The URL can be used to link to this page

Home My WebLink AboutIFB 8833 Baker Offsite Sewer Plan Sheets - PLANSC1.01 FEBRUARY 2026 BAKER TRACT OFFSITE SEWER CITY OF DENTONJIM CHRISTAL ROAD TO HAMPTON ROAD DENTON COUNTY, TEXAS INDEX OF SHEETS SITE LOCATION MAP (NOT TO SCALE) COVER SHEETC1.01 CIVIL CONSTRUCTION PLANS FOR SITE ENGINEER STATE OF TEXAS REGISTRATION NO. F-928 SHEET NO. DESCRIPTION DATE REVISION Know what's R CAUTION!! 40% SUBMITTAL - NOT FOR CONSTRUCTION.02/03/2025 60% SUBMITTAL - NOT FOR CONSTRUCTION.03/26/2025 90% SUBMITTAL - NOT FOR CONSTRUCTION.04/21/2025 100% SUBMITTAL - FOR CONSTRUCTION 01/27/2026 100% SUBMITTAL - FOR CONSTRUCTION 02/05/2026 PLANS SUBMITTAL/REVIEW LOG BAKERTRACTOFFSITESEWER-0632480156160 WARREN PARKWAY SUITE 210 FRISCO, TEXAS 75034 PH. (972) 335-3580 CONTACT: JOHN HALE, P.E. NOTES: 1. THE SITEWORK FOR THE PROJECT SHALL MEET OR EXCEED THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR THE NCTCOG - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (LATEST EDITION), THE CITY STANDARDS, AND ANY SPECIAL PROVISIONS ADOPTED BY THE CITY. CITY STANDARDS GOVERN OVER NCTCOG IN THE EVENT OF A CONFLICT. 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO CONTRACT COMPLETION AND THE FINAL CONNECTION OF SERVICES. 3. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 24" X 36" SHEET. W UNIVERSITY DR MONARCHHWYMASCHBRANCHRDNWESTERNBLVDJIM CRYSTAL RD HAMPTON RDMASCHBRANCHRD GENERAL NOTESC2.01 SEWER PLAN AND PROFILEC13.02 C13.03 C13.04 C13.05 C13.06 C13.07 C13.08 C13.09 C13.10 C13.11 C13.12 C18.01 C18.02 C18.03 C18.04 C18.05 SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS COD GENERAL NOTESC2.02 SEWER INDEX SHEETC13.01 EROSION CONTROL PLANC17.02 C17.03 C17.04 C17.05 C17.06 C17.07 C17.08 C17.09 C17.10 C17.11 EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLAN EROSION CONTROL PLANC17.01 C13.13 C13.14 LIFT STATION ABANDONMENT & SALVAGE PLAN LIFT STATION ABANDONMENT & SALVAGE PLAN C17.12 EROSION CONTROL DETAILS PRIVATE SEWER LATERALC13.15 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 02/05/2026 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY WARREN PARKWAY SUITE )RISCO T; PHONE WWW.KIMLEYHORN.COMJNCJNCAS SHOWN KIMLEYHORN AND ASSOCIATES INC.)EBRUARY CITY O) DENTON TE;ASJTHTE;AS REGISTERED ENGINEERING )IRM )BAKER TRACTO))SITE SEWERC.GENERAL NOTESKH GENERAL NOTES OVERALL: .ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS CITY OR TOWN STANDARD DETAILS AND SPECI)ICATIONS THE )INAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECI)ICATIONS SHALL GOVERN WHERE OTHER SPECI)ICATIONS DO NOT E;IST. IN CASE O) CON)LICTING SPECI)ICATIONS OR DETAILS THE MORE RESTRICTIVE SPECI)ICATION AND DETAIL SHALL BE )OLLOWED. .THE CONTRACTOR SHALL COMPLY WITH CITY OR TOWN ³GENERAL NOTES´ )OR CONSTRUCTION I) E;ISTING AND RE4UIRED BY THE CITY. )OR INSTANCES WHERE THEY CON)LICT WITH THESE KH GENERAL NOTES THEN THE MORE RESTRICTIVE SHALL APPLY. .THE CONTRACTOR SHALL )URNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE )ACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES SPECI)ICATIONS AND RE4UIREMENTS. .THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE E;ISTING CONDITIONS. .THE E;ISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL RE)ERENCE THE SAME BENCHMARKS. .THE CONTRACTOR SHALL REVIEW AND VERI)Y THE E;ISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS E;ISTING )IELD CONDITIONS PRIOR TO CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES )OUND TO THE OWNER AND ENGINEER IMMEDIATELY. .I) THE CONTRACTOR DOES NOT ACCEPT THE E;ISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS WITHOUT E;CEPTION THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN E;PENSE A TOPOGRAPHIC SURVEY BY A REGISTERED PRO)ESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEER )OR REVIEW. .CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING. .CONTRACTOR SHALL VERI)Y HORI=ONTAL AND VERTICAL CONTROL INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING O) IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORI=ONTAL CONTROL. .THE CONTRACTOR SHALL REVIEW AND VERI)Y ALL DIMENSIONS ELEVATIONS AND )IELD CONDITIONS THAT MAY A))ECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION O) THE ARCHITECT AND ENGINEER BE)ORE COMMENCING WORK. NO )IELD CHANGES OR DEVIATIONS )ROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL O) THE ARCHITECT ENGINEER AND I) APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS )OR WHICH THE CITY ENGINEER AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION O) THE A))ECTED ITEM. .CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION O) CIVIL LANDSCAPE MEP ARCHITECTURAL AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNERENGINEER SHALL BE NOTI)IED O) ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. .IT IS THE CONTRACTOR S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BE)ORE COMMENCING WORK TO HAVE THEM LOCATE THEIR E;ISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADE4UATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. .CONTRACTOR SHALL CALL TE;AS AN ADE4UATE AMOUNT O) TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY E;CAVATION. .CONTRACTOR SHALL USE E;TREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES. .THE LOCATIONS ELEVATIONS DEPTH AND DIMENSIONS O) E;ISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED )ROM AVAILABLE UTILITY COMPANY MAPS AND PLANS AND ARE CONSIDERED APPRO;IMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERI)Y THE PRESENCE LOCATION ELEVATION DEPTH AND DIMENSION O) E;ISTING UTILITIES SU))ICIENTLY IN ADVANCE O) CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADE4UATE CLEARANCES. THE ENGINEER SHALL BE NOTI)IED WHEN A PROPOSED IMPROVEMENT CON)LICTS WITH AN E;ISTING UTILITY. .THE CONTRACTOR IS RESPONSIBLE )OR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS O) E;ISTING UTILITIES THAT CON)LICT WITH THE PROPOSED IMPROVEMENTS INCLUDING BUT NOT LIMITED TO ADJUSTING E;ISTING MANHOLES TO MATCH PROPOSED GRADE RELOCATING E;ISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS ADJUSTING THE HORI=ONTAL OR VERTICAL ALIGNMENT O) E;ISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS. .CONTRACTOR SHALL ARRANGE )OR OR PROVIDE AT ITS E;PENSE ALL GAS TELECOMMUNICATIONS CABLE OVERHEAD AND UNDERGROUND POWER LINE AND UTILITY POLE ADJUSTMENTS NEEDED. .CONTRACTOR IS RESPONSIBLE )OR COORDINATING INSTALLATION O) )RANCHISE UTILITIES THAT ARE NECESSARY )OR ONSITE AND O))SITE CONSTRUCTION AND SERVICE TO THE PROPOSED DEVELOPMENT. .THE CONTRACTOR SHALL BE )ULLY RESPONSIBLE )OR ALL DAMAGES DUE TO THE CONTRACTORS )AILURE TO E;ACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY )OR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE O) THE OPERATIONS IN THE VICINITY O) E;ISTING UTILITIES OR STRUCTURES. I) IT IS NECESSARY TO SHORE BRACE SWING OR RELOCATE A UTILITY THE UTILITY COMPANY OR DEPARTMENT A))ECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE )OR SUCH WORK. .BRACING O) UTILITY POLES MAY BE RE4UIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR E;CAVATING IN CLOSE PRO;IMITY TO THE POLES. THE COST O) BRACING POLES WILL BE BORNE BY THE CONTRACTOR WITH NO SEPARATE PAY ITEM )OR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM. .CONTRACTOR SHALL USE ALL NECESSARY SA)ETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL STATE )EDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS )ROM POWER LINES. .THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL RE4UIRED CONSTRUCTION PERMITS APPROVALS AND BONDS PRIOR TO CONSTRUCTION. .THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY O) THE CONTRACT DOCUMENTS INCLUDING PLANS GEOTECHNICAL REPORT AND ADDENDA PROJECT AND CITY SPECI)ICATIONS AND SPECIAL CONDITIONS COPIES O) ANY RE4UIRED CONSTRUCTION PERMITS EROSION CONTROL PLANS SWPPP AND INSPECTION REPORTS. .ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT RE4UIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SU))ICIENTLY IN ADVANCE O) CONSTRUCTION O) THAT ITEM SO THAT NO LESS THAN BUSINESS DAYS )OR REVIEW AND RESPONSE IS AVAILABLE. .ALL NECESSARY INSPECTIONS ANDOR CERTI)ICATIONS RE4UIRED BY CODES JURISDICTIONAL AGENCIES ANDOR UTILITY SERVICE COMPANIES SHALL BE PER)ORMED PRIOR TO USE O) THE )ACILITY AND THE )INAL CONNECTION O) SERVICES. .CONTRACTOR SHALL ARRANGE )OR RE4UIRED CITY INSPECTIONS. .CONTRACTOR S BID PRICE SHALL INCLUDE ALL INSPECTION )EES. .ALL SYMBOLS SHOWN ON THESE PLANS E.G. )IRE HYDRANT METERS VALVES INLETS ETC.« ARE )OR PRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE )INAL SI=ES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR. .THE SCOPE O) WORK )OR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES )EET )ROM THE BUILDING. RE)ERENCE THE BUILDING PLANS E.G. ARCHITECTURAL STRUCTURAL MEP )OR AREAS WITHIN )EET O) THE BUILDING AND WITHIN THE BUILDING )OOTPRINT. .RE)ER TO ARCHITECTURAL AND STRUCTURAL PLANS )OR ALL )INAL BUILDING DIMENSIONS. .THE PROPOSED BUILDING )OOTPRINTS SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEYHORN AND ASSOCIATES INC. KH BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE )INAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE )OR CON)IRMING THE )INAL CORRECT VERSION O) THE BUILDING )OOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS ANDOR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL )OOTPRINT AND ARE THERE)ORE A PRELIMINARY LOCATION O) THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERI)Y WHAT PART O) THE BUILDING THE ARCHITECT S )OOTPRINT REPRESENTS E.G. SLAB OUTSIDE WALL MASONRY LEDGE ETC.