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Item 9D - ZA22-0033 - 3rd Submittal - Carillon Parck - Civil Engineering Preliminary Plan SetBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:40 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:35 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Cover Sheet-SF.dwg , [ Cover Sheet ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100BENCHMARKSELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988BM#1SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN,AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47BM#2SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EASTKIRKLAND BOULEVARD, ±50 FEET WEST OF THECENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01BM#3SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114,±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD.ELEV=622.41C-001COVER SHEET PRELIMINARY WATER, SANITARY SEWER, PAVING,GRADING AND DRAINAGE PLANSFORCARILLON PARKSOUTHLAKEENGINEER13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700DALLAS, TEXAS 75240PHONE: 972-770-1300CONTACT: JOSEPH HORNISHER, P.E.TEXAS REGISTERED ENGINEERING FIRM NO. F-928AUGUST 2022CARILLON PARC DEVELOPMENTPARTNERS, LP.161 SUMMIT AVE STE 200DALLAS, TX 76092OWNERSTATE HIGHWAY 114 AND WHITE CHAPELBOULEVARD, IN THE CITY OF SOUTHLAKE,TARRENT COUNTY, TEXASCITY PROJECT NUMBERS:ORDINANCE NO. 480-564DXXX-XXXXNOT TO SCALEVICINITY MAPNORTH1ST PRELIMINARY SUBMITTAL 07/07/2022-NOT FOR CONSTRUCTION2ND PRELIMINARY SUBMITTAL 08/04/2022-NOT FOR CONSTRUCTIONPLANS SUBMITTAL/REVIEW LOGSHEET INDEXSHEET NUMBERSHEET TITLEC-001COVER SHEETC-002CITY GENERAL NOTESC-003GENERAL NOTESC-004PLAT (1 OF 3)C-005PLAT (2 OF 3)C-006PLAT (3 OF 3)C-100GRADING PLANC-200OVERALL PAVING PLANC-201PRELIMINARY PAVING PLAN (1 OF 2)C-300EXISTING DRAINAGE AREA MAPC-301PROPOSED DRAINAGE AREA MAPC-400OVERALL UTILITY PLANC-401PRELIMINARY SEWER PLAN (1 OF 2)C-202PRELIMINARY PAVING PLAN (2 OF 2)C-402PRELIMINARY SEWER PLAN (2 OF 2)C-405PRELIMINARY WATER PLAN (1 OF 2)C-406PRELIMINARY WATER PLAN (2 OF 2)C-403SANITARY SEWER PLAN (1 OF 2)C-404SANITARY SEWER PLAN (2 OF 2) BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/13/2022 8:51 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:36 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-General Notes-SF.dwg , [ City-Notes ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-002CITY GENERAL NOTES BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/13/2022 8:51 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:36 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-General Notes-SF.dwg , [ KHA-Notes ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-003GENERAL NOTES KH GENERAL NOTESOVERALL:1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINALGEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERNWHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION ANDDETAIL SHALL BE FOLLOWED.2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. FORINSTANCES 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 THE CONSTRUCTIONDOCUMENTS 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 PROJECT SURVEYOR, AND AREBASED 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 EXISTING FIELD CONDITIONSPRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY.7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTORSHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEERFOR REVIEW.8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING.9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OFIMPROVEMENTS. 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 AFFECT CONSTRUCTION. ANYDISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCINGWORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IFAPPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOTCONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCINGCONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION.12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEARTHE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING 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 FROM AVAILABLE UTILITYCOMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THEPRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTSCAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH ANEXISTING UTILITY.16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THEPROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTINGPOLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTINGUNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BEENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS.17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWERLINE, AND UTILITY POLE ADJUSTMENTS NEEDED.18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITECONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT.19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALLUTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS INTHE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY ORDEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCHWORK.20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THECOST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAYITEM.21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTORSHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES.22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION.23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICALREPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSIONCONTROL PLANS, SWPPP AND INSPECTION REPORTS.24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCEOF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE.25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BEPERFORMED 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 PURPOSES ONLY AND ARE NOTTO 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. REFERENCE THE BUILDINGPLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING 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 THE PROJECTARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT ANDSTRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATEDARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFYWHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITSFINAL POSITION ON THE SITE BASED 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), INCLUDING SUBSEQUENT ADDENDA.33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTINGSHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT.TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATEDBY THE CONTRACTOR FOR MATERIALS TESTING.34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY.35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORKCONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANYDAMAGE 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, VAULT LIDS, FIRE HYDRANTS,COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER.39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUTNOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TOORIGINAL 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 ASNECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT.41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATEDDURING CONSTRUCTION.42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES ORCULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR 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 ITS EMPLOYEES, AGENTS ORREPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THECONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES 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 OF CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONSAND 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 UNIFORM TRAFFIC CONTROLDEVICES".51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BEADJUSTED 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 MATCH ACTUAL FINISHEDGRADES AT THE TIME OF PAVING.53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDINGBUILDING 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 TO THE START OFCONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN.55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS.56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONSFROM 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, ANDORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE.2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGEELIMINATION SYSTEM TXR 150000”.3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LANDDISTURBANCE.4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT.5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES,BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE.6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORMWATER 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 PER APPROVEDDETAILS.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 AND MODIFICATIONS ASNEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENTSEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER.11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITHTHE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATIONAND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR ISRESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWNON THE EROSION CONTROL PLAN.12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY.PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH ANAPPROPRIATE BARRIER.13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TOVERIFY 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 ACCORDANCE WITH CITYSPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALLINGRESS/EGRESS.15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITEROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY.16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THECONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS.17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHEDSTONE 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 10 ACRES, PER TCEQ ANDCITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALLARRANGE 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 TRACKED ONTO A ROADWAY,THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLYOFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TOMAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE.21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESSADDITIONAL 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, LOOSE MATERIAL, AND TRASH ASCONSTRUCTION PROGRESSES.23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THEAREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIALVEGETATIVE COVER.24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THE CONSTRUCTIONSHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLEREGULATIONS.