANOPY) (@ CANOPY) (@ COPING) (@ COPING)(JALOUSIE) GL-1 (@ CANOPY)(@ CANOPY)(@ CANOPY) (@ COPING) (@ COPING) (@ W ALL CAP) GL-1 WF-1 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"1 EAST ELEVATION 90% Masonry & Glass 96% Masonry & Glass Case Number ZA22-0054 Capital Grille, Southlake, TX | Site Plan Resubmittal | October 31st, 2022 6FinishesST-1 ST-2 ST-3 ST-4 M-1 M-2 FC-1 RT-1 WF-1 GL-1 GL-2 SC-1 PT-1 FAB-1 EXISTING THIN SET STONE VENEER EXISTING LEDGE CUT STONE VENEER STONE WALL CAP (MATCH EXISTING) CERAMIC TILE WAINSCOT METAL COMPOSITE EXISTING METAL COPING & CANOPY EXISTING FIBER CEMENT SIDING EXISTING CONCRETE ROOF TILE WINDOW FILM STOREFRONT GLAZING EXISTING SPANDREL TRADITIONAL STUCCO, 3-COATS (MATCH PT-1) PAINT SW 7006 EXTRA WHITE FABRIC AWNING GL-3 LAMINATED GLASS LOUVERS GROUND FLOOR 100' -0" T/ PARAPET -MID 125' -0" T/ PARAPET -HIGH 129' -0" T/ PARAPET -LOW 121' -0" T/ TOWER ROOF 138' -0" 14' - 4"46' - 0"26' - 0"47' - 11 1/2" GL-2 M-2 RT-1 ST-1 ST-2 WF-1 ST-2 GL-1 GL-2 GL-2 M-2 ST-1 FAB-1FAB-1FAB-1 M-2 PT-1 M-2PT-1 M-2 WF-1 ST-2 M-2 WF-1 PT-1PT-1PT-1 PT-1PT-1PT-1 M-2ST-1 PROPOSED SIGNAGE 67 SF EXISTING LIGHT FIXTURE TO REMAIN, TYP. (@ COPING) (@ COPING) (@ COPING) (@ AW NING)(@ AWNING)(@ AWNING)(@ AWNING)(@ CANOPY)(@ CANOPY) MS-1 FAB-1 (@ AW NING) 1/8" = 1'-0"1 WEST ELEVATION 87% Masonry & Glass Total Building = 92% Masonry & Glass MS-1 METAL SCREEN COVRIT PLANKWALL 7 1/2"6"1 1/2" PROVIDE DRAINAGE HOLES AT BOTTOM CAST IRON HANDRAIL MOLDING, PAINTED BLACK 1 1/2" SQ. ALUMINUM TUBE, PAINTED BLACK ALUMINUM PLATE, PAINTED BLACK 6"3' - 0"1 1/2"PLANTER BOX PLANTER BOX 1 1/2" SQ. ALUMINUM TUBE, PAINTED BLACK, TYP. 1" SQ. ALUMINUM TUBE, PAINTED BLACK, TYP. ALUMINUM PLATE, PAINTED BLACK, TYP. 3/4" = 1'-0"1 MOVEABLE RAILING DETAILS2 Case Number ZA22-0054