«. AND TO CON)IRM ITS )INAL POSITION ON THE SITE BASED ON THE )INAL ARCHITECTURAL )OOTPRINT CIVIL DIMENSION CONTROL PLAN SURVEY BOUNDARY ANDOR PLAT. ANY DI))ERENCES )OUND SHALL BE REPORTED TO KH IMMEDIATELY. .ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT S )INAL GEOTECHNICAL REPORT OR LATEST EDITION INCLUDING SUBSE4UENT ADDENDA. .CONTRACTOR IS RESPONSIBLE )OR ALL MATERIALS TESTING AND CERTI)ICATION UNLESS SPECI)IED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECI)ICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PER)ORMED BY AN APPROVED INDEPENDENT AGENCY )OR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR )OR MATERIALS TESTING. .ALL COPIES O) MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER ENGINEER AND ARCHITECT DIRECTLY )ROM THE TESTING AGENCY. .IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW BY THE STANDARD TESTING PROCEDURES O) THE MATERIALS THAT THE WORK CONSTRUCTED MEETS THE PROJECT RE4UIREMENTS AND CITY SPECI)ICATIONS. .DUE TO THE POTENTIAL )OR DI))ERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT S RECOMMENDATION )OR SUBGRADE PREPARATION SPECI)IC TO )LATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECI)IC TO )LATWORK ADJACENT TO THE BUILDING I) NONE IS CURRENTLY E;ISTING. .ALL CONTRACTORS MUST CON)INE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE O) THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THERE)ROM SHALL BE CONTRACTOR S SOLE RESPONSIBILITY TO REPAIR. .THE CONTRACTOR SHALL PROTECT ALL E;ISTING STRUCTURES UTILITIES MANHOLES POLES GUY WIRES VALVE COVERS VAULT LIDS )IRE HYDRANTS COMMUNICATION BO;ESPEDESTALS AND OTHER )ACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER. .THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS INCLUDING BUT NOT LIMITED TO )ENCES WALLS SIGNS PAVEMENT CURBS UTILITIES SIDEWALKS GRASS TREES LANDSCAPING AND IRRIGATION SYSTEMS ETC.« TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER. .ALL AREAS IN E;ISTING RIGHTO)WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER INCLUDING AS NECESSARY GRADING LANDSCAPING CULVERTS AND PAVEMENT. .THE CONTRACTOR SHALL SALVAGE ALL E;ISTING POWER POLES SIGNS WATER VALVES )IRE HYDRANTS METERS ETC... THAT ARE TO BE RELOCATED DURING CONSTRUCTION. .CONTRACTOR SHALL MAINTAIN ADE4UATE SITE DRAINAGE DURING ALL PHASES O) CONSTRUCTION INCLUDING MAINTAINING E;ISTING DITCHES OR CULVERTS )REE O) OBSTRUCTIONS AT ALL TIMES. .THE CONTRACTOR IS RESPONSIBLE )OR OBTAINING AND SUBMITTING A TRENCH SA)ETY PLAN PREPARED BY A PRO)ESSIONAL ENGINEER IN THE STATE O) TE;AS TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE )OR MAINTAINING TRENCH SA)ETY RE4UIREMENTS IN ACCORDANCE WITH CITY STATE AND )EDERAL RE4UIREMENTS INCLUDING OSHA )OR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL O) THE CITY. .THE CONTRACTOR SHALL KEEP TRENCHES )REE )ROM WATER. .SITE SA)ETY IS SOLELY THE RESPONSIBILITY O) THE CONTRACTOR. .THESE PLANS DO NOT E;TEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SA)ETY O) THE CONTRACTOR OR ITS EMPLOYEES AGENTS OR REPRESENTATIVES IN THE PER)ORMANCE O) THE WORK. THE ENGINEER S SEAL HEREON DOES NOT E;TEND TO ANY SUCH SA)ETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE )OR IMPLEMENTATION O) ALL RE4UIRED SA)ETY PROCEDURES AND PROGRAMS. .SIGNS RELATED TO SITE OPERATION OR SA)ETY ARE NOT INCLUDED IN THESE PLANS. .CONTRACTOR O))ICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING O) CONSTRUCTION. CONTRACTOR IS RESPONSIBLE )OR ALL PERMITTING RE4UIREMENTS )OR THE CONSTRUCTION O))ICE TRAILER STORAGE AND STAGING OPERATIONS AND LOCATIONS. .LIGHT POLES SIGNS AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES. .ALL SIGNS PAVEMENT MARKINGS AND OTHER TRA))IC CONTROL DEVICES SHALL CON)ORM TO THE TE;AS MANUAL ON UNI)ORM TRA))IC CONTROL DEVICES. .TOP RIM ELEVATIONS O) ALL E;ISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP O) PAVEMENT OR )INISHED GRADE AND SHALL BE ADJUSTED TO BE )LUSH WITH THE ACTUAL )INISHED GRADE AT THE TIME O) PAVING. .CONTRACTOR SHALL ADJUST ALL E;ISTING AND PROPOSED VALVES )IRE HYDRANTS AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL )INISHED GRADES AT THE TIME O) PAVING. .THE CONTRACTOR IS RESPONSIBLE )OR CONSTRUCTION SE4UENCING AND PHASING AND SHALL CONTACT THE APPROPRIATE CITY O))ICIALS INCLUDING BUILDING O))ICIAL ENGINEERING INSPECTOR AND )IRE MARSHALL TO LEARN O) ANY RE4UIREMENTS. .CONTRACTOR IS RESPONSIBLE )OR PREPARATION SUBMITTAL AND APPROVAL BY THE CITY O) A TRA))IC CONTROL PLAN PRIOR TO THE START O) CONSTRUCTION AND THEN THE IMPLEMENTATION O) THE PLAN. .CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD O) CONSTRUCTION INCLUDING ANY DEVIATIONS OR VARIANCES )ROM THE PLANS. .THE CONTRACTOR SHALL BE RESPONSIBLE )OR PROVIDING ASBUILT PLANS TO THE ENGINEER AND CITY IDENTI)YING ALL DEVIATIONS AND VARIATIONS )ROM THESE PLANS MADE DURING CONSTRUCTION. EROSION CONTROL: .THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL STATE AND )EDERAL EROSION CONTROL AND WATER 4UALITY RE4UIREMENTS LAWS AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE. .CONTRACTOR SHALL COMPLY WITH THE RE4UIREMENTS O) THE ³TCE4 GENERAL PERMIT TO DISCHARGE UNDER THE TE;AS POLLUTANT DISCHARGE ELIMINATION SYSTEM T;R ´. .EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN )OR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START O) LAND DISTURBANCE. .ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECI)ICATIONS )OR THE PROJECT. .CONTRACTOR IS SOLELY RESPONSIBLE )OR INSTALLATION IMPLEMENTATION MAINTENANCE AND E))ECTIVENESS O) ALL EROSION CONTROL DEVICES BEST MANAGEMENT PRACTICES BMPS AND )OR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS )IELD CONDITIONS CHANGE. .CONTRACTOR SHALL DOCUMENT THE DATES O) INSTALLATION MAINTENANCE OR MODI)ICATION AND REMOVAL )OR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN SWPPP I) APPLICABLE. .AS STORM SEWER INLETS ARE INSTALLED ONSITE TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS. .THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILI=ED. .CONTRACTOR SHALL PROVIDE ADE4UATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING. .CONTRACTOR SHALL OBSERVE THE E))ECTIVENESS O) THE EROSION CONTROL DEVICES AND MAKE )IELD ADJUSTMENTS AND MODI)ICATIONS AS NEEDED TO PREVENT SEDIMENT )ROM LEAVING THE SITE. I) THE EROSION CONTROL DEVICES DO NOT E))ECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION )ROM WASHING O)) THE SITE THEN THE CONTRACTOR SHALL NOTI)Y THE ENGINEER. .O))SITE SOIL BORROW SPOIL AND STORAGE AREAS I) APPLICABLE ARE CONSIDERED AS PART O) THE PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL RE4UIREMENTS )OR THIS PROJECT. THIS INCLUDES THE INSTALLATION O) BMP S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT O) PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO )INAL APPROVAL O) THE PROJECT. CONTRACTOR IS RESPONSIBLE )OR MODI)YING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS )OR ANY O))SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN. .ALL STAGING STOCKPILES SPOIL AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY A))ECT STORM WATER 4UALITY. PROTECTIVE MEASURES SHALL BE PROVIDED I) NEEDED TO ACCOMPLISH THIS RE4UIREMENT SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER. .CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES BMPS DISTURBED AREAS AND VEHICLE ENTRY AND E;IT AREAS WEEKLY AND WITHIN HOURS O) ALL RAIN)ALL EVENTS O) . INCHES OR GREATER AND KEEP A RECORD O) THIS INSPECTION IN THE SWPPP BOOKLET I) APPLICABLE TO VERI)Y THAT THE DEVICES AND EROSION CONTROL PLAN ARE )UNCTIONING PROPERLY. .CONTRACTOR SHALL CONSTRUCT A STABILI=ED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS O) ACCESS IN ACCORDANCE WITH CITY SPECI)ICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRA))IC USES THE STABILI=ED ENTRANCE AT ALL TIMES )OR ALL INGRESSEGRESS. .SITE ENTRY AND E;ITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND )LOWING O) SEDIMENT AND DIRT ONTO O))SITE ROADWAYS. ALL SEDIMENT AND DIRT )ROM THE SITE THAT IS DEPOSITED ONTO AN O))SITE ROADWAY SHALL BE REMOVED IMMEDIATELY. .THE CONTRACTOR IS RESPONSIBLE )OR REMOVING ALL SILT AND DEBRIS )ROM THE A))ECTED O))SITE ROADWAYS THAT ARE A RESULT O) THE CONSTRUCTION AS RE4UESTED BY OWNER AND CITY. AT A MINIMUM THIS SHOULD OCCUR ONCE PER DAY )OR THE O))SITE ROADWAYS. .WHEN WASHING O) VEHICLES IS RE4UIRED TO REMOVE SEDIMENT PRIOR TO E;ITING THE SITE IT SHALL BE DONE IN AN AREA STABILI=ED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP. .CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN )OR ANY ONSITE DRAINAGE AREAS THAT ARE GREATER THAN ACRES PER TCE4 AND CITY STANDARDS. I) NO ENGINEERING DESIGN HAS BEEN PROVIDED )OR A SEDIMENTATION BASIN ON THESE PLANS THEN THE CONTRACTOR SHALL ARRANGE )OR AN APPROPRIATE DESIGN TO BE PROVIDED. .ALL )INES IMPOSED )OR SEDIMENT OR DIRT DISCHARGED )ROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR. .