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 TEXAS POLLUTANT DISCHARGEELIMINATION SYSTEM TXR 150000.3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCINGCONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALLPROVIDE 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) IF APPLICABLE,INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI).5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATIONSTATEMENT 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 TO THE CITY BY THECONTRACTOR 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 SOIL DISTURBING ACTIVITIES ATTHE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BYSTRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER ADIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE 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 PRELIMINARYDEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE.2.KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS,SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BEREMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THEOWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS 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 LEAVE THE SITE IN ASTATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TOACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THEDEMOLITION 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 CITED REPORTS HAVE BEENPREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE.6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THEDISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLEREGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY.7.KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMSTHAT 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 CONDITIONS INCLUDING GRADESAND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY 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 PAVEMENT SURFACE. INLOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION.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 OF DISCREPANCY.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 GRADING OPERATIONS, THECONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH,STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THELIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENT SECTION.8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWNEARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BEIMMEDIATELY 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), INCLUDING SUBSEQUENTADDENDA.10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTINGFROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONALEXPENSE.11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING.REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS.12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITEIMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TOEARTHWORK.13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS ANDREGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'SAPPROVAL TO DO SO.14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TOLANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL.15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES ORCULVERTS 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 ANY REASON OR ANYLENGTH 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 GEOTECHNICAL ENGINEER'SSPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BECOORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT.SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCYNOMINATED 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 TESTING AGENCY.22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTEDMEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THEGEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD.24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSEDBUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THECONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION.26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BYOTHER 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 RELOCATIONS NEEDED FORGRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTORSHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION.28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THATAFFECT THE GRADING PLAN TO THE CIVIL ENGINEER.29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITEGRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPEARCHITECT PRIOR TO COMMENCING THE WORK.30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREEPRESERVATION PLANS BY THE LANDSCAPE ARCHITECT.31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREESTO 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 CONFIRMED IN WRITING THATONE 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 BEPRESERVED 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 PAVEMENT AREAS FOR EVIDENCEOF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEYSTORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED.35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED.RETAINING WALLS:1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP ANDBOTTOM OF THE WALL.2.RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER.3.RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURALDESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE PERFORMED BY A LICENSED ENGINEER AND ARENOT PART OF THIS PLAN SET.4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT BUILDINGFOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES.5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS.PAVING:1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND SPECIFICATIONS, THEFINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALLGOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVESPECIFICATION/DETAIL SHALL BE FOLLOWED.2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION),INCLUDING ALL ADDENDA.3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THAN THOSE IN THEGEOTECHNICAL 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 OTHERWISE BY OWNER. ALLPAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY ANAPPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FORPAVING AND PAVING SUBGRADE TESTING.6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVING SUBGRADE, THAT THEWORK 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 TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTIONDETAIL AND SPECIFICATIONS.9.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS AND SHALL HAVE ADETECTABLE 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, LATEST EDITION.11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THE FAIRHOUSING 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 PARKING SYMBOLS, ANDMISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERETO 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 SHALL BE SUPPORTED BYBAR 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 SO THEY ARE READILYVISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED.23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OF PAVEMENT. ALLCONSTRUCTION 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, AND FHA) EXIST TO ANDFROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL ANACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALLLONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE INANY DIRECTION.25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THATADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES AREENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPE COMPLIANCE ISSUES.STORM DRAINAGE:1.ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.2.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER.3.THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THATARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED.4.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETSAND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.5.FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND FIELDCONDITIONS PRIOR TO THEIR INSTALLATION.6.ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS ANDSPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.7.ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTORSHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8.ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLARAND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT.9.ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS III RCP OROTHER APPROVED MATERIAL.10.WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED.11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THEOWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BEWATERTIGHT.12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES.13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS.15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET.16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR WRITTEN APPROVAL OF THE CITY.17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.WATER AND WASTEWATER:1.ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER AND WASTEWATER FACILITIESTHAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THEENGINEER OF ANY CONFLICTS DISCOVERED.3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICESENTERING 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 OF THE WATER ANDWASTEWATER IMPROVEMENTS.6.ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILSAND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.7.ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING 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 THE APPLICABLE CODES ANDINSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THEENGINEER 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 KEEP WATER PIPE AND FITTINGSCLEAN 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 OF PRIOR NOTICETHAT 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 SURROUNDING PROPERTIES.15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF NECESSARY, BY USEOF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONALCOMPENSATION SHALL BE ALLOWED.16.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALLDAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARESUBSIDIARY 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 PROPOSED PAVEMENT.18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BECONSIDERED 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/OR THRUST BLOCKED TOCITY STANDARDS.20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS AREGREATER THAN 9-FEET FROM THE CROSSING.21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION AND MATERIALS SHALLCOMPLY WITH TCEQ CHAPTER 217.53.22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITHTCEQ CHAPTER 290.44.23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS AND SPECIFICATIONS. AT A MINIMUM,THIS SHALL CONSIST OF THE FOLLOWING:a.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATEWITH 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 THEIR REQUIREDPROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BEPERFORMED 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 DECALSSHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITYSTANDARDS, 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 A SINGLE 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-FOOT INTERVALS, OR ASREQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITHFINISHED GRADE.28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G. FLOOR ELEVATIONOF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALLREVIEW 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 PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR WRITTEN APPROVAL OF THE CITY.30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:36 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 1 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-004PLAT (1 OF 3) WHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.OPEN SPACEOPEN SPACEMONTE CARLODRIVE(51-FOOT WIDE RIGHT-OF-WAY)CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T.PALLADIAN DRIVE(90-FOOT WIDE RIGHT-OF-WAY)CARILLON PHASE 2A-2TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T.THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461D.R.T.C.T.13' SHARED ACCESS EASEMENTINST. NO. D216217890O.P.R.T.C.T.ABANDONED BYINST. NO. ___________O.P.R.T.C.T.10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T.DRAINAGE EASEMENTINST. NO. D211117912O.P.R.T.C.T.ABANDONED BY SEPARATEINSTRUMENT EASEMENT5/8" IRFC"JACOBS"10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T.RIVERA DRIVE (A VARIABLE W I D T H R I G H T - O F - W A Y )E. KIRKWOOD BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T.N0°18'41"W 502.90' S6°17'02"E 675.59'N83°42'58"E24.24'76206 5N89°41'19"E564.61'S0°18'41"E 145.50'S89°41'19"W511.25'N0°18'41"W 145.50'N46°15'49"E38.79'S8°06'49"E 77.79' S0°18'41"E 293.00'N0°18'41"W 146.50'S89°41'19"W568.64'N89°41'19"E568.64'C3N83°42'58"E99.07'S6°17'02"E 401.69'N83°42'58"E265.50'S6°17'02"E 681.77' C1 S12°36'38"E183.55'C2S83°42'58"W99.07'N83°42'58"E147.39'N89°41'19"E553.14'C5N83°42'58"E99.07'53.36'495.75'15.50'15.50'553.14'145.50'120.00'120.00' 506.18' 55.59'C61824 1010735428912252423222116191817124511789101312 9 8 7 6 2 4 1131415232221201917161098456 33111415125/8" IRFC"JACOBS"5/8" IRFC"JACOBS"BLOCK AXBLOCK BBLOCK BBLOCK CBLOCK DBLOCK DBLOCK E51.0'45.50'45.50'45.50'45.41' 20.0'51.0' 51.0' 20.0' 20.0' 20.0'20.0'51.0' 20.0'20.0'20.0'51.0'51.0'20.0'51.0'51.0'51.0'51.0' 51.0'20.0'20.0'20.0'20.0'20.0'20.0' 25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5'10' BUILDING LINE10' BUILDING LINESTREET B(A 51' RIGHT-OF-WAY)STREET D(A 51' RIGHT-OF-WAY)STREET A (A VARIABLE WIDTH RIGHT-OF-WAY)STREET E(A 51' RIGHT-OF-WAY)20' PRIVATEALLEY20' PRIVATE ALLEY 20' PRIVATEALLEY10' BUILDINGLINE15' BUILDING LINE10' BUILDING LINE 10' BUILDING LINE 15' BUILDING LINE 15' BUILDING LINE 15' BUILDING LINE 10' BUILDING LINESETBACK BUILDING LINE 15' BUILDINGLINE12X 96.0' 96.0'96.0'48.0'48.0'53.0'43.0'ST. TROPEZ DRIVE (A 51' RIGHT-OF - W A Y )51.0'CARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.51.0'53.0'90.0'RIVERA LANE(A VARIABLE WIDTH RIGHT-OF-WAY)106.6'20' PRIVATEALLEY20' PRIVATEALLEY20' ALLEY25.5'25.5'25.5'20' ALLEYBLOCK FBLOCK FR.O.W. DEDICATION0.7686 ACRES33,482 SQ. FT.R.O.W. DEDICATION0.0843 ACRES3,672 SQ. FT.270.0'35.0'35.0'60.0'30.0'30.0'4.0'15/8" IRFC"JACOBS" 11 1213N77°23'22"E119.92'S89°54'38"W114.98'∆=28°40'58"R=124.00'L=62.08'CB=S75°34'09"WC=61.43'S61°13'40"W113.10'∆=21°19'44"R=404.19'L=150.46'CB=S11°05'20"WC=149.60'N0°25'28"E25.27'N0°43'04"W 456.67'S89°29'22"W46.55'N0°18'41"W 725.92'N89°41'19"E64.76'N44°26'49"E28.31'N89°24'03"E338.61'∆=5°41'05"R=1048.00'L=103.98'CB=N86°33'30"EC=103.94'S83°42'58"W471.23'N51°17'02"W28.28'4.0'N89°37'07"E130.18'S0°43'04"E167.96'138.17'86.98'130.59'180.99'34.42'116.36'163.43'30.00'238.56'22.04'12.15'153.12'435.22'2.55'N0°43'05"W 135.64'396.22' 1330.00'25.00'2730.00' 30.00'1525.00'30.00'30.00'30.00'30.00'XXXXXXXVISIBILITY EASEMENT(BY THIS PLAT)S13°20'16"W41.17'10.00'40.00'VISIBILITYEASEMENT(BY THIS PLAT)N14°44'03"W41.29'10.00'40.00'10' BUILDINGSETBACK LINE 15.92'S76°39'18"W307.73'5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRF5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC "JACOBS"141126131262533' WATER AND SANITARYSEWER EASEMENT(BY THIS PLAT)2S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00' S0°18'41"E 111.00' S4°06'04"E 111.12' S6°17'02"E 111.00' S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00' S0°18'41"E 111.00' S3°15'55"E 111.08' S6°17'02"E 111.00' S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00' S0°18'41"E 111.00' S0°18'41"E 111.00' S4°32'00"E 111.05' S6°17'02"E 111.00'S83°42'58"W110.02'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'S83°42'58"W110.00'BLOCK AALLEY A104.38'59.25'L265.00'C724.25'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'46.00'19.00'C865.00'L154.00'57.00'L687.50'L343.50'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'42.64'4.36'11.70'42.64'29.57'17.43'17.43'33.80'39.20'L479.62'L551.15'L1087.50'L757.00'43.50'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'70.00'42.64'4.36'10.08'42.64'43.23'3.67'3.67'49.07'64.90'L887.50' L 951.40'C966.00'L1362.00'27.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'21.64'25.36'33.54'21.64'39.11'8.58'8.58'42.50'46.50'L1187.50'L1260.00'79.78'46.00' 63.98'110.00'L 1 4 283.78'4.00'110.00'20.00'46.00'24.00'C 1 0 62.61' 62.61' 47.00' 47.00'L1660.00'C1118.68' 48.68' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00'L2147.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00'110.00'48.00' 48.00' 48.00' 48.00' 48.00'110.00'48.00' 48.00' 48.00' 48.00' 61.00' 61.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 58.00'L1886.50'L1744.50' 43.07'L 2 085.00'L1958.07'9.94'25.09'L2285.09'27.11'57.11'36.54'L25125.00'531.25'344.00'20.00'342.62'100.45'L2320.55'L26L28L2968.57'78.13'L15C12C13C1 4 STREET C(A 51' RIGHT-OF-WAY)ALLEY FALLEY CALLEY BALLEY EALLEY D 15' DRAINAGE EASEMENT(BY THIS PLAT)15' DRAINAGEEASEMENT(BY THIS PLAT)7' REAR YARDSETBACK7' REAR YARDSETBACK7' REAR YARDSETBACK7' REAR YARDSETBACK7' REAR YARD SETBACK 7' REAR YARD SETBACK 6' SIDE YARDSETBACK6' SIDE YARDSETBACK6' SIDE YARDSETBACK5' UTILITY EASEMENT(BY THIS PLAT)5' UTILITY EASEMENT(BY THIS PLAT)15' BUILDING LINE 20' GARAGESETBACK20' GARAGESETBACKPEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)5' UTILITY EASEMENT(BY THIS PLAT)N0°18'41"W 725.92'N0°18'41"W 502.90'44.00'30.00'S6°17'02"E47.32'10.67' 98.02' 146.50' 146.50'STREET A(A VARIABLE WIDTHRIGHT-OF-WAY)S6°17'02"E 120.58' S8°02'08"E 97.99' N5°33'48"E 87.75'N0°43'05"W 135.58'52.02'3675412∆=28°33'53"R=256.00'L=127.63'CB=S23°03'47"EC=126.31'∆=23°50'20"R=244.00'L=101.52'CB=N25°25'33"WC=100.79'R=200.00'∆=113°30'29"L=396.22'CB=S89°16'53"WC=334.53'X7' REAR YARDSETBACK10' BUILDINGLINE87.00' 14XC21S41°23'44"E71.51'C22C24N80°28'06"W63.98'R=17.50'L37L3869.00'64.49'N77°23'22"E138.65'C2565.97'46.00'46.00'46.00'195.80'223.52'47.30'15.00'133.50'S12°36'38"E86.26'15' S.S.E.3.15'25.28'N89°34'52"W29.12'S0°37'44"E 141.55'S.S.E.(BY THIS PLAT)36.52'15.08'15.00'37.50'L40L39N89°35'03"W545.86'41.61'S89°34'22"E39.66'N6°17'02"W14.34'L27S.S.E.(BY THIS PLAT)9.98'2.76'S13°20'16"W41.10'39.94'VISIBILITYEASEMENT(BY THIS PLAT)UTILITY EASEMENT(BY THIS PLAT)N12°36'38"W86.26'PEDESTRIAN ACCESS,FIRE LANE, DRAINAGE,AND UTILITYEASEMENT(BY THIS PLAT)COMMON ACCESS, FIRE LANE,DRAINAGE, AND UTILITYEASEMENT(BY THIS PLAT)WATER EASEMENT(BY THIS PLAT)8' PEDESTRIANACCESSEASEMENT(BY THIS PLAT)8' PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)8' PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)5.66'111.00'111.00'111.00'111.00'35.03'46.00'46.00'46.00'60.44'18.44'CURVE TABLENO.C1C2C3C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20DELTA6°19'36"5°58'21"5°58'21"5°58'21"43°25'30"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"46°03'35"80°39'26"97°43'27"52°47'03"60°45'35"32°46'14"6°57'19"82°02'48"4°34'42"RADIUS100.00'739.50'593.00'446.50'100.00'40.00'40.00'40.00'40.00'40.00'61.00'29.00'29.00'135.00'500.00'380.00'370.00'131.00'507.50'LENGTH11.04'77.09'61.81'46.54'75.79'62.83'62.83'62.83'62.83'62.83'49.04'40.82'49.46'124.37'530.23'217.34'44.91'187.59'40.55'CHORD BEARINGS09°26'50"ES86°42'08"WN86°42'08"EN86°42'08"EN67°58'34"EN44°41'19"ES45°18'41"EN45°18'41"WS38°42'58"WS51°17'02"EN63°54'41"WS46°36'45"EN40°49'36"EN86°25'57"ES31°05'51"ES18°48'22"ES38°40'08"ES01°07'23"ES63°46'00"ECHORD11.04'77.05'61.79'46.52'73.99'56.57'56.57'56.57'56.57'56.57'47.73'37.54'43.68'120.02'505.73'214.39'44.89'171.97'40.54'LINE TABLENO.L1L2L3L4L5L6L7L8L9L10L11L12L13BEARINGS44°41'19"WN45°18'41"WN44°41'19"ES39°00'07"ES38°42'58"WN45°18'41"WN44°41'19"ES51°17'02"ES38°42'58"WN45°18'41"WS51°17'02"ES38°42'58"WN44°41'19"ELENGTH7.07'7.07'26.16'31.35'7.07'7.07'7.07'7.07'26.16'26.16'26.16'7.07'7.07'LINE TABLENO.L14L15L16L17L18L19L20L21L22L23L25L26L27BEARINGN38°42'58"EN67°00'16"WN38°42'58"EN51°17'02"WS38°42'58"WN51°17'02"WS38°42'58"WS51°17'02"EN38°42'58"ES51°17'02"EN45°18'41"WN51°17'02"WS89°41'19"WLENGTH28.28'17.35'14.14'26.16'7.07'7.07'28.28'28.15'7.07'28.57'7.07'7.07'2.89'LINE TABLENO.L28L29L30L31L32BEARINGN06°17'02"WN51°17'02"WN54°48'31"ES28°31'21"WS23°56'39"WLENGTH20.86'7.07'10.00'7.50'56.70'STREETALLEY7' REAR YARDSETBACK20' GARAGESETBACK10' BUILDING LINE6' MINIMUM BUILDINGSEPARATION 5' A.M.A.O.D.E. (SEE DETAIL NOTE) DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_PP.DWG PLOTTED BY BOOTH, PENNY 8/9/2022 9:16 AM LAST SAVED 8/9/2022 9:04 AMScaleDrawn by1" = 60'Checked byDateProject No.Sheet No.Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria OfficeTel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500GRAPHIC SCALE IN FEET06030601201" = 60'@ 24X36NORTHNOT TO SCALEVICINITY MAPNORTHFLOOD STATEMENT:According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 4806120085K, forTarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within:If this site is not within an identified special flood hazard area, this flood statement does not imply that theproperty and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greaterfloods can and will occur and flood heights may be increased by man-made or natural causes. This floodstatement shall not create liability on the part of the surveyor.OWNER:CARILLON PARC DEVELOPMENTPARTNERS, LP161 SUMMIR AVENUESOUTHLAKE, TX 76092CONTACT: JOHN TERRELSURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS,TEXAS 75240CONTACT: ANDY DOBBS, R.P.L.S.PHONE: 972-770-1300NOTES:1. Area tables on Sheet 3.2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted.3. Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivision ordinance andstate platting statutes and is subject to fines and withholding of utilities and building permits.4.Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for the use as a CityLibrary and possible multi-use/performance arts building(s). Vehicular and pedestrian public access will beprovided to these facilities.5.Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, Wall Maintenance,and Aerial Overhang Easement on lot adjacent to the zero setback property line.6.All alleys are private and include a Private Access, Drainage, and Utility Easement.7.Lots marked with "X" are Home Owners Association lots.8.Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by PublicWorks/Engineering.ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER,SUITE 700DALLAS, TEXAS 75240CONTACT: JOSEPH HORNISHER, P.E.PHONE: 972-770-1300PCB/MGB0645141021 OF 3JADMATCH LINE (SEE SHEET 2)PRELIMINARY PLATCARILLON PARC ADDITION79 SINGLE FAMILY LOTS13 HOMEOWNERS' ASSOCIATION LOTS42.5091 ACRESCASE NO. ZA22-0033LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASLEGENDP.O.B. = POINT OF BEGINNINGΔ = CENTRAL ANGLEA.M.A.O.D.E. = PRIVATE MAINTENANCE,DRAINAGE, ACCESS, WALL MAINTENANCE, ANDAERIAL OVERHANG EASEMENTD.R.T.C.T. = DEED RECORDS OF TARRANTCOUNTY, TEXASO.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS,TARRANT COUNTY, TEXASN.T.S. = NOT TO SCALES.S.E. = SANITARY SEWER EASEMENTDETAILSCALE 1"=60'Aug. 2022OPEN SPACE MAINTENANCE RESPONSIBILITYDESCRIPTIONRESPONSIBLE PARTYRESIDENTIALSINGLE FAMILY LOTSHOMEOWNERCOMMON LOT ALLEYSINGLE FAMILY HOASINGLE FAMILY HOAOPEN SPACE ANDROUNDABOUTNON-RESIDENTIALCOMMON ACCESSDRIVESCARILLON PARC HOAPER 380 AGREEMENTPARKLAND, LIBRARY,AND PERFORMINGARTS DEDICATION BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:36 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 2 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-005PLAT (2 OF 3)40.00'S80°05'31"E41.23'STATE HIGHWAY 114(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T.PALLADIAN DRIVE(90-FOOT WIDE RIGHT-OF-WAY)CARILLON PHASE 2A-2INST. NO. D213015133P.R.T.C.T.SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606O.P.R.T.C.T.HOPKINS DALLASPROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T.TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T.20' UTILITY EASEMENTINST. NO. D211080416INST. NO. D211103647O.P.R.T.C.T.WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.