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. RUNO)) )ROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY O)) SITE WITHOUT )IRST )LOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC REGRADING OR NEW STONE MAY BE RE4UIRED TO MAINTAIN THE E))ECTIVENESS O) THE CONSTRUCTION ENTRANCE. .TEMPORARY SEEDING OR OTHER APPROVED STABILI=ATION SHALL BE INITIATED WITHIN DAYS O) THE LAST DISTURBANCE O) ANY AREA UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS E;PECTED WITHIN DAYS O) THE LAST DISTURBANCE. .CONTRACTOR SHALL )OLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION ALWAYS CLEANING UP DIRT LOOSE MATERIAL AND TRASH AS CONSTRUCTION PROGRESSES. .UPON COMPLETION O) )INE GRADING ALL SUR)ACES O) DISTURBED AREAS SHALL BE PERMANENTLY STABILI=ED. STABILI=ATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES SUCH AS BUILDINGS SIDEWALK PAVEMENT OR A UNI)ORM PERENNIAL VEGETATIVE COVER. .AT THE CONCLUSION O) THE PROJECT ALL INLETS DRAIN PIPE CHANNELS DRAINAGEWAYS AND BORROW DITCHES A))ECTED BY THE CONSTRUCTION SHALL BE DREDGED AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. STORM WATER DISCHARGE AUTHORIZATION: .CONTRACTOR SHALL COMPLY WITH ALL TCE4 AND EPA STORM WATER POLLUTION PREVENTION RE4UIREMENTS. .CONTRACTOR SHALL COMPLY WITH THE RE4UIREMENTS O) THE TCE4 GENERAL PERMIT TO DISCHARGE UNDER THE TE;AS POLLUTANT DISCHARGE ELIMINATION SYSTEM T;R . .THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCE4 AT LEAST SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION I) APPLICABLE OR I) UTILI=ING ELECTRONIC SUBMITTAL PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY O) THE SIGNED NOI TO THE OPERATOR O) ANY MS TYPICALLY THE CITY RECEIVING DISCHARGE )ROM THE SITE. .CONTRACTOR SHALL BE RESPONSIBLE )OR THE IMPLEMENTATION O) THE STORM WATER POLLUTION PREVENTION PLAN SWPPP I) APPLICABLE INCLUDING POSTING SITE NOTICE INSPECTIONS DOCUMENTATION AND SUBMISSION O) ANY IN)ORMATION RE4UIRED BY THE TCE4 AND EPA E.G. NOI. .ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE RE4UIRED CONTRACTOR CERTI)ICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECI)IED IN THE SWPPP. .A COPY O) THE SWPPP INCLUDING NOI SITE NOTICE CONTRACTOR CERTI)ICATIONS AND ANY REVISIONS SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ONSITE DURING CONSTRUCTION. .A NOTICE O) TERMINATION NOT SHALL BE SUBMITTED TO TCE4 BY ANY PRIMARY OPERATOR WITHIN DAYS A)TER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNI)ORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES A TRANS)ER O) OPERATIONAL CONTROL HAS OCCURRED OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORI=ATION UNDER A DI))ERENT PERMIT. A COPY O) THE NOT SHALL BE PROVIDED TO THE OPERATOR O) ANY MS RECEIVING DISCHARGE )ROM THE SITE. DEMOLITION: .KH IS NOT RESPONSIBLE )OR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED )ROM THE SITE. .KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN WHICH WAS PREPARED BASED ON SURVEY AND UTILITY IN)ORMATION PROVIDED BY OTHERS SHOWS ALL IMPROVEMENTS AND UTILITIES THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE )OR PER)ORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CON)IRM WITH THE OWNERS O) IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS )OR THE REMOVAL O) THEIR )ACILITIES. .THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR NOTHING MORE. THE GOAL O) THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE )OR THE CONSTRUCTION O) THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION O) IMPROVEMENTS UTILITIES ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY O) THE CONTRACTOR. .CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE )OLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITION PLAN D.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER E.ASBESTOS BUILDING INSPECTION REPORTS PROVIDED BY THE OWNER F.GEOTECHNICAL REPORT PROVIDED BY THE OWNER. G.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE. .CONTRACTOR SHALL CONTACT THE OWNER TO VERI)Y WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAINREVIEWAND COMPLY WITH THE RECOMMENDATION O) SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. .CONTRACTOR SHALL COMPLY WITH ALL LOCAL STATE AND )EDERAL REGULATIONS REGARDING THE DEMOLITION O) OBJECTS ON THE SITE AND THE DISPOSAL O) THE DEMOLISHED MATERIALS O))SITE. IT IS THE CONTRACTOR S SOLE RESPONSIBILITY TO REVIEW THE SITE DETERMINE THE APPLICABLE REGULATIONS RECEIVE THE RE4UIRED PERMITS AND AUTHORI=ATIONS AND COMPLY. .KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS RE)ERENCED ABOVE ARE ACCURATE COMPLETE OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. .SUR)ACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES SUCH AS ADDITIONAL LAYERS O) PAVEMENT )OUNDATIONS OR WALLS THAT ARE ALSO TO BE REMOVED. GRADING: .THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERI)Y THE SUITABILITY O) E;ISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BE)ORE START O) CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTI)IED IMMEDIATELY O) ANY DISCREPANCIES. .CONTRACTOR SHALL OBTAIN ANY RE4UIRED GRADING PERMITS )ROM THE CITY. .UNLESS OTHERWISE NOTED PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA RE)LECT TOP O) PAVEMENT SUR)ACE. IN LOCATIONS ALONG A CURB LINE ADD INCHES OR THE HEIGHT O) THE CURB TO THE PAVING GRADE )OR TOP O) CURB ELEVATION. .PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP O) )INISHED GRADE. .PROPOSED CONTOURS ARE APPRO;IMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE O) DISCREPANCY. .ALL )INISHED GRADES SHALL TRANSITION UNI)ORMLY BETWEEN THE )INISHED ELEVATIONS SHOWN. .CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS O) TOP O) THE )INISHED SUR)ACE. WHEN PER)ORMING THE GRADING OPERATIONS THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLDDOWN ALLOWANCE )OR THE THICKNESS O) PAVEMENT SIDEWALK TOPSOIL MULCH STONE LANDSCAPING RIPRAP AND ALL OTHER SUR)ACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP O) )INISHED GRADE. )OR E;AMPLE THE LIMITS O) EARTHWORK IN PAVED AREAS IS THE BOTTOM O) THE PAVEMENT SECTION. .NO REPRESENTATIONS O) EARTHWORK 4UANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT 4UANTITIES AND COST. ANY SIGNI)ICANT VARIANCE )ROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION O) THE CIVIL ENGINEER. .ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT S )INAL GEOTECHNICAL REPORT OR LATEST EDITION INCLUDING SUBSE4UENT ADDENDA. .ALL E;CAVATION IS UNCLASSI)IED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE E;CAVATED MATERIAL AND ALL WASTE RESULTING )ROM SITE CLEARING AND GRUBBING SHALL BE REMOVED )ROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL E;PENSE. .EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN )OR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START O) GRADING. RE)ERENCE EROSION CONTROL PLAN DETAILS GENERAL NOTES AND SWPPP )OR ADDITIONAL IN)ORMATION AND RE4UIREMENTS. .BE)ORE ANY EARTHWORK IS PER)ORMED THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS O) THE PROJECT S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING )OR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. .CONTRACTOR TO DISPOSE O) ALL E;CESS E;CAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL STATE AND )EDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD O) WHERE E;CESS E;CAVATION WAS DISPOSED ALONG WITH THE RECEIVING LANDOWNER S APPROVAL TO DO SO. .CONTRACTOR IS RESPONSIBLE )OR REMOVAL AND REPLACEMENT O) TOPSOIL AT THE COMPLETION O) )INE GRADING. CONTRACTOR SHALL RE)ER TO LANDSCAPE ARCHITECTURE PLANS )OR SPECI)ICATIONS AND RE4UIREMENTS )OR TOPSOIL. .CONTRACTOR SHALL MAINTAIN ADE4UATE SITE DRAINAGE DURING ALL PHASES O) CONSTRUCTION INCLUDING MAINTAINING E;ISTING DITCHES OR CULVERTS )REE O) OBSTRUCTIONS AT ALL TIMES. .NO EARTHWORK )ILL SHALL BE PLACED IN ANY E;ISTING DRAINAGE WAY SWALE CHANNEL DITCH CREEK OR )LOODPLAIN )OR ANY REASON OR ANY LENGTH O) TIME UNLESS THESE PLANS SPECI)ICALLY INDICATE THIS IS RE4UIRED. .TEMPORARY CULVERTS MAY BE RE4UIRED IN SOME LOCATIONS TO CONVEY RUNO)). .RE)ER TO DIMENSION CONTROL PLAN AND PLAT )OR HORI=ONTAL DIMENSIONS. .THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE COMPACT AND CONDITION )ILL PER THE PROJECT GEOTECHNICAL ENGINEER S SPECI)ICATIONS. THE )ILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. .CONTRACTOR IS RESPONSIBLE )OR ALL SOILS TESTING AND CERTI)ICATION UNLESS SPECI)IED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECI)ICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PER)ORMED BY AN APPROVED INDEPENDENT AGENCY )OR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR )OR SOILS TESTING. .ALL COPIES O) SOILS TEST RESULTS SHALL BE SENT TO THE OWNER ENGINEER AND ARCHITECT DIRECTLY )ROM THE TESTING