(63-FOOT WIDE RIGHT-OF-WAY)N83°42'58"E24.24'N0°1 S89°41'19"W568.64'N83°42'58"E265.50'C1 S12°36'38"E183.55'C2S83°42'58"W99.07'145.50'120.00'55.59'5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"BLOCK CBLOCK E45 45.41' 20.0' 20.0' 51.0' 51.0'20.0'20.0'25.5'25 STREET E(A 51' RIGHT-OF-WAY)20' PRIVATEALLEY20' PRIVATEALLEY15' BUILDING LINE15' BUILDINGLINE90.0'RIVERA LANE(A VARIABLE WIDTH RIGHT-OF-WAY)BLOCK FBLOCK FBLOCK FBLOCK FBLOCK GBLOCK GBLOCK GBLOCK F862 3 1 3 245BLOCK F50.0'25.0'25.0'70.0'35.0'35.0'60.0'30.0'30.0'40.0'20.0'20.0'70.0'35.0'35.0'70.0'35.0'35.0'55.0'27.5'27.5'50.0'50.0'100.0'STREET G(A VARIABLE WIDTHRIGHT-OF-WAY)STREET F(A VARIABLE WIDTHRIGHT-OF-WAY)15/8" IRFC"JACOBS"∆=2°10'06"R=531.50'L=20.11'CB=N80°49'07"WC=20.11'S8°05'49"W 63.00'∆=11°55'20"R=468.50'L=97.49'CB=N75°56'30"WC=97.31'S2 3 ° 5 6 ' 3 9 " W 451 . 3 9 'N77°23'22"E119.92'S89°54'38"W114.98'∆=28°40'58"R=124.00'L=62.08'CB=S75°34'09"WC=61.43'S61°13'40"W113.10'S76°39'18"W192.85'N17°45'26"W81.89'17.95'S66°02'56"E53.98'S2 3 ° 5 6 ' 5 5 " W 291 . 3 8 ' S2°10'49"E 94.65'S66°01'06"E98.56'S2 3 ° 5 6 ' 3 9 " W 425 . 6 4 ' S23 ° 5 6 ' 3 9 " W 227 . 7 6 'N87°51'17"E255.13'∆=21°19'44"R=404.19'L=150.46'CB=S11°05'20"WC=149.60'N0°25'28"E25.27'N66°03'21"W1190.36'N0°34'16"W95.22'S89°27'53"W13.90'N0°43'04"W 456.67'S89°29'22"W46.55'N89°37'07"E130.18'S0°43'04"E167.96'C15C17C18C19 C16L31L32 L30S66°03'21"E73.28'C20138.17'86.98'130.59'180.99'71.05'60.78'11 4 .0 7 '268.94'105.20'211.99'123.28'72. 2 0 '397.87'369.48'207.85'34.42'116.36'163.43'221.89'266 . 9 9 ' 158 . 6 4 'S59°16'47"E101.70'12. 0 ' 12. 0 ' 30.00'238.56'391.71'50.00'22.04'12.15'153.12'435.22'2.55'132.40'N5°33'48"E73.31'N0°43'05"W 135.64'396.22'131.54'149.58'1530.00'30.00'BLOCK FBLOCK FXX50' BUILDINGSETBACK LINE10' BUILDING SETBACK LINE VISIBILITY EASEMENT(BY THIS PLAT)S13°20'16"W41.17'10.00'40.00'VISIBILITYEASEMENT(BY THIS PLAT)N14°44'03"W41.29'10.00'40.00'10' BUILDINGSETBACK LINE20' LANDSCAPE BUFFER(BY THIS PLAT)20' LANDSCAPEBUFFER(BY THIS PLAT)20' LANDSCAPEBUFFER(BY THIS PLAT)50' BUILDING SETBACK LINEVISIBILITY EASEMENT(BY THIS PLAT)40.00'10.00'S52°01'11"E41.23'37.45'475.51'17.26'*BLOCK H*BLOCK HBLOCK H*S76°39'18"W307.73'479.82 'ACCESS PERMITTEDVOL. 12545, PG. 1860D.R.T.C.T.ACCESS PERMITTEDVOL. 12611, PG. 150D.R.T.C.T.5/8" IRFC"JACOBS"BRASS TXDOTDISK FOUNDIRSC5/8" IRFC"C&B"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"ACCESS PERMITTEDVOL. 14094, PG. 241D.R.T.C.T.ACCESS PERMITTEDVOL.14094, PG. 240D.R.T.C.T.ACCESS DENIEDVOL. 14094, PG. 240D.R.T.C.T.BRASS TXDOTDISK FOUND5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"P.O.B.S54°16'04"W13.76'∆=17°43'04"R=81.50'L=25.20'CB=N4°38'50"WC=25.10'10' BUILDINGSETBACK LINEVISIBILITY EASEMENTBY THIS PLAT10.00'33' WATER AND SANITARYSEWER EASEMENT(BY THIS PLAT)N63°31'37"E149.38'S89°16'58"W91.92'C927.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'33.54'21.64'8.58'42.50'L1260.00'L21L179.94'25.09'L2285.09'27.11'20.00'L26L28L2968.57'78.13'ALLEY FALLEY C7' REAR YARDSETBACKPEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)BLOCK FN0°18'41"W 725.92'N0°18'41"W 502.90'RIVERA LANE(A VARIABLE WIDTH RIGHT-OF-WAY)91.16'176.27'155 . 5 5 ' S23 ° 5 6 ' 3 9 " W 227 . 7 6 '40.67'N54°48'31"E20.00'28.87'38.36'43.02'3 2 .7 6 '35.99'44.00'240.71'64.44'29.81'63.00'456.83'30.00'10.67'R.O.W. DEDICATION0.0776 ACRES3,379 SQ. FT.S59°16'47"E101.70'22.12'N33°11'58"W67.59'45.47'322.82'S66°03'21"E240.41'10.0'10' UTILITYEASEMENT(BY THIS PLAT)10' UTILITYEASEMENT(BY THIS PLAT)S76°42'21"W100.77'S13°17'39"E15.00'N76°42'21"E103.12'9.70'73.08'S76°42'21"W60.36'N76°42'21"E60.63'112.37'125.20'15' S.S.E.(BY THIS PLAT)15.11'15.14'15' S.S.E.(BY THIS PLAT)15' S.S.E.(BY THIS PLAT)S89°16'54"W93.67'S89°16'54"W96.73'9.71'15.07'12.47'S13°30'22"E171.05'S13°30'22"E247.02'N76°29'18"E241.33'BLOCK H3675412∆=28°33'53"R=256.00'L=127.63'CB=S23°03'47"EC=126.31'∆=23°50'20"R=244.00'L=101.52'CB=N25°25'33"WC=100.79'R=200.00'∆=113°30'29"L=396.22'CB=S89°16'53"WC=334.53'X7' REAR YARDSETBACK10' BUILDINGLINE87.00'L37L3869.00'64.49'N77°23'22"E138.65'C2565.97'46.00'46.00'46.00'195.80'223.52'47.30'15.00'133.50'S12°36'38"E86.26'S77°23'22"W15.00'15' S.S.E.(BY THIS PLAT)3.15'25.28'N89°34'52"W29.12'S0°37'44"E 141.55'S.S.E.(BY THIS PLAT)N89°35'03"W545.86'41.61'S89°34'22"E39.66'N6°17'02"W14.34'L27S.S.E.(BY THIS PLAT)UTILITY EASEMENT(BY THIS PLAT)N12°36'38"W86.26'PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)PEDESTRIAN ACCESS,FIRE LANE, DRAINAGE,AND UTILITYEASEMENT(BY THIS PLAT)COMMON ACCESS, FIRE LANE,DRAINAGE, AND UTILITYEASEMENT(BY THIS PLAT)COMMON ACCESS, FIRE LANE,DRAINAGE, AND UTILITYEASEMENT(BY THIS PLAT)WATER EASEMENT(BY THIS PLAT)WATER EASEMENT(BY THIS PLAT)WATER EASEMENT(BY THIS PLAT)63.00'111.00'111.00'111.00'111.00' 29∆=12°07'32"R=132.54'L=28.05'CB=S30°27'38"WC=28.00'S23°58'42"W 127.74'S66°04'18"E285.39'35.03'46.00'46.00'46.00'60.44'18.44'* 1R=200.00'∆=217°59'32"L=760.94'CB=S84°30'10"EC=378.22'43.02'158 . 6 4 ' S23 ° 5 7 ' 2 0 " W 317 . 8 4 '7 459.13'60.15'135.86'COMMON ACCESS, FIRE LANE,EASEMENT(BY THIS PLAT)∆=32°08'18"R=105.73'L=59.31'CB=S55°21'50"WC=58.53'N72°13'56"E15.64'3STREETALLEY7' REAR YARDSETBACK20' GARAGESETBACK10' BUILDING LINE6' MINIMUM BUILDINGSEPARATION5' A.M.A.O.D.E.(SEE DETAIL NOTE) DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_PP.DWG PLOTTED BY BOOTH, PENNY 8/9/2022 9:16 AM LAST SAVED 8/9/2022 9:04 AMScaleDrawn by1" = 60'Checked byDateProject No.Sheet No.Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria OfficeTel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500GRAPHIC SCALE IN FEET06030601201" = 60'@ 24X36NORTHFLOOD STATEMENT:According to Federal Emergency Management Agency's Flood Insurance Rate Map No.4806120085K, for Tarrant County, Texas and incorporated areas, dated September 25, 2009, thisproperty is located within:If this site is not within an identified special flood hazard area, this flood statement does not implythat the property and/or the structures thereon will be free from flooding or flood damage. On rareoccasions, greater floods can and will occur and flood heights may be increased by man-made ornatural causes. This flood statement shall not create liability on the part of the surveyor.SURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS,TEXAS 75240CONTACT: ANDY DOBBS, R.P.L.S.PHONE: 972-770-1300ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER,SUITE 700DALLAS, TEXAS 75240CONTACT: JOSEPH HORNISHER, P.E.PHONE: 972-770-1300PCB/MGB0645141022 OF 3JADMATCH LINE (SEE SHEET 1)NOT TO SCALEVICINITY MAPNORTHOWNER:CARILLON PARC DEVELOPMENTPARTNERS, LP161 SUMMIR AVENUESOUTHLAKE, TX 76092CONTACT: JOHN TERRELAug. 2022LEGENDP.O.B. = POINT OF BEGINNINGΔ = CENTRAL ANGLEA.M.A.O.D.E. = PRIVATE MAINTENANCE,DRAINAGE, ACCESS, WALL MAINTENANCE, ANDAERIAL OVERHANG EASEMENTD.R.T.C.T. = DEED RECORDS OF TARRANTCOUNTY, TEXASO.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS,TARRANT COUNTY, TEXASN.T.S. = NOT TO SCALES.S.E. = SANITARY SEWER EASEMENTDETAILSCALE 1"=60'PRELIMINARY PLATCARILLON PARC ADDITION79 SINGLE FAMILY LOTS13 HOMEOWNERS' ASSOCIATION LOTS42.5091 ACRESCASE NO. ZA22-0033LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASNOTES:1. Area tables on Sheet 3.2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwisenoted.3. Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivisionordinance and state platting statutes and is subject to fines and withholding of utilities andbuilding permits.4.Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for theuse as a City Library and possible multi-use/performance arts building(s). Vehicular andpedestrian public access will be provided to these facilities.5.Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, WallMaintenance, and Aerial Overhang Easement on lot adjacent to the zero setback property line.6.All alleys are private and include a Private Access, Drainage, and Utility Easement.7.Lots marked with "X" are Home Owners Association lots.8.Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by PublicWorks/Engineering.9.See Sheet 1 for Line and Curve Tables.OPEN SPACE MAINTENANCE RESPONSIBILITYDESCRIPTIONRESPONSIBLE PARTYRESIDENTIALSINGLE FAMILY LOTSHOMEOWNERCOMMON LOT ALLEYSINGLE FAMILY HOASINGLE FAMILY HOAOPEN SPACE ANDROUNDABOUTNON-RESIDENTIALCOMMON ACCESSDRIVESCARILLON PARC HOAPER 380 AGREEMENTPARKLAND, LIBRARY,AND PERFORMINGARTS DEDICATION BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:36 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 3 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-006PLAT (3 OF 3)BLOCK BLOT NO.123456789101112131415161718192021222324252627XACRES0.1540.1200.1200.1200.1200.1200.1200.1200.1200.1200.1290.1250.1380.1740.1270.1270.1200.1200.1200.1200.1200.1200.1200.1200.1200.1540.299SQ. FT.6,6985,2175,2175,2175,2175,2175,2175,2175,2175,2175,6255,4515,9967,5765,5305,5355,2175,2175,2175,2175,2175,2175,2175,2175,2176,69813,005BLOCK CLOT NO.123456789101112131415XACRES0.1630.1200.1200.1200.1200.1200.1200.1200.1200.1200.1200.1300.1260.1610.395SQ. FT.7,0815,2175,2175,2175,2175,2175,2175,2175,2175,2175,2175,6715,4827,03117,187BLOCK DLOT NO.123456789101112131415161718192021222324X25X26XACRES0.1160.1540.1390.1210.1210.1210.1210.1210.1540.1210.1550.1540.1210.1210.1210.1210.1210.1190.1190.1190.1190.1190.1580.1390.1540.344SQ. FT.5,0606,6996,0625,2805,2805,2805,2805,2806,7105,2806,7466,7255,2805,2805,2805,2805,2805,1705,1705,1705,1705,1706,8876,0686,69714,976BLOCK GLOT NO.123ACRES0.3440.6170.730SQ. FT.14,96926,87831,781BLOCK ALOT NO.123456789101112X13X14XACRES0.1540.1160.1160.1160.1160.1160.1160.1160.1160.1410.1910.5660.3620.022SQ. FT.6,7125,0605,0605,0605,0605,0605,0605,0605,0606,1348,31224,66815,749962BLOCK ELOT NO.123456X7XACRES0.1500.1170.1170.1170.1450.2240.239SQ. FT.6,5375,1065,1065,1066,3319,77510,416BLOCK HLOT NO.1234ACRES3.2682.8580.4872.289SQ. FT.142,372124,51221,21599,723BLOCK FLOT NO.123456789ACRES0.5594.8260.8031.1730.9222.5240.3781.2590.336SQ. FT.24,336210,24034,97651,10140,147109,95316,44854,85814,649DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_PP.DWG PLOTTED BY BOOTH, PENNY 8/9/2022 9:16 AM LAST SAVED 8/9/2022 9:04 AMScaleDrawn byPCB/MGBNAChecked byDateProject No.Sheet No.Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria OfficeTel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500JAD0645141023 OF 3ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER,SUITE 700DALLAS, TEXAS 75240CONTACT: JOSEPH HORNISHER, P.E.PHONE: 972-770-1300SURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS,TEXAS 75240CONTACT: ANDY DOBBS, R.P.L.S.PHONE: 972-770-1300OWNER'S CERTIFICATESTATE OF TEXAS §COUNTY OF TARRANT §BEING a tract of land situated in the Larkin H Chivers Survey, Abstract No. 300, City of Southlake, Tarrant County, Texas and being all of a tractof land described as "Tract 1," "Tract 2," and "Tract 3" in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP,recorded in Instrument No. D219259002, Official Public Records, Tarrant County, Texas, and being all of a tract of land described in SpecialWarranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259003, of said Official PublicRecords and being all of a tract of land described in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP,recorded in Instrument No. D219259004, of said Official Public Records and being more particularly described as follows:BEGINNING at a brass TxDOT disk found at the south end of a right-of-way corner clip located at the intersection of the north right-of-way line ofState Highway No. 114 (a variable width right-of-way) with the east right-of-way line of White Chapel Boulevard (a variable width right-of-way);THENCE with said right-of-way corner clip, North 33°11'58" West, a distance of 67.59 feet to a brass TxDOT disk found for corner at the northend of said corner clip;THENCE with said east right-of-way line of White Chapel Boulevard, the following courses and distances:North 0°34'16" West, a distance of 95.22 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner;South 89°27'53" West, a distance of 13.90 feet to a 5/8" iron rod with “C&B" cap found for corner;North 0°43'04" West, a distance of 456.67 feet to a 5/8" iron rod with “Jacobs" cap found for corner;THENCE departing said east right-of-way line of White Chapel Boulevard, South 89°29'22" West, a distance of 46.55 feet to a point for corner inthe approximate centerline of said White Chapel Boulevard;THENCE with said approximate centerline of White Chapel Boulevard, North 0°18'41" West, a distance of 725.92 feet to a point for corner in thesouth right-of-way line of East Kirkwood Boulevard (a variable width right-of-way), the following courses and distances:North 89°41'19" East, a distance of 64.76 feet to a 5/8" iron rod found for corner;North 44°26'49" East, a distance of 28.31 feet to a 5/8" iron rod with “Jacobs" cap found for corner;North 89°24'03" East, a distance of 338.61 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a tangent curve to the lefthaving a central angle of 5°41'05", a radius of 1048.00 feet, a chord bearing and distance of North 86°33'30" East, 103.94 feet;In a northeasterly direction, with said curve to the left, an arc distance of 103.98 feet to a 5/8" iron rod with “Jacobs" cap found for corner;North 83°42'58" East, a distance of 471.23 feet to a 5/8" iron rod with “Jacobs" cap found at the north end of a right-of-way corner clip at theintersection of said south right-of-way line of East Kirkwood Boulevard and the west right-of-way line of Riviera Drive (a variable widthright-of-way);THENCE with said corner clip, South 51°17'02" East, a distance of 28.28 feet to a 5/8" iron rod with “Jacobs" cap found for corner in said westright-of-way line of Riviera Drive;THENCE with said west right-of-way line of Riviera Drive, the following courses and distances:South 6°17'02" East, a distance of 675.59 feet to a 5/8" iron rod with “Jacobs" cap found for corner;North 83°42'58" East, a distance of 24.24 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a non-tangent curve to the lefthaving a central angle of 28°33'53", a radius of 256.00 feet, a chord bearing and distance of South 23°03'47" East, 126.31 feet;In a southeasterly direction, with said curve to the left, an arc distance of 127.63 feet to a 5/8" iron rod with “Jacobs" cap found at thebeginning of a reverse curve to the right having a central angle of 23°50'20", a radius of 244.00 feet, a chord bearing and distance of South25°25'33" East, 100.79 feet;In a southeasterly direction, with said curve to the right, an arc distance of 101.52 feet to a 5/8" iron rod with “Jacobs" cap found for corner;South 13°30'22" East, a distance of 490.14 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a tangent curve to the righthaving a central angle of 17°43'04", a radius of 81.50 feet, a chord bearing and distance of South 4°38'50" East, 25.10 feet;In a southeasterly direction, with said curve to the right, an arc distance of 25.20 feet to a 5/8" iron rod with “Jacobs" cap found for corner atthe east end of a right-of-way corner clip located at the intersection of said west right-of-way line of Riviera Drive with the north right-of-wayline of Carillon Court (a 63-foot wide right-of-way);THENCE with said right-of-way corner clip, South 54°16'04" West, a distance of 13.76 feet to a 5/8" iron rod with “Jacobs" cap found at thebeginning of a non-tangent curve to the left having a central angle of 2°10'06", a radius of 531.50 feet, a chord bearing and distance of North80°49'07" West, 20.11 feet and being at the west end of said right-of-way corner clip;THENCE with said north right-of-way line of Carillon Court, in a northwesterly direction, with said curve to the left, an arc distance of 20.11 feet toa 5/8" iron rod with “Jacobs" cap found for corner at the north end of terminus of said Carillon Court;THENCE with said terminus, South 8°05'49" West, a distance of 63.00 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of anon-tangent curve to the right having a central angle of 11°55'20", a radius of 468.50 feet, a chord bearing and distance of South 75°56'30" East,97.31 feet and being at the south end of said terminus;THENCE with the south right-of-way line of said Carillon Court, in a southeasterly direction, with said curve to the right, an arc distance of 97.49feet to a 5/8" iron rod with “Jacobs" cap found for corner at the northwest corner of a tract of land described in deed to Southlake Joint Venture,LLC, recorded in Instrument No. D217205606 of said Official Public Records;THENCE departing said south right-of-way line of Carillon Court and with the west line of said Southlake Joint Venture, LLC Tract, South23°56'39" West, a distance of 451.39 feet to a 5/8" iron rod with “Jacobs" cap found for corner in the north right-of-way line of State Highway No.114 (a variable width right-of-way);THENCE with said north right-of-way line, North 66°03'21" West, a distance of 1190.36 feet to the POINT OF BEGINNING and containing42.5091 acres or 1,851,695 square feet of land.Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983.OWNER:CARILLON PARC DEVELOPMENTPARTNERS, LP161 SUMMIR AVENUESOUTHLAKE, TX 76092CONTACT: JOHN TERRELAug. 2022PRELIMINARY PLATCARILLON PARC ADDITION79 SINGLE FAMILY LOTS13 HOMEOWNERS' ASSOCIATION LOTS42.5091 ACRESCASE NO. ZA22-0033LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS S G TT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED // /////// /////////// / ///// / /// // /////////////////// // //// //////////////////// / // //// //////// ///////// / // / // / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: M I X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: M I X E D U S E BURCH M I K E J ZONING: E C Z FLUM: M I X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLAD I A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 635640636637638639641642 6 4 0 63 6 63 7 63 8 63 9 6 4 1 6 4 2 6 4 3 6 4 4 640645 637638 639641642643644 6 3 563563 3 634634634634 6366 3 6 637637 6376376346356406456366376386396 4 1 6426436446466406386396416426436446356 3 6 6 3 7 64 0 64 5 6 3 7 6 3 8 6 3 9 6 4 1 6 4 2 6 4 3 64 4 646645650646647648 649 6 5 1 6306356406456276 2 8 629 63 1 6 3 2 6 3 3 6346366 3 7 6 3 8639641642643644 6 3 0 6 3 5 627 62 7628 62 8629 62 9 6 3 1 6 3 2 6 3 3 6 3 4 6356336346366 3 0 6 2 9 2+00 3+00 4+00 5+00 6+00 7+00 8+00 2+00 3+00 4+00 5+00 6+00 7+00 2+003+004+005+006+007+002+003+002+003+002+003+00 4+00 5+00 6+00 7+00 8+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 2+00 2+00 3+00 4+00 5+00 6+00 7+00 B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 1 2 1 3 1 11 12 27 13 13 27 15 6 28 BLOCK F X X X X X X X X X X * BLOCK H BLOCK H * STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF- W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 2+00 3+00 4+002+003+004+005+006 + 0 07+00C-100 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/2/2022 2:50 PMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:37 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Grading Plan-SF.dwg , [ GRAD-SF ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil : xLabel : xRoad-SF : xDedication : xHardscape-SF : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE, EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLAND BOULEVARD AND RIVIERA DRIVE. ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=622.41 GRADING PLANNORTH PROPERTY LINE PROPOSED FINISHED PAD ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED END WALL ELEVATION PROPOSED REAR YARD SWALE LOT DRAINAGE FLOW DIRECTION STREET DRAINAGE FLOW DIRECTION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL INDICATES SIDE OF LOT WHERE DRIVEWAY MUST BE LOCATED DUE TO GRADE DIFFERENTIAL OR CONFLICT EXPOSED BEAM REQUIRED PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND EB FP 675.00 EX 55.5 55.5 * TW 55.5 BW 55.5 EW 55.5 GRADING AT SIDE YARD WALL NTS TYPICAL GRADING CROSS SECTION NTS SIDE SL O P E SIDE S W A L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETREAR SLOPELOT GRADING TYPE A ALL DRAINAGE TO STREET GRADING GENERAL NOTES 1.CONTRACTOR SHALL CUT 5' BEHIND BACK OF CURB TO SUBGRADE ELEVATION. 2.PROPOSED PRIVATE RETAINING WALLS LOCATED ON PRIVATE LOTS TO BE MAINTAINED BY THE PROPERTY OWNER. 3.GLOBAL STABILITY AND STRUCTURAL DESIGN OF RETAINING WALLS PROVIDED BY OTHERS. 4.THE END ELEVATION CALLS FOR RETAINING WALLS DEPICT GROUND ELEVATION. TOP OF WALL ELEVATIONS ARE TYPICALLY 0.5' ABOVE GROUND. 5.ALL PERIMETER SLOPES TO NATURAL GROUND ARE TO BE 4:1 MAX, UNLESS OTHERWISE NOTED. 6.ALL SIDEWALKS SHALL MAINTAIN A MAXIMUM 2% CROSS SLOPE. 7.PROPOSED CONTOURS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TO USE SPOT ELEVATIONS FOR GRADING CONSTRUCTION.PROTECTIVE REAR SLOPESIDE SL O P E SIDE S W A L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETSIDE S W A L E LOT GRADING TYPE B DRAINAGE BOTH TO STREET & REAR LOT LINE FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLF LFLFL FL FL FL FL FLFLFLFL\\ \\\\\\\\\\\\ \\\\\\\\ \\ \ \\\\\\\\\\\S S S S S S S S S S S S S E S G TT W W GFF G G F F WW G GF F G G S D S F F G G F G F F T G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHE D///// / /////////// / // / // /////////////////////////////// /// /// // / // / // / // //// ///////////////////////////////////////////////////////////////////////////////////////CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: MI X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: MI X E D U S E BURCH M I K E J ZONING: E C Z FLUM: MI X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E BIEKER R O N ZONING: E C Z FLUM: M I X E D U S E MCCAW N E I L ZONING: E C Z FLUM: M I X E D U S E RUCCI CO R E Y ZONING: E C Z FLUM: M I X E D U S E BOISSEV A I N D A V I D ZONING: E C Z FLUM: MI X E D U S E SMITH MI C H A E L A ZONING: E C Z FLUM: M I X E D U S E DIGIOVAN N I R Y A N A ZONING: E C Z FLUM: M I X E D U S E ST A T E H I G H W A Y 1 1 4 (A V A R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLADI A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y ) CA R I L L O N C O U R T (63 - F O O T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. G RESTAURANT 2 STORIES 12.700 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. E RETAIL/OFFICE 2 STORIES 11,400 S.F. H OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. I OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. J CHAPEL 6,0000 S.F. FUTURE K OFFICE 4 STORIES 96,000 S.F. MH 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 1 8 7 6 2 3 1 3 2 4 5 BLOCK F 3 1 11 12 27 13 13 27 15 6 28 BLOCK F BLOCK F X X X X X X X X X X *BLOCK H * BLOCK H 2 BLOCK H* STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 BLOCK F 9 FH MH FH S S S S S S S S S S S S S S S S S S S S S S S S S26.0'29.0'29.0' 12.0'6.0'12.0'R = 3 0.0'40.0'24.0' 24.0' 24.0'24.0'26. 0 ' 20.0' 24. 0 ' 26' FIRELANE 40' FIRELANE 24' FIRELANE2 4 ' F I R E L A N E 26.0'26' F I R E L A N E 24' FIRELANER=3 0.0'R=30 .0 ' R =3 0 .0' ACCESS AND ROADWAYS SERVING BLOCK F WILL BE FINALIZED ON THE FINAL PLAT COMMON ACCESS, FIRELANE, DRAINAGE, AND UTILITY EASEMENT PEDESTRIAN ACCESS, FIRELANE, DRAINAGE AND UTILITY EASEMENT COMMON ACCESS, FIRELANE, DRAINAGE AND UTILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT LANDSCAPE SETBACK VISIBILITY EASEMENT VISIBILITY EASEMENT VISIBILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT UTILITY EASEMENT PEDESTRIAN ACCESS EASEMENT C-200 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/9/2022 9:24 AMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:38 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Paving-Overall-SF.dwg , [ PAV OVERALL ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xHatch-SF : xRoad-SF : xHardscape-SF : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE, EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLAND BOULEVARD AND RIVIERA DRIVE. ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=622.41 OVERALL PAVING PLANNORTH LEGEND PROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE NTS PARABOLIC STREET SECTION RESIDENTIAL ALLEY SECTION NTS S S S S S S \\ \\ \\ \ \\\\\\\\\\\\\ \\ \\ \ \\\\\\\\\\\ \\ \\ \ \\\\\\\\\\\\ \\\\\\\ S G TT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED // /////// /////////// / ///// / /// // /////////////////// // //// //////////////////// / // //// //////// ///////// / // / // / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: M I X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: M I X E D U S E BURCH M I K E J ZONING: E C Z FLUM: M I X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLAD I A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)90.0°9 0 . 0 °90.0°90.0°90.0°90.0°90.0°90.0°9 0 . 0 °90.0°R =40.0'R=40.0'R = 3 0.0' B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 1 2 1 3 1 11 12 27 13 13 27 15 6 28 BLOCK F X X X X X X X X X X * BLOCK H BLOCK H * STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF- W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 51.020.053.0 4.06' MINFROM BOCR1 8 . 0R32.0RETAINING WALL RETAINING WALL RETAINING WALL 6' SIDEWALK (TYP.) RETAINING WALL BRICK PAVERS W/ MOUNTABLE CURB SCREENING FENCE (TYP.) 6' SIDEWALK (TYP.) 24' FIRE ACCESS GATE W/ KNOX BOX SCREENING FENCE (TYP.) R.O.W.DEDICATION PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT REF. COMMERCIAL PLANS FOR CONT. C-201 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/2/2022 2:10 PMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:38 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Paving.dwg , [ PAVING PLAN ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE, EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLAND BOULEVARD AND RIVIERA DRIVE. ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=622.41 PRELIMINARY PAVINGPLAN (1 OF 2)NORTH NTS PARABOLIC STREET SECTION RESIDENTIAL ALLEY SECTION NTS PROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND 20"W20" W 20" W 20" W 20" W 20" W 20" W2"GAS2"GAS2"GAS2"GAS2"GAS12"W12"W 12"W 12"W 8"W8"W8"W8"W8"SS 8"SS8"SS6"GAS 6"GAS 6"GAS 8"SS12" W 12" W 12" W 12" W 12" W 12" W 12" W20"W20"W20"W20"WE S G TT W W GFF G G F F WWG GF F G G S D S F G F F F G G F G F F T G T OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHE D4"GAS4"GAS//////// ///////////////////// / ////////////// / ////// ///// / // / // / ////////////////////////////////////////////////////////////////////////CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. 20' UTILITY EASEMENT INST. NO. D211080416 INST. NO. D211103647 O.P.R.T.C.T. 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER LA R D I S ZONING: ECZ FLUM: MIXED US E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQU E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED US E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBERT ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED US E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED US E MARCIAN O P A U L ZONING: E C Z FLUM: MI X E D U S E ELVING C A R L ZONING: E C Z FLUM: MI X E D U S E MISRA NIL A M B E N R ZONING: E C Z FLUM: MI X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: MI X E D U S E VALLERIE J A M E S ZONING: E C Z FLUM: MI X E D U S E BURCH M I K E J ZONING: E C Z FLUM: MI X E D U S E COUCH J O H N A N D P E G G Y REVOCAB L E T R U S T ZONING: E C Z FLUM: MI X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: MI X E D U S E BIEKER R O N ZONING: E C Z FLUM: MI X E D U S E MCCAW N E I L ZONING: E C Z FLUM: MI X E D U S E RUCCI CO R E Y ZONING: E C Z FLUM: MI X E D U S E BOISSEVA I N D A V I D ZONING: E C Z FLUM: MI X E D U S E SMITH MI C H A E L A ZONING: E C Z FLUM: MI X E D U S E DIGIOVAN N I R Y A N A ZONING: E C Z FLUM: MI X E D U S E ST A T E H I G H W A Y 1 1 4 (A V A R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLADI A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y ) CA R I L L O N C O U R T (63 - F O O T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)620620 620620 6256 2 5 630630630630 6 3 5 635635 635 635 635635 6356356 3 5 635635 64064 0 64 5 6456456456 5 0 650650655 65 5 655655655655660 660 61 6 616 617 617 618 618 619619619 619 6196196216216216216 2 1 621 621621 62262262262262 2622 6236236 2 3623 624624 6266266276 2 7 628628628628 6296296296296316316316316326326326 3 2 632632632632 63363363363363363 3633633 63 4634 634634634 6346346 3 4 634634 6 3 6 636636636 636636636 6 3 6 6366 3 6636636 6376376376376376 3 76376 3 7 63863863863863863863863863963 9639639 64164 1 64 2 64264 3 6436 4 3 643 64 4 64464464464664664664 6 64764764764864864864965 1 65165 2 6526536 5 3 65 3 653 65 3 653654654 65 4 65 4 6 5 4 654 656 65 6 656656 65765 7 657 65 7 657 657 65 8 65 8 6 5 9 65 9 661 66 1 662 6 6 2 663 66 3 5.0 cfs C-OS.2 0.56 ac 6 4 565065064664764864964964965165165 26526 5 3653650 650 65 5 655DESIGN POINT 1 DESIGN POINT 2 DESIGN POINT 3 DESIGN POINT 4 DESIGN POINT 5 1.2 cfs A-1 0.40 ac 7.1 cfs A-OS.1 0.81 ac 1.1 cfs B-2 0.39 ac 14.7 cfs B-4 5.01 ac 2.8 cfs B-OS.2 0.32 ac 49.7 cfs B-1 16.96 ac 5.4 cfs A-OS.2 0.61 ac 33.7 cfs C-OS.1 7.50 ac 18.7 cfs C-1 6.38 ac 32.8 cfs C-3 11.20 ac 4.4 cfs C-OS.4 0.50 ac 2.5 cfs C-2 0.86 ac 2.7 cfs C-OS.3 0.94 ac EX. WYE QDESIGN = 2.366 CFS EX. CI (BI-8) QDESIGN = 15.6 CFS EX.48" RCP QDESIGN = 85.38 CFS EX. CI (B1-9) QDESIGN = 13.35 CFS EX.48" RCP QDESIGN = 113.18 CFS EX. CI (BI-10) QDESIGN = 11.13 CFS EX. 6' X 4' RCB QDESIGN = 140.91 CFS 1.4 cfs C-OS.5 0.47 ac EX. 48" RCP QDESIGN = 60.82 CFS EX. 24" RCP QDESIGN = 13.67 CFS EX. 8' x 4' R C B EX. 8' x 4 ' R C B EX. 7' x 4' RCB QDESIGN = 188.63 CFS E X . 2 - 6 ' x 4 ' R C B EX. STORM HEADWALL QDESIGN = 618.6 CFS EX , 1 0 ' W I D E C H A N N E L 1.3 cfs B-3 0.46 ac 7.2 cfs B-OS.1 0.82 ac 8.4 cfs C-OS.6 2.87 ac DRAINAGE AREA TABLE DRAINAGE AREA NO. A-1 A-OS.1 A-OS.2 B-1 B-2 B-3 B-4 B-OS.1 B-OS.2 C-1 C-2 C-3 C-OS.1 C-OS.2 C-OS.3 C-OS.4 C-OS.5 C-OS.6 AREA (ac) 0.40 0.81 0.61 16.96 0.39 0.46 5.01 0.82 0.32 6.38 0.86 11.20 7.50 0.56 0.94 0.50 0.47 2.87 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.30 0.90 0.90 0.30 0.30 0.30 0.30 0.90 0.90 0.30 0.30 0.30 0.46 0.90 0.30 0.90 0.30 0.30 TIME OF CONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 RAINFALL INTENSITY "I" 5 (in/hr) 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 RAINFALL INTENSITY "I"100 (in/hr) 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 TOTAL FLOW Q5 (cfs) 0.65 4.02 3.04 28.06 0.65 0.76 8.29 4.06 1.57 10.55 1.42 18.53 19.02 2.80 1.55 2.48 0.78 4.75 TOTAL FLOW Q100 (cfs) 1.2 7.1 5.4 49.7 1.1 1.3 14.7 7.2 2.8 18.7 2.5 32.8 33.7 5.0 2.7 4.4 1.4 8.4 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED7/7/2022 8:46 AMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:39 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Drainage Area Map.dwg , [ Drainage Area Map ]IMAGES 20220609_Aerial :XREFS xBrdr (22x34) : xAerial : xbndy : xexbase : xExDAM : xExTrees-Survey : xexutil13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100INLET NUMBER PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 Q100 = C*I*A Q = FLOW IN CUBIC FEET PER SECOND (CFS) C = RUNOFF COEFFICIENT = 0.30 (UNIMPROVED AREASW) 0.90 (STREETS) I = INTENSITY (TIME OF CONCENTRATION = TC) TC OF 10 MINUTES (COMMERCIAL) = 9.486 IN/HR TC OF 15 MINUTES (RESIDENTIAL) = 11.676 IN/HR A = DRAINAGE AREA IN ACRES DRAINAGE DESIGN CRITERIA 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.DRAINAGE AREA OS-C.1 USED A WEIGHTED RUN COEFFICIENT AS SHOW ON THE TABLE, WITH 0.9 FOR THE IMPERVIOUS ARE AND 0.3 FOR THE PERVIOUS AREA. 3.STORM INFORMATION ALONG STATE HIGHWAY 114 IS AS BUILT NAMED "PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT SH 144" FEDERAL AID PROJECT NO: NH 2001 (15), DATED 05/17/2001. DRAINAGE GENERAL NOTES EXISTING DRAINAGEAREA MAPC-300 NORTH B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. G RESTAURANT 2 STORIES 12.700 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. E RETAIL/OFFICE 2 STORIES 11,400 S.F. H OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. I OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. J CHAPEL 6,0000 S.F. FUTURE K OFFICE 4 STORIES 96,000 S.F. 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 1 8 7 6 2 3 1 3 2 4 5 BLOCK F 3 1 11 12 27 13 13 27 15 6 28 BLOCK F BLOCK F X X X X X X X X X X * BLOCK H * BLOCK H 2 BLOCK H* STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 BLOCK F 9 FL FL FL FL FLFLFLFLFLF L FL FL FL FLFLS S S S S S S S S S S S S20"W20" W 20" W 20" W 20" W 20" W 20" W2"GAS2"GAS2"GAS2"GAS2"GAS12"W12"W 12"W 12"W 8"W8"W8"W8"W8"SS 8"SS8"SS6"GAS 6"GAS 6"GAS 8"SS12" W 12" W 12" W 12" W 12" W 12" W 12" W20"W20"W20"W20"WE S G TT W W GFF G G F F WWG GF F G G S D S F G F F F G G F G F F T G T OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHE D4"GAS4"GAS/////////////////////////////////////////////////// ///// / // / ///////////////////////////////////////////////////////////////////////////CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER LA R D I S ZONING: ECZ FLUM: MIXED US E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQU E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED US E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBERT ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED US E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED US E MARCIAN O P A U L ZONING: E C Z FLUM: MI X E D U S E ELVING C A R L ZONING: E C Z FLUM: MI X E D U S E MISRA NIL A M B E N R ZONING: E C Z FLUM: MI X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: MI X E D U S E VALLERIE J A M E S ZONING: E C Z FLUM: MI X E D U S E BURCH M I K E J ZONING: E C Z FLUM: MI X E D U S E COUCH J O H N A N D P E G G Y REVOCAB L E T R U S T ZONING: E C Z FLUM: MI X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: MI X E D U S E BIEKER R O N ZONING: E C Z FLUM: MI X E D U S E MCCAW N E I L ZONING: E C Z FLUM: MI X E D U S E RUCCI CO R E Y ZONING: E C Z FLUM: MI X E D U S E BOISSEVA I N D A V I D ZONING: E C Z FLUM: MI X E D U S E SMITH MI C H A E L A ZONING: E C Z FLUM: MI X E D U S E DIGIOVAN N I R Y A N A ZONING: E C Z FLUM: MI X E D U S E ST A T E H I G H W A Y 1 1 4 (A V A R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLADI A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y ) CA R I L L O N C O U R T (63 - F O O T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)AC C E S S P E R M I T T E D VOL . 1 2 5 4 5 , P G . 1 8 6 0 D.R . T . C . T . AC C E S S P E R M I T T E D VO L . 1 2 6 1 1 , P G . 1 5 0 D.R . T . C . T . 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF "JACOBS" 5/8" IRF "JACOBS" TXDOT MON FOUND 5/8" IRF "JACOBS" BRASS TXDOT DISK FOUND 5/8" IRF IRSC 5/8" IRFC "C&B" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" AC C E S S P E R M I T T E D VO L . 1 4 0 9 4 , P G . 2 4 1 D.R. T . C . T . AC C E S S P E R M I T T E D VO L . 140 9 4 , P G . 2 4 0 D.R . T . C . T . AC C E S S D E N I E D VOL . 1 4 0 9 4 , P G . 2 4 0 D.R . T . C . T . 5/8" IRFC "JACOBS" BRASS TXDOT DISK FOUND 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" P.O.B. 