AGENCY. .IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW BY THE STANDARD TESTING PROCEDURES O) THE SOILS THAT THE WORK CONSTRUCTED MEETS THE PROJECT RE4UIREMENTS AND CITY SPECI)ICATIONS. .THE SCOPE O) WORK )OR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES )EET )ROM THE BUILDING. CONTRACTOR SHALL RE)ER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECI)ICATIONS )ILL CONDITIONING AND PREPARATION IN THE BUILDING PAD. .DUE TO THE POTENTIAL )OR DI))ERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT S RECOMMENDATION )OR SUBGRADE PREPARATION SPECI)IC TO )LATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECI)IC TO )LATWORK ADJACENT TO THE BUILDING I) NONE IS CURRENTLY E;ISTING. .CONTRACTOR SHALL ENSURE THAT SU))ICIENT POSITIVE SLOPE AWAY )ROM THE BUILDING PAD IS ACHIEVED )OR ENTIRE PERIMETER O) THE PROPOSED BUILDINGS DURING GRADING OPERATIONS AND IN THE )INAL CONDITION. I) THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION. .THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER OR BY OTHER MEANS APPROVED BY THE CITY AT NO ADDITIONAL COST TO THE OWNER. .CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES )OR ANY RE4UIRED UTILITY ADJUSTMENTS ANDOR RELOCATIONS NEEDED )OR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL RE)ER TO THE GENERAL NOTES ³OVERALL´ SECTION THESE PLANS )OR ADDITIONAL IN)ORMATION. .E;ISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPRO;IMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES )OUND IN THE )IELD THAT A))ECT THE GRADING PLAN TO THE CIVIL ENGINEER. .CONTRACTOR SHALL )IELD VERI)Y ALL PROTECTED TREE LOCATIONS INDIVIDUAL PROTECTED TREE CRITICAL ROOT =ONES AND PROPOSED SITE GRADING AND NOTI)Y THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT O) ANY CON)LICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. .TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT. .CONTRACTOR SHALL RE)ER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS )OR ALL IN)ORMATION AND DETAILS REGARDING E;ISTING TREES TO BE REMOVED AND PRESERVED. .NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY OR CITY HAS OTHERWISE CON)IRMED IN WRITING THAT ONE IS NOT NEEDED )OR THE TREES. .NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORI=ATION O) THE OWNER OR OWNER S REPRESENTATIVE. E;ISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM. .A)TER PLACEMENT O) SUBGRADE AND PRIOR TO PLACEMENT O) PAVEMENT CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS )OR EVIDENCE O) PONDING AND INADE4UATE SLOPE )OR DRAINAGE. ALL AREAS SHALL ADE4UATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNO)). CONTRACTOR SHALL IMMEDIATELY NOTI)Y OWNER AND ENGINEER I) ANY AREAS O) POOR DRAINAGE ARE DISCOVERED. .CONTRACTOR )IELD ADJUSTMENT O) PROPOSED SPOT GRADES IS ALLOWED I) THE APPROVAL O) THE CIVIL ENGINEER IS OBTAINED. RETAINING WALLS: .RETAINING WALLS SHOWN ARE )OR SITE GRADING PURPOSES ONLY AND INCLUDE ONLY LOCATION AND SUR)ACE SPOT ELEVATIONS AT THE TOP AND BOTTOM O) THE WALL. .RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER. .RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL )IT IN THE WALL =ONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING O) RETAINING WALLS RAILINGS AND OTHER WALL SA)ETY DEVICES SHALL BE PER)ORMED BY A LICENSED ENGINEER AND ARE NOT PART O) THIS PLAN SET. .RETAINING WALL DESIGN SHALL MEET THE INTENT O) THE GRADING PLAN AND SHALL ACCOUNT )OR ANY IN)LUENCE ON ADJACENT BUILDING )OUNDATIONS UTILITIES PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES. .RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT )OR POTENTIAL CON)LICTS. PAVING: .ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY STANDARD DETAILS AND SPECI)ICATIONS THE )INAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECI)ICATIONS SHALL GOVERN WHERE OTHER SPECI)ICATIONS DO NOT E;IST. IN CASE O) CON)LICTING SPECI)ICATIONS OR DETAILS THE MORE RESTRICTIVE SPECI)ICATIONDETAIL SHALL BE )OLLOWED. .ALL PRIVATE ONSITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT S )INAL GEOTECHNICAL REPORT OR LATEST EDITION INCLUDING ALL ADDENDA. .ALL )IRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. I) THESE ARE DI))ERENT THAN THOSE IN THE GEOTECHNICAL REPORT THEN THE MORE RESTRICTIVE SHALL BE )OLLOWED. .ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECI)ICATIONS. .CONTRACTOR IS RESPONSIBLE )OR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTI)ICATION UNLESS SPECI)IED OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PER)ORMED BY AN APPROVED INDEPENDENT AGENCY )OR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR )OR PAVING AND PAVING SUBGRADE TESTING. .IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW BY THE STANDARD TESTING PROCEDURES O) THE PAVING AND PAVING SUBGRADE THAT THE WORK CONSTRUCTED MEETS THE PROJECT RE4UIREMENTS AND CITY SPECI)ICATIONS. .DUE TO THE POTENTIAL )OR DI))ERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT S RECOMMENDATION )OR SUBGRADE PREPARATION SPECI)IC TO )LATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECI)IC TO )LATWORK ADJACENT TO THE BUILDING I) NONE IS CURRENTLY E;ISTING. .CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHTO)WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAIL AND SPECI)ICATIONS. .PRIVATE CURB RAMPS ON THE SITE I.E. OUTSIDE PUBLIC STREET RIGHTO)WAY SHALL CON)ORM TO ADA AND TAS STANDARDS AND SHALL HAVE A DETECTABLE WARNING SUR)ACE THAT IS )ULL WIDTH AND )ULL DEPTH O) THE CURB RAMP NOT INCLUDING )LARES. .ALL ACCESSIBLE RAMPS CURB RAMPS STRIPING AND PAVEMENT MARKINGS SHALL CON)ORM TO ADA AND TAS STANDARDS LATEST EDITION. .ANY COMPONENTS O) THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CON)ORM TO THE )AIR HOUSING ACT AND COMPLY WITH THE )AIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT O) HOUSING AND URBAN DEVELOPMENT. .CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH E;ISTING PAVEMENT WITH A SMOOTH )LUSH CONNECTION. .CONTRACTOR SHALL )URNISH AND INSTALL ALL PAVEMENT MARKINGS )OR )IRE LANES PARKING STALLS HANDICAPPED PARKING SYMBOLS AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS. .RE)ER TO GEOTECHNICAL REPORT )OR PAVING JOINT LAYOUT PLAN RE4UIREMENTS )OR PRIVATE PAVEMENT. .RE)ER TO CITY STANDARD DETAILS AND SPECI)ICATIONS )OR JOINT LAYOUT PLAN RE4UIREMENTS )OR PUBLIC PAVEMENT. .ALL REIN)ORCING STEEL SHALL CON)ORM TO THE GEOTECHNICAL REPORT CITY STANDARDS AND ASTM A GRADE AND SHALL BE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT O) THE CITY AND GEOTECHNICAL STANDARDS. .ALL JOINTS SHALL E;TEND THROUGH THE CURB. .THE MINIMUM LENGTH O) O))SET JOINTS AT RADIUS POINTS SHALL BE )EET. .CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY O) THE PAVING WORK. .ALL SAWCUTS SHALL BE )ULL DEPTH )OR PAVEMENT REMOVAL AND CONNECTION TO E;ISTING PAVEMENT. .)IRE LANES SHALL BE MARKED AND LABELED AS A )IRELANE PER CITY STANDARDS. .UNLESS THE PLANS SPECI)ICALLY DICTATE TO THE CONTRARY ONSITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO THE ONCOMING TRA))IC )OR WHICH THEY ARE INTENDED. .CONTRACTOR IS RESPONSIBLE )OR INSTALLING NECESSARY CONDUIT )OR LIGHTING IRRIGATION ETC. PRIOR TO PLACEMENT O) PAVEMENT. ALL CONSTRUCTION DOCUMENTS CIVIL MEP LANDSCAPE IRRIGATION AND ARCHITECT SHALL BE CONSULTED. .BE)ORE PLACING PAVEMENT CONTRACTOR SHALL VERI)Y THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES PER ADA TAS AND )HA E;IST TO AND )ROM EVERY DOOR AND ALONG SIDEWALKS ACCESSIBLE PARKING SPACES ACCESS AISLES AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE E;CEED VERTICAL TO HORI=ONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE E;CEED . PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE E;CEED . PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT E;CEED . PERCENT SLOPE IN ANY DIRECTION. .CONTRACTOR SHALL TAKE )IELD SLOPE MEASUREMENTS ON )INISHED SUBGRADE AND )ORM BOARDS PRIOR TO PLACING PAVEMENT TO VERI)Y THAT ADATAS SLOPE RE4UIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING I) ANY E;CESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED )OR ADA AND TAS SLOPE COMPLIANCE ISSUES. STORM DRAINAGE: .ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECI)ICATIONS. .THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY )OR COMPLETE INSTALLATION O) THE STORM SEWER. .THE CONTRACTOR SHALL )IELD VERI)Y THE SI=E CONDITION HORI=ONTAL AND VERTICAL LOCATIONS O) ALL E;ISTING STORM SEWER )ACILITIES THAT ARE TO BE CONNECTED TO PRIOR TO START O) CONSTRUCTION O) ANY STORM SEWER AND SHALL NOTI)Y THE ENGINEER O) ANY CON)LICTS DISCOVERED. .THE CONTRACTOR SHALL VERI)Y AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORI=ONTAL AND VERTICAL LOCATION O) CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. .)LOW LINE TOPO)CURB RIM THROAT AND GRATE ELEVATIONS O) PROPOSED INLETS SHALL BE VERI)IED WITH THE GRADING PLAN AND )IELD CONDITIONS PRIOR TO THEIR INSTALLATION. .ALL PUBLIC STORM SEWER CONSTRUCTION PIPE STRUCTURES AND )ITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECI)ICATIONS. CONTRACTOR SHALL ARRANGE )OR RE4UIRED CITY INSPECTIONS. .ALL PRIVATE STORM SEWER CONSTRUCTION PIPE STRUCTURES AND )ITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE )OR RE4UIRED CITY INSPECTIONS. .ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT. .ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES INCHES AND GREATER SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL. .WHERE COVER E;CEEDS )EET OR IS LESS THAN )EET CLASS IV RCP SHALL BE USED. .I) CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU O) RCP )OR PRIVATE STORM SEWER CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THE OWNER ENGINEER AND CITY ENGINEERINSPECTOR )OR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT. .THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING )OR ALL STORM SEWER LINES. .EMBEDMENT )OR ALL STORM SEWER LINES PUBLIC OR PRIVATE SHALL BE PER CITY STANDARD DETAILS. .ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PRE)ABRICATED AND INSTALLED PER MANU)ACTURERS SPECI)ICATIONS. .USE )OOT JOINTS WITH BEVELED ENDS I) RADIUS O) STORM SEWER IS LESS THAN )EET. .THE CONTRACTOR IS RESPONSIBLE )OR OBTAINING AND SUBMITTING A TRENCH SA)ETY PLAN PREPARED BY A PRO)ESSIONAL ENGINEER IN THE STATE O) TE;AS TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE )OR MAINTAINING TRENCH SA)ETY RE4UIREMENTS IN ACCORDANCE WITH CITY STATE AND )EDERAL RE4UIREMENTS INCLUDING OSHA )OR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL O) THE CITY. .THE CONTRACTOR SHALL KEEP TRENCHES )REE )ROM WATER. POND NOTES: .ANY PONDS THAT ARE INTENDED TO HOLD WATER INDE)INITELY SHALL BE CONSTRUCTED WATERTIGHT. .)OR ANY PONDS INTENDED TO HOLD WATER INDE)INITELY THE CONTRACTOR SHALL RE)ER TO THE GEOTECHNICAL REPORT )OR POND LINER SPECI)ICATIONS. .A GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ALL POND LINER MATERIAL PLACEMENT PROCEDURES AND PROVIDE TESTING TO ENSURE THE POND LINER MATERIAL PLACED IS WATERTIGHT. .STORM SEWER PIPES AND HEADWALLS THAT CONNECT TO A POND INTENDED TO HOLD WATER INDE)INITELY SHALL BE INSTALLED WITH WATERTIGHT JOINTS TO AT LEAST )OOT ABOVE THE NORMAL POOL WATER SUR)ACE ELEVATION. .ANY GRAVEL OR OTHER PERVIOUS EMBEDMENT AROUND PIPES OR OUT)ALL STRUCTURES NEAR THE POND SHALL BE ELIMINATED )OR AT LEAST )EET )ROM THE POND SO NO ROUTE )OR WATER TO LEAK THROUGH THE EMBEDMENT MATERIAL IS PROVIDED. BACK)ILL IN THESE AREAS SHALL BE O) IMPERVIOUS MATERIAL. .)OR ANY PONDS INTENDED TO HOLD WATER INDE)INITELY THE WATER LEVEL )OLLOWING COMPLETION AND )ILLING O) THE POND SHALL BE MONITORED BY THE CONTRACTOR )OR AT LEAST DAYS TO OBSERVE WATER IN)LOW OUT)LOW AND CALCULATE EVAPORATION TO VERI)Y THAT THE POND IS WATERTIGHT. .)OR ANY PONDS INTENDED TO HOLD WATER INDE)INITELY THE POND WATER LEVEL SHALL ALSO BE MAINTAINED BY THE CONTRACTOR )OR THE DURATION O) CONSTRUCTION SO THAT IT REMAINS )ULL TO ITS DESIGN WATER LEVEL AND IS NOT LOWERED AS THIS MAY DRYOUT THE POND LINER AND RISK ITS WATERTIGHT PROPERTIES. WATER AND WASTEWATER: .ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECI)ICATIONS. .CONTRACTOR SHALL )IELD VERI)Y THE SI=E CONDITION HORI=ONTAL AND VERTICAL LOCATIONS O) ALL E;ISTING WATER AND WASTEWATER )ACILITIES THAT ARE TO BE CONNECTED TO PRIOR TO START O) CONSTRUCTION O) ANY WATER OR WASTEWATER CONSTRUCTION AND SHALL NOTI)Y THE ENGINEER O) ANY CON)LICTS DISCOVERED. .CONTRACTOR SHALL VERI)Y AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORI=ONTAL AND VERTICAL LOCATION O) ALL UTILITY SERVICES ENTERING THE BUILDING. .THE CONTRACTOR SHALL )IELD VERI)Y THE ELEVATION O) ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION O) ANY PIPE. .THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY )OR COMPLETE INSTALLATION O) THE WATER AND WASTEWATER IMPROVEMENTS. .ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION PIPE STRUCTURES AND )ITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECI)ICATIONS. CONTRACTOR SHALL ARRANGE )OR RE4UIRED CITY INSPECTIONS. .ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION PIPE STRUCTURES AND )ITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE )OR RE4UIRED CITY INSPECTIONS. .)IRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED )IRE SPRINKLER CONTRACTOR AND COMPLY TO THE APPLICABLE CODES AND INSPECTIONS RE4UIRED. THESE PLANS WERE PREPARED WITHOUT THE BENE)IT O) THE )IRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTI)Y THE ENGINEER I) ANY DISCREPANCIES. .EMBEDMENT )OR ALL WATER AND WASTEWATER LINES PUBLIC OR PRIVATE SHALL BE PER CITY STANDARD DETAILS. .CONTRACTOR SHALL TAKE RE4UIRED SANITARY PRECAUTIONS )OLLOWING ANY CITY TCE4 AND AWWA STANDARDS TO KEEP WATER PIPE AND )ITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS. .CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING )OR ALL WATER AND WASTEWATER LINES. .ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE )EET OUTSIDE THE BUILDING UNLESS NOTED OTHERWISE. .CONTRACTOR SHALL COMPLY WITH CITY RE4UIREMENTS )OR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT O) PRIOR NOTICE THAT IS RE4UIRED AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT. .CONTRACTOR SHALL SE4UENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION O) SERVICE TO SURROUNDING PROPERTIES. .CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION I) NECESSARY BY USE O) TEMPORARY METHODS APPROVED BY THE CITY AND OWNER. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. .THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LINES IMMEDIATELY. ALL REPAIRS O) E;ISTING WATER MAINS WATER SERVICES SEWER MAINS AND SANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. .VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT )INISHED SUR)ACE GRADE O) THE PROPOSED PAVEMENT. .THE ENDS O) ALL E;ISTING WATER MAINS THAT ARE CUT BUT NOT REMOVED SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. .ALL )IRE HYDRANTS VALVES TEES BENDS WYES REDUCERS )ITTINGS AND ENDS SHALL BE MECHANICALLY RESTRAINED ANDOR THRUST BLOCKED TO CITY STANDARDS. .CONTRACTOR SHALL INSTALL A )ULL SEGMENT O) WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS ARE GREATER THAN )EET )ROM THE CROSSING. .ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN )EET )ROM WATER WASTEWATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCE4 CHAPTER .. .ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN )EET )ROM WASTEWATER WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCE4 CHAPTER .. .ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY AWWA AND TCE4 STANDARDS AND SPECI)ICATIONS. AT A MINIMUM THIS SHALL CONSIST O) THE )OLLOWING D.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BE)ORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATE WITH THE CITY )OR THEIR RE4UIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCE4 REGULATIONS. E.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY )OR THEIR RE4UIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCE4 REGULATIONS. A)TER COMPLETION O) THESE TESTS A TELEVISION INSPECTION SHALL BE PER)ORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD. .CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM O) ´ ABOVE WATER AND WASTEWATER LINES. MARKER DECALS SHALL BE LABELED ³CAUTION WATER LINE´ OR ³CAUTION SEWER LINE´. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITY STANDARDS AND SHALL BE INCLUDED IN THE COST O) THE WATER AND WASTEWATER PIPE. .DUCTILE IRON PIPE SHALL BE PROTECTED )ROM CORROSION BY A LOWDENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST A SINGLE LAYER O) MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED. .WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER RE4UIRED BY THE CITY. .CONTRACTOR SHALL PROVIDE CLEANOUTS )OR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND )OOT INTERVALS OR AS RE4UIRED BY THE APPLICABLE PLUMBING CODE. CLEANOUTS RE4UIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS )LUSH WITH )INISHED GRADE. .CONTRACTOR SHALL PROVIDE BACKWATER VALVES )OR PLUMBING )I;TURES AS RE4UIRED BY THE APPLICABLE PLUMBING CODE E.G. )LOOR ELEVATION O) )I;TURE UNIT IS BELOW THE ELEVATION O) THE MANHOLE COVER O) THE NE;T UPSTREAM MANHOLE IN THE PUBLIC SEWER. CONTRACTOR SHALL REVIEW BOTH MEP AND CIVIL PLANS TO CON)IRM WHERE THESE ARE RE4UIRED. .THE CONTRACTOR IS RESPONSIBLE )OR OBTAINING AND SUBMITTING A TRENCH SA)ETY PLAN PREPARED BY A PRO)ESSIONAL ENGINEER IN THE STATE O) TE;AS TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE )OR MAINTAINING TRENCH SA)ETY RE4UIREMENTS IN ACCORDANCE WITH CITY STATE AND )EDERAL RE4UIREMENTS INCLUDING OSHA )OR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL O) THE CITY. .THE CONTRACTOR SHALL KEEP TRENCHES )REE )ROM WATER. ABBREVIATIONS AND DEFINITIONS: A AREA ADA AMERICANS WITH DISABILITIES ACT AWWA AMERICAN WATER WORKS ASSOCIATION BB BACK TO BACK BC BEGIN CURVE BC BACK O) CURB BCR BEGIN CURB RETURN BMP BEST MANAGEMENT PRACTICE BOC BACK O) CURB BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM O) WALL C)S CUBIC )EET PER SECOND CITY CITY TOWN OR OTHER APPLICABLE LOCAL GOVERNMENT JURISDICTION CL CENTERLINE CL CENTERLINE CONC CONCRETE CY CUBIC YARD DEMO DEMOLITION DG DECOMPOSED GRANITE DTL DETAIL EA EACH EC END CURVE ECR END CURB RETURN EG E;ISTING GROUND EL ELEVATION ELEC ELECTRICAL ELECTRICITY ELEV ELEVATION EPA UNITES STATES ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION E;.E;ISTING )))ACE TO )ACE )G )INISHED GROUND )H )IRE HYDRANT )L )LOW LINE )OC )ACE O) CURB )T )EET HGL HYDRAULIC GRADE LINE KH KIMLEYHORN AND ASSOCIATES INC. KHA KIMLEYHORN AND ASSOCIATES INC. LAT LATERAL L)LINEAR )EET LT LE)T MA;MA;IMUM ME MATCH E;ISTING ELEVATION MH MANHOLE MIN MINUTE MINIMUM NO NUMBER NOI NOTICE O) INTENT RE). TCE4 GENERAL PERMIT NOT NOTICE O) TERMINATION RE). TCE4 GENERAL PERMIT NTS NOT TO SCALE OC ON CENTER O))O))SET OSHA OCCUPATIONAL SA)ETY AND HEALTH ADMINISTRATION PC POINT O) CURVATURE PCC PORTLAND CEMENT CONCRETE POINT O) COMPOUND CURVATURE PGL PROPOSED GRADE LINE PI POINT O) IN)LECTION PROP PROPOSED PRC POINT O) REVERSE CURVATURE PSI POUNDS PER S4UARE INCH PT POINT O) TANGENCY PVC POLYVINYL CHLORIDE PVI POINT O) VERTICAL IN)LECTION PVMT PAVEMENT RCP REIN)ORCED CONCRETE PIPE ROW RIGHT O) WAY RT RIGHT S)S4UARE )EET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SY S4UARE YARD TAS ARCHITECTURAL BARRIERS TE;AS ACCESSIBILITY STANDARDS TC TOP O) CURB TCE4 TE;AS COMMISSION O) ENVIRONMENTAL 4UALITY TEMP TEMPORARY T;DOT TE;AS DEPARTMENT O) TRANSPORTATION T;MUTCD TE;AS MANUAL O) UNI)ORM TRA))IC CONTROL DEVICES TW TOP O) WALL TYP TYPICAL VC VERTICAL CURVE WTR WATER WW WASTEWATER REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY WARREN PARKWAY SUITE )RISCO T; PHONE WWW.KIMLEYHORN.COMJNCJNCAS SHOWN KIMLEYHORN AND ASSOCIATES INC.)EBRUARY CITY O) DENTON TE;ASJTHTE;AS REGISTERED ENGINEERING )IRM )BAKER TRACTO))SITE SEWERC.COD GENERALNOTES 544664.692METAL POST 6" SOUTH EDGE SSSS SSSSSSSSS SS SSSS SS SS SSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSC13.12C13.11C13.10C13.09C13.08C13.07C13.06C13.05C13.04C13.03C13.02CALLED 340.469 NET ACRESCITY OF DENTON, TEXASINST. NO. 2016-143882O.R.D.C.T.CALLED 23.076 ACRESCITY OF DENTON, TEXASINST. NO. 2010-9442O.R.D.C.T.CALLED 26.39 ACRESKENNETH AND GWYNDA BAHNSEN LIVINGTRUST DATED NOBEMBER 4, 2019INST. NO. 2019-141473O.R.D.C.T.CALLED 20.038 ACRESDLK FAMILY, L.P.INST. NO. 2021-214602O.R.D.C.T.CALLED 19.109 ACRESMARK E. COLE , et uxVOL. 4750, PG. 737O.R.D.C.T.CALLED 11.3136 ACRESLESLIE A. PORTER, et uxCLERK'S FILE NO.95-R0054830O.R.D.C.T.CALLED 28.756 ACRESJACK VANDERHOFF, et uxVOL. 551, PG. 4O.R.D.C.T.CALLED 1.50 ACRESROBERT J. BICKHAM SR.INST. NO. 2020-43992O.R.D.C.T.TRACT I (CALLED30.382 ACRES)JAY D. ROGERSVOL. 5326, PG. 5728O.R.D.C.T.TRACT 3LAURA M. BICKHAMINST. NO. 2015-84474O.R.D.C.T.CALLED 2.374 ACRESDANIEL AND LAURA KRESS FAMILYLIVING TRUST dated April 16, 2009INST. NO. 2017-145668O.R.D.C.T.TRACT II (CALLED 1.381 ACRES)DLK MAMAGEMENT, L.L.C.INST. NO. 2023-48071O.R.D.C.T.PARCEL 26STATE OF TEXASINST. NO. 2010-12610O.R.D.C.T.LOT 4,BLOCK AM-380ADDITIONDOC. NO.2023-133P.R.D.C.T.LOT 3,BLOCK AM-380ADDITIONDOC. NO.2023-133P.R.D.C.T.LOT 1, BLOCK AFISHER 59 ADDITIONDOC. NO. 2018-527P.R.D.C.T.LOT 2, BLOCK A, FISHER 59 ADDITIONDOC. NO. 2021-283P.R.D.C.T.LOT 2,BLOCK AM-380ADDITIONDOC. NO.2023-133P.R.D.C.T.LOT 1,BLOCK AM-380ADDITIONDOC. NO.2023-133P.R.D.C.T.LOT 2, BLOCK 1MARRIOTT GARDENSADDITIONCAB. N, SL. 230P.R.D.C.T.LOT 1, BLOCK 1MARRIOTTGARDENSADDITIONCAB. N, SL. 230P.R.D.C.T.CALLED 95.584 ACRESJOHN KARVOUNIARISINST. NO. 2003-207512O.R.D.C.T.U. S. HIGHWAY 380 (VARIABLE WIDTH R.O.W.)MASCH BRANCH RDMASCH BRANCH RDMASCH BRANCH RDJIM CHRISTAL RD REMAINDER FROM CALLED100 ACRESDNJJ7 FAMILY LPDOC. NO. 2020-158388O.R.D.C.T.REVISIONSNR.DATESHEET NUMBERPROJECT NO.DATEDRAWN BY SCALE DESIGNED BY CHECKED BY 6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034 PHONE: 972-335-3580 WWW.KIMLEY-HORN.COM JNC JNC AS SHOWN © 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026063248015CITY OF DENTON, TEXAS JTH TEXAS REGISTERED ENGINEERING FIRM F-928 BAKER TRACT OFFSITE SEWER 0GRAPHIC SCALE IN FEET300150300600NORTHC13.01SEWER INDEX SHEET SEWER LINE A 610 615 620 625 630 635 640 645 650 655 660 610 615 620 625 630 635 640 645 650 655 660 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00STA: 1+00.00 SEWER LINE ACONSTRUCT:5.0' DIA. MONOLITHICALLYPRECAST FIBERGLASS DROP MHOVER EXIST 27" SEWER LINERIM: 644.87STA: 6+91.08 SEWER LINE ACONSTRUCT:5.0' DIA. MONOLITHICALLYPRECAST FIBERGLASS MHRIM: 647.10FL 21" IN: 627.69FL 21" OUT: 627.69 FL 21" IN: 626.33 FL 27" IN: 619.85 FL 27" OUT: 619.85EXISTING GRADE 10.2'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:1+14.16 :638.34 5 8" THICK 36" STEEL ENCASE AND BORE EX.EX.21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23% G S G G G XXGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEXXXXXXXGASX XXXXX650 646 647 648 649 X XXXXXGASUGEWWWWW WFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLGAS FIBFIB25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT ±106 LF OF 36" OF 58" THICK ENCASE AND BORE CAUTION: EXISTING GAS, FIBER OPTIC, AND TELECOMMUNICATIONS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS REMOVE AND REPLACE ±655 SY OF GRAVEL DRIVE SSSS1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 21" PVC SEWER @ 0.23% STA: 1+00.00 SEWER LINE A CONSTRUCT: 5.0' DIA. MONOLITHICALLY PRECAST FIBERGLASS DROP MH OVER EXIST 27" SEWER LINE RIM: 644.87 FL 21" (N): 626.33 FL 27" (W): 619.85 FL 27" (E): 619.85 STA: 6+91.08 SEWER LINE A CONSTRUCT: 5.0' DIA. MONOLITHICALLY PRECAST FIBERGLASS MH RIM: 647.10 FL 21" (N): 627.69 FL 21" (S): 627.69 EX. EX. 21" PVC SEWER @ 0.23%XXXXGAS9+00 21" PVC SEWER @ 0.23%REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.02SEWER PLAN ANDPROFILES LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTESNORTH MATCH LINE STA9+00CAUTION!! CALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 26.39 ACRES KENNETH AND GWYNDA BAHNSEN LIVING TRUST DATED NOBEMBER 4, 2019 INST.NO. 2019-141473 O.R.D.C.T. CALLED 340.469 NET ACRES CITY OF DENTON, TEXAS INST.NO. 2016-143882 O.R.D.C.T.MATCH LINE STA9+00PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION SEWER LINE A 615 620 625 630 635 640 645 650 655 615 620 625 630 635 640 645 650 655 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 EXISTING GRADE FL 21" IN: 628.54FL 21" OUT: 628.54STA: 10+60.72 SEWER LINE ACONSTRUCT:5.0' DIA. MHRIM: 645.3621" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23%XXXXXXXXXXXXXXXXXXXXXXXX XMETAL BUILDING645 646 XXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASZONE 'A' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT REMOVE AND REPLACE ±655 SY OF GRAVEL DRIVE SS9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 21" PVC SEWER @ 0.23% STA: 10+60.72 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 645.36 FL 21" (N): 628.54 FL 21" (S): 628.54 21" PVC SEWER @ 0.23%XGASXXXXXXXX XXX 9+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWERC13.03SEWER PLAN ANDPROFILENORTHMATCH LINE STA17+50MATCH LINE STA9+00CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION CALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 20.038 ACRES DLK FAMILY, L.P. INST.NO. 2021-214602 O.R.D.C.T. 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE STA9+00MATCH LINE STA17+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES SEWER LINE A 620 625 630 635 640 645 650 655 660 620 625 630 635 640 645 650 655 660 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 EXISTING GRADESTA: 18+60.84 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING &WATERTIGHT LIDCONTACTOR TO SET VENT9' TO THE EAST.RIM: 643.52FL 21" IN: 630.38FL 21" OUT: 630.38APPROXIMATE VENT ELEVATION ≈ 648' MANHOLE IS WITHIN ZONE 'A' AND DOES NOT HAVE A MINIMUM FLOODPLAIN ELEVATION 21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23% G XXXXXXXXXXXXXXXXXXXXXX642 643 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASZONE 'A' FLOODPLAIN ZONE 'AE' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENTSS18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 21" PVC SEWER @ 0.23% STA: 18+60.84 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING & WATERTIGHT LID CONTACTOR TO SET VENT 9' TO THE EAST. RIM: 643.52 FL 21" (N): 630.38 FL 21" (S): 630.38 XGAS26+00 XGASREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWERC13.04SEWER PLAN ANDPROFILENORTHMATCH LINE STA17+50MATCH LINE STA26+00CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION CALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 11.3136 ACRES LESLIE A. PORTER, et ux CLERK'S FILE NO. 95-R0054830 O.R.D.C.T. CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE STA17+50MATCH LINE STA26+00PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES G G XXXXXXXXXXXXXXXXXXXXXXX645 643644 646 647 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASZONE 'AE' FLOODPLAIN ZONE 'A' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT CAUTION: EXISTING GAS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTSS SSS26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+0021" PVC SEWER @ 0.23% STA: 26+60.96 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 643.17 FL 21" (N): 632.22 FL 21" (S): 632.22 STA: 34+00.10 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING & WATERTIGHT