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS"635635635640645645645 634634636637638639641642643644644644 646646647647648648649649625630635623624626627628629631632633634636637 638 6 3 9 639645650655646647648649651652653654656650655646647 648649 651 652653654656657 63063564 0 626 6276 2 8 62 9 6 3 1632633634636637638639 6416 4 2 635640636637638639641642643644640 63 6 637 63 8 63 9 64 1 64 2 6 4 3644 636637638639632 63363 4 63446.6 cfs C-2 5.43 ac 21.5 cfs B-6 2.50 ac 27.7 cfs C-1 3.22 ac 31.6 cfs D-1 3.68 ac 29.0 cfs E-1 8.73 ac 5.3 cfs A-OS.2 0.61 ac 38.0 cfs C-OS.1 6.85 ac 4.4 cfs C-OS.4 0.50 ac 4.1 cfs C-OS.5 0.47 ac 7.2 cfs B-OS.1 0.82 ac 38.2 cfs A-1 7.11 ac 6.2 cfs A-OS.1 0.70 ac 6.7 cfs C-OS.3 0.76 ac 19.3 cfs B-5 2.24 ac 12.9 cfs C-OS.2 1.46 ac 12.1 cfs B-3 2.25 ac 25.7 cfs B-2 4.78 ac 5.4 cfs B-4 1.01 ac 2.8 cfs B-OS.2 0.32 ac 1.7 cfs A-2 0.32 ac 1.5 cfs A-3 0.28 ac 0.7 cfs B-1 0.14 ac 30.5 cfs F-OS.1 3.55 ac 10.9 cfs C-OS.6 1.24 ac EX . 2 - 9 ' x 5 ' R C B 28.9 cfs D-OS.1 3.36 ac 23.6 cfs F-OS.2 2.74 ac DESIGN POINT 1 DESIGN POINT 2 DESIGN POINT 3 DESIGN POINT 4 DESIGN POINT 5 EX. CI (BI-8) QDESIGN = 15.6 CFS EX.48" RCP QDESIGN = 85.38 CFS EX. CI (B1-9) QDESIGN = 13.35 CFS EX.48" RCP QDESIGN = 113.18 CFS EX. CI (BI-10) QDESIGN = 11.13 CFS EX. 6' X 4' RCB QDESIGN = 140.91 CFS EX. 48" RCP QDESIGN = 60.82 CFS EX. 24" RCP QDESIGN = 13.67 CFS EX. 8' x 4' R C B EX. 8' x 4 ' R C B EX. 7' x 4' RCB QDESIGN = 188.63 CFS QPROP= 151.3 CFS EX. 2-6' x 4' RCB EX. STORM HEADWALL QDESIGN = 429.97 CFS EX , 1 0 ' W I D E C H A N N E L EX. CHANNEL QDESIGN = 635.3 CFS QPROP = 641.77 CFS EX. 30" STUB QDESIGN = 23.7 CFS EX. 6' X 5' RCB QDESIGN = 192.5 CFS EX. 30" STUB QDESIGN = 30.9 CFS DRAINAGE AREA TABLE DRAINAGE AREA NO. A-1 A-2 A-3 A-OS.1 A-OS.2 B-1 B-2 B-3 B-4 B-5 B-6 B-OS.1 B-OS.2 C-1 C-2 C-OS.1 C-OS.2 C-OS.3 C-OS.4 C-OS.5 C-OS.6 D-1 D-OS.1 E-1 F-OS.1 F-OS.2 AREA (ac) 7.11 0.32 0.28 0.70 0.61 0.14 4.78 2.25 1.01 2.24 2.50 0.82 0.32 3.22 5.43 6.85 1.46 0.76 0.50 0.47 1.24 3.68 3.36 8.73 3.55 2.74 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.67 0.67 0.67 0.90 0.90 0.67 0.67 0.67 0.67 0.88 0.88 0.90 0.90 0.88 0.88 0.88 0.90 0.90 0.90 0.90 0.90 0.88 0.88 0.34 0.88 0.88 TIME OF CONCENTRATION (minutes) 15.0 15.0 15.0 10.0 10.0 15.0 15.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 RAINFALL INTENSITY "I" 5 (in/hr) 4.55 4.55 4.55 5.51 5.51 4.55 4.55 4.55 4.55 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 RAINFALL INTENSITY "I"100 (in/hr) 8.02 8.02 8.02 9.76 9.76 8.02 8.02 8.02 8.02 9.76 9.76 9.76 9.76 9.76 9.76 6.30 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 OLD RAINFALL INTENSITY "I"100 (in/hr) 7.98 7.98 7.98 9.24 9.24 7.98 7.98 7.98 7.98 9.24 9.24 9.24 9.24 9.24 9.24 6.30 9.24 9.24 9.24 9.24 9.24 9.24 9.24 9.24 9.24 9.24 TOTAL FLOW Q5 (cfs) 21.65 0.98 0.85 3.48 3.01 0.42 14.56 6.85 3.07 10.88 12.15 4.06 1.57 15.62 26.34 33.22 7.26 3.77 2.48 2.33 6.16 17.87 16.30 16.37 17.23 13.30 TOTAL FLOW Q100 (cfs) 38.2 1.7 1.5 6.2 5.3 0.7 25.7 12.1 5.4 19.3 21.5 7.2 2.8 27.7 46.6 38.0 12.9 6.7 4.4 4.1 10.9 31.6 28.9 29.0 30.5 23.6 OLD TOTAL FLOW Q100 (cfs) 38.0 1.7 1.5 5.8 5.0 0.7 25.5 12.0 5.4 18.2 20.4 6.8 2.6 26.2 44.1 38.0 12.2 6.3 4.2 3.9 10.3 30.0 27.3 27.4 28.9 22.3 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED7/14/2022 8:26 AMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:40 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Proposed Drainage Area Map.dwg , [ Drainage Area Map ]IMAGES 20220609_Aerial :XREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xDAM : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xUtil-Commerical : xConcept : xDedication : xLabel : xAerial13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100INLET NUMBER PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 Q100 = C*I*A Q = FLOW IN CUBIC FEET PER SECOND (CFS) C = RUNOFF COEFFICIENT = 0.30 (UNIMPROVED AREASW) 0.90 (STREETS) I = INTENSITY (TIME OF CONCENTRATION = TC) TC OF 10 MINUTES (COMMERCIAL) = 9.486 IN/HR TC OF 15 MINUTES (RESIDENTIAL) = 11.676 IN/HR A = DRAINAGE AREA IN ACRES DRAINAGE DESIGN CRITERIA 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.DRAINAGE AREA OS-C.1 USED A WEIGHTED RUN COEFFICIENT AS SHOW ON THE TABLE, WITH 0.9 FOR THE IMPERVIOUS ARE AND 0.3 FOR THE PERVIOUS AREA. 3.STORM INFORMATION ALONG STATE HIGHWAY 114 IS AS BUILT NAMED "PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT SH 144" FEDERAL AID PROJECT NO: NH 2001 (15), DATED 05/17/2001. DRAINAGE GENERAL NOTES PROPOSED DRAINAGEAREA MAPC-301 NORTH 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"W8"W 8"W8"W8"W8"WS S S S S S S S S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"WS20"W20" W 20" W 20" W 20" W 20" W 20" W2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS12"W 12"W 12"W 12"W 12"W 8"W8"W8"W8"W8"W8"W8"W8"W 8"SS 8"SS 8"SS8"SS8"SS6"GAS 6"GAS 6"GAS 6"GAS 8"SS8"SS12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 2 0 "W20"W20"W20"W20"WE S G TT W W GFF G G F F WW G GF F G G S D S F F G G F G F F T G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EOHEOHEOHEOHEOHEOHEOHEOHE D4"GAS4"GAS4"GAS///// / /////////// / // / // /////////////////////////////// /// /// // / // / // / // //// ///////////////////////////////////////////////////////////////////////////////////////FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLF LFLFL FL FL FL FL FLFLFLFLCARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: MI X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: MI X E D U S E BURCH M I K E J ZONING: E C Z FLUM: MI X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E BIEKER R O N ZONING: E C Z FLUM: M I X E D U S E MCCAW N E I L ZONING: E C Z FLUM: M I X E D U S E RUCCI CO R E Y ZONING: E C Z FLUM: M I X E D U S E BOISSEV A I N D A V I D ZONING: E C Z FLUM: MI X E D U S E SMITH MI C H A E L A ZONING: E C Z FLUM: M I X E D U S E DIGIOVAN N I R Y A N A ZONING: E C Z FLUM: M I X E D U S E ST A T E H I G H W A Y 1 1 4 (A V A R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLADI A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y ) CA R I L L O N C O U R T (63 - F O O T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)8" WATER 8" WATER6" SSWR6" SSWR 6" SSWR 8" SSWR8" SSWREX. 8" SSWREX. 8" SSWR 8" WATER 8" WATER8" WATER8" WATEREX. 8" WATEREX. 8" WATEREX. 12" WATER EX. 20" WATER8" SSWR 8" SSWREX. 2 0 " W A T E R EX. 8 " S S W R 8" S S W R 8" SSWR 8" SSWR8" SSWR 8" SSWR 8" WA T E R 8" W A T E R 8" WATER 8" WATER8" W A T E R8" WATER EX. 2 0 " W A T E R EX. 2 0 " W A T E R EX. 8 " W A T E REX. 20" WATER8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS8"SS S S S S S S S S S S S S 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"W8"W 8"W8"W8"W8"WS S S S S S S S S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"WS FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. G RESTAURANT 2 STORIES 12.700 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. E RETAIL/OFFICE 2 STORIES 11,400 S.F. H OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. I OFFICE/RETAIL/GARAGE 6 STORIES 144,000 S.F. J CHAPEL 6,0000 S.F. FUTURE K OFFICE 4 STORIES 96,000 S.F. MH 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 1 8 7 6 2 3 1 3 2 4 5 BLOCK F 3 1 11 12 27 13 13 27 15 6 28 BLOCK F BLOCK F X X X X X X X X X X *BLOCK H * BLOCK H 2 BLOCK H* STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 BLOCK F 9 FH MH FH 6" SSWR STUB CONNECT TO EX. SWWR MH CONNECT TO EX. 8" SSWR W/ MH CONNECT TO EX. 8" WATER CONNECT EX. 8" SSWR END & STUB 8" SSWR CONNECT EX. 20" WATER CONNECT EX. 20" WATER CONNECT TO EX. 8" WATER EX. WATER STUB TO BE CUT & CAPPED SANITARY SEWER EASEMENT COMMON ACCESS, FIRELANE, DRAINAGE, AND UTILITY EASEMENT SEWER EASEMENT PEDESTRIAN ACCESS, FIRELANE, DRAINAGE AND UTILITY EASEMENT COMMON ACCESS, FIRELANE, DRAINAGE AND UTILITY EASEMENT SEWER EASEMENT WATER EASEMENT UTILITY EASMENT SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT UTILITY EASMENT COMMON ACCESS, FIRELANE, DRAINAGE, AND UTILITY EASEMENT PEDESTRIAN ACCESS, FIRELANE, DRAINAGE AND UTILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT LANDSCAPE SETBACK VISIBILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT UTILITY EASEMENT SEWER EASEMENT C-400 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/2/2022 2:56 PMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:40 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Utility-Overall-SF.dwg , [ PRELIMINARY UTILITY PLAN ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xHardscape-SF : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE, EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLAND BOULEVARD AND RIVIERA DRIVE. ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=622.41 OVERALL UTILITY PLANNORTH PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIRE HYDRANT WATER SANITARY SEWER STORM SEWER C.L. 3' 5' 6' PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND 1.FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICAL REPRESENTATION ONLY. CONTRACTOR TO LOCATE AND CONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENT CITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS. CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED PRIOR TO BEGINNING CONSTRUCTION. 2.WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 3.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4.FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES AND VALVES. 5.ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES. 6.ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED. 7.ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TO THE STREET CENTERLINES UNLESS OTHERWISE NOTED. 8.ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAR OF BARRIER-FREE RAMPS. 9.ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = WATER GENERAL NOTES * 1.WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 2.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. 4.ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = SEWER GENERAL NOTES * 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"W 8"W8"W8"W8"W8"W8"W8"WS S S S S S 8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"W 8"W8"W8"W8"W8"W8"W8"WS S S S S S 8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W20"W2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS12"W12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS8"SS6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 8"SS8"SS8"SS20"W20"W20"W20"W20"W20"W20"W20"W20"WS G TT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED4"GAS4"GAS4"GAS4"GAS4"GAS///////// /////////// / ///// / /// /////////// ////////// // //// //////////////////// / // //// //////// ///////// / // / // / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: M I X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: M I X E D U S E BURCH M I K E J ZONING: E C Z FLUM: M I X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLAD I A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS8"SS 8"SS8"SS 8"SS S S S S S S S S S S S S 96.0' UTILITY EASEMENTEX. 8" SSWREX. 8" SSWR REF. COMMERCIAL PLAN SET FOR CONT. B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 1 2 1 3 1 11 12 27 13 13 27 15 6 28 BLOCK F X X X X X X X X X X * BLOCK H BLOCK H * STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF- W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 DESIGN POINT #1 2+003+004+005+006+007+00 2+003+004+005+006+007+008+009+0010+002+003+004+005+006+007+00 2+003+004+00 5+006+007+008+00STA: 7+93.04 SS-B CONST. 4' MANHOLE REF. ROADWAY PLANS FOR CONT. STA: 7+43.16 SS-C PAV STA 1+53.50 (19.50' RT) STREET D CONST. 