LID RIM: 651.42 FL 21" (E): 633.92 FL 21" (S): 633.92 SEWER LINE A 625 630 635 640 645 650 655 660 665 625 630 635 640 645 650 655 660 665 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50FL 21" IN: 633.92FL 21" OUT: 633.92STA: 34+00.10 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING &WATERTIGHT LIDRIM: 651.42EXISTING GRADE FL 21" IN: 632.22FL 21" OUT: 632.22STA: 26+60.96 SEWER LINE ACONSTRUCT:5.0' DIA. MHRIM: 643.179.1'11.3'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:33+65.33 :644.75 APPROX. LOCATION OF EX. GAS LINE CROSSING STA:33+74.61 :646.92 MANHOLE IS WITHIN ZONE 'A' AND DOES NOT HAVE A MINIMUM FLOODPLAIN ELEVATION APPROXIMATE VENT ELEVATION ≈ 656'9.2'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:33+23.01 :644.77 21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23%XGASGASXGAS26+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.05SEWER PLAN ANDPROFILENORTHMATCH LINE STA34+50MATCH LINE STA26+00CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION CALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. TRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T.MATCH LINE STA26+00MATCH LINE STA 34+50 PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES X X X X X X X X X X X XXXXXXXX 645 64 6 647 64 8 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ZONE 'AE' FLOODPLAIN ZONE 'A' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT25' TEMPORARY CONSTRUCTION EASEMENT ±31 CY OF PROPOSED 24" RIPRAP (GROUTED) CHANNEL PROTECTION SS 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+0021" PVC SEWER @ 0.23% STA: 42+10.08 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 645.50 FL 21" (N): 635.79 FL 21" (W): 635.79 SEWER LINE A 620 625 630 635 640 645 650 655 660 620 625 630 635 640 645 650 655 660 34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 EXISTING GRADE STA: 42+10.08 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 645.50FL 21" IN: 635.79FL 21" OUT: 635.794.2'APPROXIMATE 100-YR FLOOD ELEVATION ≈ 649' APPROXIMATE VENT ELEVATION ≈ 650' 21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23% CALLED 1.50 ACRES43+00X GAS GAS GASREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.06SEWER PLAN ANDPROFILENORTH MATCH LINE STA34+50MATCH LINE STA43+00CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. TRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T. CALLED 1.50 ACRES ROBERT J. BICKHAM SR. INST.NO. 2020-43992 O.R.D.C.T. MATCH LINE STA 43+00 MATCH LINE STA34+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES XXXXX X X X X X X X 645 645645645645645 642 642 643 643 644 644 646 646 646 646 OHEOHEOHEOHEOHECALLED 1.50 ACRESX X X X X X X X CBLCBLCBLCBLCBLCBLCBLZONE 'AE' FLOODPLAINZONE 'AE'FLOODPLAIN25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT ±206 LF OF 1 2" THICK 30" STEEL ENCASE AND BORE25' TEMPORARY CONSTRUCTION EASEMENT ±32 CY OF PROPOSED 24" RIPRAP (GROUTED) CHANNEL PROTECTION SSUS 380CAUTION: EXISTING TELECOMMUNICATIONS LINE IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS SS43+00 44+00 45+00 46+00 47+00 48+00 49+0050+0051+00 21" PVC SEWER @ 0.23%21" PVC SEWER @ 0.23%18" PVC SEWER @ 0.56% STA: 48+67.84 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 647.86 FL 21" (W): 637.28 FL 21" (S): 637.28 STA: 50+36.93 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 649.88 FL 18" (N): 637.76 FL 21" (E): 637.67 SEWER LINE A 625 630 635 640 645 650 655 660 665 625 630 635 640 645 650 655 660 665 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 51+50 EXISTING GRADE FL 21" IN: 637.28FL 21" OUT: 637.28FL 18" IN: 637.76FL 21" OUT: 637.67STA: 48+67.84 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 647.86STA: 50+36.93 SEWER LINE ACONSTRUCT:5.0' DIA. MHRIM: 649.8812" THICK 30" STEEL ENCASE AND BORE4.1'APPROXIMATE 100-YR FLOOD ELEVATION ≈ 653' APPROXIMATE VENT ELEVATION ≈ 654' 21" ASTM F679 PS-115 PVC @ 0.23% 21" ASTM F679 PS-115 PVC @ 0.23%18" ASTM F679 PS-115 PVC @ 0.56 %OHEOHEOHEOHEWWW52+00 43+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.07SEWER PLAN ANDPROFILENORTHMATCH LINE STA43+00MATCH LINE STA51+50TRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T. CALLED 2.374 ACRES DANIEL AND LAURA KRESS FAMILY LIVING TRUST dated April 16, 2009 INST.NO. 2017-145668 O.R.D.C.T. TRACT 3 LAURA M. BICKHAM INST.NO. 2015-84474 O.R.D.C.T. TRACT II (CALLED 1.381 ACRES) DLK MAMAGEMENT, L.L.C. INST.NO. 2023-48071 O.R.D.C.T.MATCH LINE STA43+00MATCH LINE STA51+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL CALLED 1.50 ACRES ROBERT J. BICKHAM SR. INST.NO. 2020-43992 O.R.D.C.T. S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES OHEOHEOHEOHEOHEOHEOHEOHEOHE8 6OHEOHEOHEOHE OHEOHEOHE:: 38%/,&87,/,7<E$6E0E17 'O& 35'&7:::::::::::::::::::E;,67,1*)O5&E0$,1 7O%E&$33E'$1' $%$1'O1E',13/$&E )5O035O30$1HO/E $767$ =O1E $E )/OO'3/$,1 7E03O5$5< &O16758&7,O1E$6E0E17 6$1,7$5<6E:E5 E$6E0E17 CAUTION: EXISTING WATER AND SEWER LINE IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS /O7%/O&.$ ),6HE5$'',7,O1 'O&1O 35'&7 /O7%/O&.$ ),6HE5$'',7,O1 'O&1O 35'&7 /O7%/O&.$ ),6HE5$'',7,O1 'O&1O 35'&7 /)O)7H,&. 67EE/E1&$6E $1'%O5E 7E03O5$5< &O16758&7,O1E$6E0E17 6668686666 39&6E:E5# 3 9 & 6 E : E 5 # 39&6E:E5# 67$6E:E5/,1E$ &O16758&7 ',$0H :9E173,3,1*$%O9E<5 )/OO'E/E9$7,O1 :$7E57,*H7/,' 5,0 )/1: )/6 67$6E:E5/,1E$ &O16758&7 ',$0O1O/,7H,&$//< 35E&$67),%E5*/$66'5O30H 5,0 )/1 )/: )/6E67$6E:E5/$7$ 5E0O9EE;,67,1*/,)7 67$7,O1$1'&O11E&7 7OE;,67,1*39& )/E 67$6E:E5/$7$ &O16758&7 ',$'5O30H 5,0 )/: )/E 7E03O5$5< &O16758&7,O1E$6E0E17 6$1,7$5<6E:E5 E$6E0E17 E;,67,1*)O5&E0$,17O%E &$33E'$1'$%$1'O1E' E;,67,1*)O5&E0$,17O%E &$33E'$1'$%$1'O1E' E;,67,1*/,)767$7,O1$1' $66O&,$7E'E48,30E177O %E5E0O9E' 35O375E1&H'$0 6$1,7$5<6E:E5 E$6E0E17 7E03O5$5< &O16758&7,O1E$6E0E17 35,9$7E38%/,& 6E:E5/,1E$ E;,67,1* *5$'E 7H,&.67EE/ E1&$6E$1'%O5E 67$6E:E5/,1E$&O16758&7 ',$0H:9E173,3,1*$%O9E<5)/OO'E/E9$7,O1 :$7E57,*H7/,'5,0)/,1)/O87$335O;,0$7E <5)/OO' E/E9$7,O1§ $335O;,0$7E9E17 E/E9$7,O1§ $670)3639&# $670)3639&# $670)3639&# $335O;/O&$7,O1O) E;:$7E5/,1E&5O66,1* 67$ )/,1)/,1)/O875,0&O16758&7 ',$0O1O/,7H,&$//<35E&$67),%E5*/$66'5O30H67$6E:E5/$7$67$6E:E5/,1E$$335O;,0$7E <5)/OO' E/E9$7,O1§ $335O;,0$7E9E17 E/E9$7,O1§ 'O&1O35'&7;;OHEOHEOHE&%/&%/&%/&%/665E9,6,O161R'$7E6HEE7180%E5 35O-E&71O '$7E'5$:1%<6&$/E'E6,*1E'%<&HE&.E'%<:$55E13$5.:$<68,7E)5,6&O7;3HO1E:::.,0/E<HO51&O0-1&-1&$66HO:1.,0/E<HO51$1'$66O&,$7E6,1&)E%58$5< &,7<O)'E17O17E;$6-7H7E;$65E*,67E5E'E1*,1EE5,1*),50)Know what's below. before you dig.Call 5 %E1&H0$5.6 %0(6E7RQFRQFUHWHFXUEORFDWHGIHHW QRUWKZHVWIURPLQWHUVHFWLRQRI10DVFK%UDQFK5RDGDQG HDPSWRQ5RDG EOHYDWLRQ 6LWH%HQFKPDUN(6E7RQFRQFUHWHFXUEORFDWHG IHHWQRUWKRI:8QLYHUVLW\'ULYH86HZ\DQGIHHW ZHVWRI10DVFK%UDQFK5RDGLQHQWUDQFHRI)LVKHU)RRG 6XSSO\ EOHYDWLRQ 6LWH%HQFKPDUN(6E7RQVRXWKHDVWFRUQHURIFRQFUHWH FXUELQOHWORFDWHGIHHWZHVWRILQWHUVHFWLRQDW10DVFK %UDQFK5RDGDQG:8QLYHUVLW\'ULYH86HZ\ EOHYDWLRQ %$.E575$&7O))6,7E6E:E5 *5$3H,&6&$/E,1)EE7 &6E:E53/$1$1'35O),/E1O57H0$7&H/,1E67$0$7&H/,1E67$0$7&H/,1E67$0$7&H/,1E67$35O),/E6&$/E HO5,=O17$/ 9E57,&$/ 6 /E*E1' 35O3E57</,1E 35O3O6E'E$6E0E17 35O3O6E'6$1,7$5<6E:E5/,1E E;,67,1*O9E5HE$'3O:E5/,1E E;,67,1*&$%/E/,1E E;,67,1**$6/,1E E;,67,1*:$7E5/,1E E;,67,1*6$1,7$5<6E:E5/,1E E;,67,1*)/OO'3/$,1 $%$1'O1,13/$&E 35O3O6E'6$1,7$5<6E:E50$1HO/E660H 35O3O6E''O8%/E&/E$1O87 35O3O6E'&/E$1O87 E;,67,1*3O:E53O/E E;,67,1*),5EH<'5$17 E;,67,1*67O500$1HO/E E;,67,1*6$16:50$1HO/E E;,67,1*6,*1 5E0O9E$1'5E3/$&E*5$9E/'5,9E 3$9E0E17,035O9E0E1763E50$6&H %5$1&H5O$'3/$16%<.,0/E<HO51 66 ' 6 OH3 &%/ : 66 *$6 5E)E57O'E7$,/6)O56$1,7$5<6E:E50$1HO/E5E48,5E0E176 5E)E57O'E7$,/6)O575E1&H,1*%E'',1*%$&.),//$1'75E1&H &O03$&7,O15E48,5E0E176 0$1HO/E6 O5*5E$7E5,1'E37H6H$//%E0O1O/,7H,&$//<35E&$67 ),%E5*/$66 &O175$&7O56H$//,167$//9E17 $%O9E<E$5)/OO'E/E9$7,O1 3E5&,7<O)'E17O1'E7$,/6 &O175$&7O56H$//0$7&H0$1HO/E/,'7O),1,6HE'*5$'E ,7,67HE5E63O16,%,/,7<O)7HE&O175$&7O57OE1685E35O3E57,E6 $1'35O-E&7/,0,76$5E6E&85E'85,1*&O16758&7,O1$1'$77HE E1'O)E$&H'$<$1<5E0O9$/O)3E50$1E17)E1&E6$1'*$7E6 6H$//H$9E$7E03O5$5<)E1&E$1'$&&E66817,/7HE3E50$1E17 )E1&E$1'*$7E6&$1%E5E3/$&E'%<7HE&O175$&7O5 1O7E6 GGGX XXXXXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.PUBLIC DRAINAGE EASEMENT DOC. NO. 2012-30000 R.P.R.D.C.T.