4' MANHOLE STA: 4+61.56 SS-C PAV STA 4+35.09 (19.50' RT) STREET D CONST. 4' MANHOLE STA: 4+57.86 SS-B PAV STA 3+28.50 (19.50' RT) STREET B CONST. 4' MANHOLE STA: 8+63.48 SS-A END AND PLUG 8" SSWR @ PROPERTY LINE STA: 2+18.16 SS-C PAV STA 6+77.64 (20.71' RT) STREET D CONST. 4' MANHOLE STA: 7+00.32 SS-A STA: 1+00.00 SS-C PAV STA 2+37.67 (19.50' LT) STREET A CONST. 4' MANHOLE STA: 3+29.26 SS-A STA: 1+00.00 SS-B PAV STA 6+79.33 (25.17' RT) STREET B CONST. 4' MANHOLE STA: 4+09.04 SS-A PAV STA 5+34.33 (15.01' LT) STREET A CONST. 4' MANHOLE STA: 8+11.14 SS-D CONST. 4' MANHOLE STA: 10+54.98 SS-D CONST. 4' MANHOLE STA: 5+78.78 SS-D CONST. 4' MANHOLE STA: 1+00.00 SS-D CONST. 5' MANHOLE ON EX. 8" SWWR LINE STA: 1+08.02 SS-A PAV STA 7+71.36 (19.52' LT) STREET A CONNECT TO EX. 8" SSWR STUB 8" SSWR, SS-A8" SSWR, SS-A 8" SSWR, SS-A8" SSWR, SS-A8" SSWR, SS-B 8" SSWR, SS-B 8" SSWR, SS-D8" SSWR, SS-D8" SSWR, SS-C 8" SSWR, SS-C 8" SSWR, SS-C 13.0' SEWER EASEMENT 6.9' REF. COMMERCIAL PLAN SET FOR CONT. DRAINAGE EASEMENT DRAINAGE EASEMENT 15.0'15.0'C-401 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/2/2022 3:04 PMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:41 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Sanitary Sewer Plan-SF.dwg , [ PRELIMINARY UTILITY PLAN ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100PRELIMINARY SEWERPLAN (1 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIRE HYDRANT WATER SANITARY SEWER STORM SEWER C.L. 3' 5' 6' 2 3 4 5 11 12 13 14 15 WATER LINE ROW LINE ROW LINE 10' S.S. LINE TYPICAL LOT SERVICE DETAIL S.S. SERVICE (4") TO BE LOCATED AT CENTER OF LOT AND WATER SERVICE (1") TO BE LOCATED 10' UPSTREAM OF SEWER SERVICE LOT LINELOT LINEEXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. !!WARNING!! 1.WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 2.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. 4.ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = SEWER GENERAL NOTES * 163 LF OF SSWR @ 0.96%STA: 8+63.48, SS-A END AND PLUG 8" SSWR @ PROPERTY LINE RIM: 632.7± STA: 7+00.32, SS-A STA: 1+00.00, SS-C CONST. 4' MANHOLE RIM: 636.7± STA: 3+29.26, SS-ASTA: 1+00.00, SS-BCONST. 4' MANHOLERIM: 634.7±STA: 4+09.04, SS-ACONST. 4' MANHOLERIM: 634.5±STA: 1+00.62, SS-AEX. MANHOLEPER RECORD DRAWINGCARILLON SOUTHLAKE PHASE 1 DATEDJANUARY 2010RIM: 632.8±221 LF OF SSWR @ 1.35%80 LF OF SSWR @ 0.76%291 LF OF SSWR @ 0.76%7 LF OF SSWR @ 1.35%STA: 1+08.02, SS-ACONNECT TOEX. 8" SSWR STUBEX. FL 8": 624.20EX. FL 8": 624.30FL 8": 624.30FL 8": 627.29FL 8": 627.39FL 8": 627.39FL 8": 627.99FL 8": 628.09 FL 8": 630.29 FL 8": 630.39 FL 8": 630.39 FL 8": 631.96 FL: 624.87FL: 625.54FL: 626.22FL: 626.89FL: 627.54FL: 627.92FL: 628.40 FL: 628.78 FL: 629.16 FL: 629.53 FL: 629.91 FL: 630.33 FL: 630.77 FL: 631.15 FL: 631.53 FL: 631.90 STA: 3+29.26, SS-ASTA: 1+00.00, SS-BCONST. 4' MANHOLERIM: 634.7±STA: 4+57.86, SS-BCONST. 4' MANHOLE RIM: 639.1± STA: 7+93.04, SS-B CONST. 4' MANHOLE RIM: 646.6±335 LF OF SSWR @ 1.84%358 LF OF SSWR @ 1.84%FL 8": 627.29FL 8": 627.39FL 8": 627.39FL 8": 633.99FL 8": 634.09 FL 8": 640.27 FL: 628.31FL: 629.23FL: 630.15FL: 631.07FL: 632.00FL: 632.92FL: 633.84 FL: 634.86 FL: 635.78 FL: 636.71 FL: 637.63 FL: 638.55 FL: 639.47 BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/2/2022 3:12 PMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:41 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Profiles.dwg , [ SS-A & SS-B ]IMAGESXREFS xBrdr (22x34) : oSswr-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 PROFILE SCALEC-403SANITARY SEWER PROFILES (1 OF 2) STA: 7+00.32, SS-ASTA: 1+00.00, SS-CCONST. 4' MANHOLERIM: 636.7± STA: 7+43.16, SS-C CONST. 4' MANHOLE RIM: 645.0± STA: 4+61.56, SS-C CONST. 4' MANHOLE RIM: 641.1± STA: 2+18.16, SS-CCONST. 4' MANHOLERIM: 637.9±282 LF OF SSWR @ 1.32%243 LF OF SSWR @ 1.32%118 LF OF SSWR @ 1.32%FL 8": 639.07 FL 8": 635.26 FL 8": 635.36 FL 8": 631.95FL 8": 632.05FL 8": 630.29FL 8": 630.39FL 8": 630.39FL: 631.05FL: 631.71FL: 632.47FL: 633.13FL: 633.79FL: 634.45FL: 635.11 FL: 635.87 FL: 636.53 FL: 637.19 FL: 637.85 FL: 638.51 STA: 8+11.14, SS-D CONST. 4' MANHOLE RIM: 631.5± STA: 5+78.78, SS-D CONST. 4' MANHOLE RIM: 629.9± STA: 10+54.98, SS-D CONST. 4' MANHOLE RIM: 632.8± STA: 1+00.00, SS-DCONST. 5' MANHOLEON EX. 8" SWWR LINERIM: 626.5±244 LF OF SSWR @ 0.19%232 LF OF SSWR @ 0.58%479 LF OF SSWR @ 1.92%FL 8": 614.91 FL 8": 624.11 FL 8": 624.21 FL 8": 625.55 FL 8": 625.65 FL 8": 626.13 FL: 615.87FL: 616.83FL: 617.79FL: 618.75FL: 619.71FL: 620.67FL: 621.63 FL: 622.59 FL: 623.55 FL: 624.29 FL: 624.49 FL: 624.69 FL: 624.89 FL: 625.09 FL: 625.29 FL: 625.49 FL: FL: BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/2/2022 3:12 PMPLOTTED BY HORNISHER, JOSEPH 8/9/2022 11:41 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Profiles.dwg , [ SS-C & SS-D ]IMAGESXREFS xBrdr (22x34) : oSswr-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY8/9/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 PROFILE SCALEC-404SANITARY SEWER PROFILES (2 OF 2) 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"W 8"W8"W8"W8"W8"W8"W8"WS S S S S S 8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W20"W2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS2"GAS12"W12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS8"SS6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 6"GAS 8"SS8"SS8"SS20"W20"W20"W20"W20"W20"W20"W20"W20"WS G TT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED4"GAS4"GAS4"GAS4"GAS4"GAS///////// /////////// / ///// / /// /////////// ////////// // //// //////////////////// / // //// //////// ///////// / // / // / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED U S E KRISTOPHER L A R D I S ZONING: ECZ FLUM: MIXED U S E MAY MARTHA L ZONING: ECZ FLUM: MIXED U S E GUTHRIE JACQ U E L I N E ZONING: ECZ FLUM: MIXED U S E MEAD MICHAEL E ZONING: ECZ FLUM: MIXED U S E BRYCE DANIEL L ZONING: ECZ FLUM: MIXED U S E FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED U S E BENOIT ROBER T ZONING: ECZ FLUM: MIXED U S E LEE ERVING ZONING: ECZ FLUM: MIXED U S E FLURY JANE ZONING: ECZ FLUM: MIXED U S E CLARK JAMES C ZONING: ECZ FLUM: MIXED U S E HUSAIN ASIF ZONING: ECZ FLUM: MIXED U S E MARCIAN O P A U L ZONING: E C Z FLUM: M I X E D U S E ELVING C A R L ZONING: E C Z FLUM: M I X E D U S E MISRA NI L A M B E N R ZONING: E C Z FLUM: M I X E D U S E CLARK R O B E R T K ZONING: E C Z FLUM: M I X E D U S E VALLERI E J A M E S ZONING: E C Z FLUM: M I X E D U S E BURCH M I K E J ZONING: E C Z FLUM: M I X E D U S E COUCH J O H N A N D P E G G Y REVOCA B L E T R U S T ZONING: E C Z FLUM: M I X E D U S E DUNCAN B R I A N ZONING: E C Z FLUM: M I X E D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE C A R L O D R I V E (51-FOO T W I D E R I G H T - O F - W A Y ) PALLAD I A N D R I V E (90-FOO T W I D E R I G H T - O F - W A Y )RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS8"SS 8"SS8"SS 8"SS S S S S S S S S S S S S 96.0'EX. 8" WATEREX. 8" WATEREX. 12" WATER EX. 20" WATERREF. COMMERCIAL PLAN SET FOR CONT. B RETAIL/LOFTS/GARAGE 5 STORIES 119,000 S.F. F RESTAURANT 2 STORIES 13,200 S.F. C RETAIL/OFFICE 2 STORIES 8,500 S.F. D RETAIL/OFFICE 2 STORIES 10,800 S.F. 7 6 20 6 3 5 2 20 26 10 1073541289 12 26 25 24 23 22 21 16191817 1 2 4 5 1178910 13 13 5 9 8 7 6 2 4 1 14 15 16 17 25 24 23 22 21 19 18 11 9 10 12 8 3 4 5 6 4 1 2 3 3 11 1415 12 14 BLOCK A BLOCK A X BLOCK B BLOCK B 1 BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 1 2 1 3 1 11 12 27 13 13 27 15 6 28 BLOCK F X X X X X X X X X X * BLOCK H BLOCK H * STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF- W A Y ) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)28 2+003+004+005+006+00 7+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+002+003+00 4+005+006+007+008+009+00 10+00 2+003+004+005+006+007+008+009+0010+00STA: 10+94.10, WL-A STA: 7+71.03, WL-C INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE STA: 6+26.93, WL-A STA: 16+91.08, WL-B INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE STA: 2+61.46, WL-A STA: 1+00.00, WL-B INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE STA: 9+71.07, WL-A INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 16+91.08, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 7+70.09, WL-A INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 1+53.55, WL-A INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 10+46.81, WL-C INSTALL: 1 - 8" PLUG @ PROPERTY LINE 1 - 8" GATE VALVE 1 - 2" BLOW OFF VALVE STA: 8+03.69, WL-C INSTALL: 1 - 11.25% BEND (Δ = 6.3°) STA: 1+61.29, WL-C INSTALL: 1 - 45° BEND STA: 1+51.22, WL-C INSTALL: 1 - 45° BEND STA: 1+00.00, WL-C CONNECT TO EX. 8" LINE STA: 16+36.08, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 12+81.15, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 9+93.19, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 7+44.11, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 4+35.07, WL-B INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 7+13.36, WL-B INSTALL: 1 - 45° BEND STA: 6+79.07, WL-B INSTALL: 1 - 45° BEND STA: 1+58.83, WL-B INSTALL: 1 - 11.25% BEND (Δ = 6°) STA: 9+77.11, WL-B INSTALL: 1 - 45° BEND STA: 8+25.10, WL-A INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE 1 - 8" PLUG @ PROPERTY LINE 1 - 8" GATE VALVE 1 - 2" BLOW OFF VALVE STA: 16+91.08, WL-B INSTALL: 1 - 45° BEND STA: 16+81.08, WL-B INSTALL: 1 - 45° BEND STA: 1+00.00, WL-A REMOVE EX. 8" PLUG AND 2" BLOW OFF VALVE AND CONNECT TO EX. 8" LINE RELOCATE 2" BLOW OFF VALVE TO STA 1+00 WL-A 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-A 8" WATER, WL-C 8" WATER, WL- A 8" WATER, WL-CUTILITY EASEMENT STA: 9+84.19, WL-B INSTALL: 1 - 45° BEND REF. COMMERCIAL PLAN SET FOR CONT. C-405 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT8/9/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED8/2/2022 3:13 PMPLOTTED BYHORNISHER, JOSEPH 8/9/2022 11:42 AMDWG PATHK:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAMEC-Water Plan.dwg , [ PRELIMINARY UTILITY PLAN ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil-SF : xLabel : xUtil-Commerical : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 8/9/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100PRELIMINARY WATERPLAN (1 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND 1.FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICAL REPRESENTATION ONLY. CONTRACTOR TO LOCATE AND CONSTRUCT THESE IMPROVEMENTS BASED ON THE CURRENT CITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS. CONTRACTOR TO NOTIFY ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED PRIOR TO BEGINNING CONSTRUCTION. 2.WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 3.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4.FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES AND VALVES. 5.ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES. 6.ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED. 7.ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TO THE STREET CENTERLINES UNLESS OTHERWISE NOTED. 8.ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAR OF BARRIER-FREE RAMPS. 9.ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = WATER GENERAL NOTES * EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. !!WARNING!!PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIRE HYDRANT WATER SANITARY SEWER STORM SEWER C.L. 3' 5' 6' 2 3 4 5 11 12 13 14 15 WATER LINE ROW LINE ROW LINE 10' S.S. LINE TYPICAL LOT SERVICE DETAIL S.S. SERVICE (4") TO BE LOCATED AT CENTER OF LOT AND WATER SERVICE (1") TO BE LOCATED 10' UPSTREAM OF SEWER SERVICE LOT LINELOT LINE