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS EXISTING PAVEMENT ZONE 'AE' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT ±51 LF OF 12" THICK 30" STEEL ENCASE AND BORE REMOVE AND REPLACE ±38 SY OF GRAVEL DRIVE LOT 2, BLOCK A FISHER 59 ADDITION DOC.NO. 2021-283 P.R.D.C.T. LOT 1, BLOCK A FISHER 59 ADDITION DOC.NO. 2018-527 P.R.D.C.T. CAUTION: EXISTING GAS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTSSSSSSSSS16' SANITARY SEWER EASEMENT 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 STA: 67+77.07 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±5 LF OF 8" PVC AT 0.33% 1 - 8" CAP AND PLUG FOR FUTURE CONNECTION RIM: 658.70 FL 18" (N): 647.66 FL 8" (E): 647.66 FL 18" (S): 647.56 STA: 63+01.59 SEWER LINE A = STA: 1+00.00 SEWER LAT A-2 CONSTRUCT: 5.0' DIA. MONOLITHICALLY PRECAST FIBERGLASS DROP MH RIM: 653.05 FL 18" (N): 644.05 FL 8" (W): 644.05 FL 18" (S): 643.95 STA: 67+44.22 SEWER LINE A CONSTRUCT: 5.0' DIA. MONOLITHICALLY PRECAST FIBERGLASS DROP MH RIM: 659.49 FL 18" (N): 647.37 FL 18" (S): 647.27 1+002+003+003+46STA: 3+46.08 SEWER LAT A-2 CONNECT TO EXISTING CLEANOUT FL 8" (E): 660.00 STA: 1+75.42 SEWER LAT A-2 CONSTRUCT: 4.0' DIA. MH RIM: 654.50 FL 8" (W): 648.94 FL 8" (E): 648.94 20' SANITARY SEWER EASEMENT CONTRACTOR TO REMOVE AND REPLACE FENCE AS NEEDED PROP. TRENCH DAM BORE UNDER PAVEMENT 20' SANITARY SEWER EASEMENT 25' TEMPORARY CONSTRUCTION EASEMENT PROP. TRENCH DAMPRIVATE PUBLIC SEWER LINE A 635 640 645 650 655 660 665 670 675 635 640 645 650 655 660 665 670 675 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 68+50 EXISTING GRADE 12" THICK 30" STEEL ENCASE AND BORE 18" ASTM F679 PS-115 PVC @ 0.42%RIM: 653.05CONSTRUCT:5.0' DIA. MONOLITHICALLYPRECAST FIBERGLASS DROP MHSTA: 1+00.00 SEWER LAT A-2STA: 63+01.59 SEWER LINE AFL 18" IN: 644.05FL 8" IN: 644.05FL 18" OUT: 643.9518" ASTM F679 PS-115 PVC @ 0 . 7 3 % 18" ASTM F679 PS-115 PVC @ 0.56% APPROXIMATE 100-YR FLOOD ELEVATION ≈ 658' APPROXIMATE VENT ELEVATION ≈ 659'FL 18" IN: 647.37FL 18" OUT: 647.27FL 18" IN: 647.66FL 8" IN: 647.66FL 18" OUT: 647.56STA: 67+44.22 SEWER LINE ACONSTRUCT:5.0' DIA. MONOLITHICALLYPRECAST FIBERGLASS DROP MHRIM: 659.49STA: 67+77.07 SEWER LINE ACONSTRUCT:5.0' DIA. MH±5 LF OF 8" PVC AT 0.33%1 - 8" CAP AND PLUG FORFUTURE CONNECTIONRIM: 658.70APPROX. LOCATION OF EX. GAS LINE CROSSING STA:67+31.00 :653.10 4.4'APPROX. LOCATION OF EX. GAS LINE CROSSING CROSSING STA:67+21.57 :653.70 APPROX. LOCATION OF EX. GAS LINE CROSSING CROSSING STA:67+18.79 :654.13 5.1'5.5'APPROX. LOCATION OF EX. GAS LINE CROSSING CROSSING STA:67+15.42 :638.90 7.1'60+00 XXXXXGAS GAS GAS GAS REMOVE AND REPLACE ±38 SY OF GRAVEL DRIVE CAUTION: EXISTING GAS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS 16' SANITARY SEWER EASEMENT 68+00 69+00 STA: 67+77.07 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±5 LF OF 8" PVC AT 0.33% 1 - 8" CAP AND PLUG FOR FUTURE CONNECTION RIM: 658.70 FL 18" (N): 647.66 FL 8" (E): 647.66 FL 18" (S): 647.56 18" PVC SEWER @ 0.38%REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.09SEWER PLAN ANDPROFILENORTHMATCH LINE STA60+00MATCH LINE STA68+50MATCH LINE STA60+00MATCH L INE STA68+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES G XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX660 656656 657 657 658 658 659 659 661 XXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT REMOVE AND REPLACE ±38 SY OF GRAVEL DRIVE REMOVE AND REPLACE ±92 SY OF GRAVEL DRIVE EXISTING GRAVEL PAVEMENT CAUTION: EXISTING GAS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO ±117 CY OF PROPOSED 12" RIPRAP (GROUTED) CHANNEL PROTECTION SSSS16' SANITARY SEWER EASEMENT 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 18" PV C S E W E R @ 0 . 3 8 % STA: 72+16.50 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 657.43 FL 18" (N): 649.43 FL 18" (S): 649.33 STA: 74+27.00 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 658.62 FL 18" (N): 650.33 FL 18" (S): 650.23 STA: 67+77.07 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±5 LF OF 8" PVC AT 0.33% 1 - 8" CAP AND PLUG FOR FUTURE CONNECTION RIM: 658.70 FL 18" (N): 647.66 FL 8" (E): 647.66 FL 18" (S): 647.56 18" PVC SEWER @ 0.38% PROP. TRENCH DAM PROP. TRENCH DAM SEWER LINE A 635 640 645 650 655 660 665 670 675 635 640 645 650 655 660 665 670 675 68+50 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 EXISTING GRADESTA: 74+27.00 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 658.62STA: 72+16.50 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 657.43FL 18" IN: 650.33FL 18" OUT: 650.23FL 18" IN: 649.43FL 18" OUT: 649.33APPROXIMATE 100-YR FLOOD ELEVATION ≈ 661' APPROXIMATE VENT ELEVATION ≈ 662' APPROXIMATE VENT ELEVATION ≈ 662' 18" SDR-35 PVC @ 0.38%18" ASTM F679 PS-115 PVC @ 0.38% 18" ASTM F679 PS-115 PVC @ 0.42% 18" ASTM F679 PS-115 PVC @ 0.38% G XXXGAS 77+00 XXXGAS GAS GAS REMOVE AND REPLACE ±38 SY OF GRAVEL DRIVE CAUTION: EXISTING GAS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TOSS16' SANITARY SEWER EASEMENT 68+00 69+00 STA: 67+77.07 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±5 LF OF 8" PVC AT 0.33% 1 - 8" CAP AND PLUG FOR FUTURE CONNECTION RIM: 658.70 FL 18" (N): 647.66 FL 8" (E): 647.66 FL 18" (S): 647.56 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.10SEWER PLAN ANDPROFILENORTHMATCH LINE STA68+50MATCH LINE STA77+00CALLED 95.584 ACRES JOHN KARVOUNIARIS INST.NO. 2003-207512 O.R.D.C.T.MATCH LINE STA77+00MATCH L INE STA68+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES G W S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX OHEOHEOHEOHEOHETT667XXXXXXXXXXXXXXXXX XXXXXXXX 16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.16' UTILITY EASEMENTCAB. N, SL. 230P.R.D.C.T.PUBLIC UTILITY EASEMENT DOC. NO. 2002-113753 O.R.D.C.T. 16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T. GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FIB FIB FIBFIBUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEZONE 'AE' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 16.4' SANITARY SEWER EASEMENT REMOVE AND REPLACE ±41 SY OF GRAVEL DRIVE REMOVE AND REPLACE ±2547 SY OF GRAVEL DRIVE EXISTING GRAVEL PAVEMENT LOT 2, BLOCK 1 MARRIOTT GARDENS ADDITION CAB.N, SL. 230 P.R.D.C.T. CALLED 95.584 ACRES JOHN KARVOUNIARIS INST.NO. 2003-207512 O.R.D.C.T. CAUTION: EXISTING GAS AND ELECTRIC LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS EXISTING LIFT STATION TO BE ABANDONED WITH THIS PROJECT.S25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT EXISTING SEWER FORCE MAIN TO BE ABANDONED WITH THIS PROJECT. SEE SHEET C13.13 FOR DETAILS.S77+00 78+00 79+00 80+00 81+00 82+0083+0084+0085+0018" PVC SEWER @ 0.42% STA: 81+46.51 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 661.79 FL 18" (E): 653.45 FL 18" (S): 653.35 18" PVC SEWER @ 0.42%PROP. TRENCH DAM SEWER LINE A 640 645 650 655 660 665 670 675 680 640 645 650 655 660 665 670 675 680 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 85+50 EXISTING GRADE FL 18" IN: 653.45FL 18" OUT: 653.35STA: 81+46.51 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 661.79APPROXIMATE 100-YR FLOOD ELEVATION ≈ 664' APPROXIMATE VENT ELEVATION ≈ 665' 18" ASTM F679 PS-115 PVC @ 0.42% 18" ASTM F679 PS-115 PVC @ 0.42% APPROX. LOCATION OF EX. GAS LINE CROSSING CROSSING STA:81+88.95 :657.15 2.0'XX16' UTILITY EASEMENTCAB. N, SL. 230FIBUGE85+00XXXGAS 77+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.11SEWER PLAN ANDPROFILENORTHMATCH LINE STA77+00MATCH LINE STA85+50MATCH LINE STA77+00MATCH LINE STA 85+50 PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL S LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE GG U WW T T T W TT XXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEXXXXXW T U T T TT T T T OHEOHEOHEXXXGASGASGASGASGASGASGASGASGASGASGASCBLCBL670 675 675668 669 671 672 673673673 674 674676676 677X GASGASGASXXX X XXXOHEOHEOHEX X XXXXXXXXXXXXXXXXXXXXXX16' UTILITY EASEMENT CAB. N, SL. 230 16' DRAINAGE EASEMENT CAB. N, SL. 230 P.R.D.C.T. PUBLIC UTILITY EASEMENT DOC. NO. 2002-128834 O.R.D.C.T. UGE UGE UGE UGE UGE UGE UGE FIB FIB FIB FIB CBL CBL CBL CBLFIBFIB FIB FIB CBLCBL CBL CBL FIB FIB FIB FIB FIB FIB CBLCBL CBL CBL CBL CBL CBL FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLCBLFIBFIBFIBFI B FI B GASGASGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION25' TEMPORARY CONSTRUCTION EASEMENT 16.4' SANITARY SEWER EASEMENT REMOVE AND REPLACE ±2547 SY OF GRAVEL DRIVE MASCH BRANCH ROADHAMPTON ROAD LOT 1, BLOCK 1 MARRIOTT GARDENS ADDITION CAB. N, SL. 230 P.R.D.C.T. CAUTION: EXISTING GAS, WATER, ELECTRIC, FIBER OPTIC, AND TELECOMMUNICATIONS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS CALLED 345.47 ACRES BAKER 345, LLC INST.NO. 2021-114014 O.R.D.C.T. LOT 2, BLOCK 1 MARRIOTT GARDENS ADDITION CAB.N, SL. 230 P.R.D.C.T. REMAINDER FROM CALLED 100 ACRES DNJJ7 FAMILY LP DOC.NO. 2020-158388 O.R.D.C.T. REFERENCE MASCH BRANCH ROAD IMPROVEMENT PLAN SET BY KIMLEY-HORN FOR PAVEMENT IMPROVEMENTS S S S EXISTING SEWER FORCE MAIN TO BE ABANDONED WITH THIS PROJECT. SEE SHEET C13.13 FOR DETAILS. S S S EXISTING GATE TO BE REMOVED. NEW GATE TO BE ADDED AT COMPLETION OF THE PROJECT. 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+0093+00STA: 91+42.76 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±80 LF (E) OF 18" ASTM F679 PS-115 PVC @ 0.42% END & PLUG RIM: 676.45 FL 18" (N): 657.80 FL 18" (W): 657.70 STA: 93+29.63 SEWER LINE A CONSTRUCT: 5.0' DIA. MH ±10 LF (E) OF 18" ASTM F679 PS-115 PVC @ 0.42% END & PLUG RIM: 676.26 FL 18" (N): 658.69 FL 18" (S): 658.59 STA: 93+39.64 SEWER LINE A CONSTRUCT: END & PLUG RIM: 660.34 FL 18" (S): 658.73 PROPOSED 18" STUB NORTHING: 7137222.69 EASTING: 2367269.50 STA: 86+44.63 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 668.05 FL 18" (E): 655.63 FL 18" (W): 655.53 SEWER LINE A 650 655 660 665 670 675 680 685 690 650 655 660 665 670 675 680 685 690 85+50 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 95+50 EXISTING GRADE STA: 91+42.76 SEWER LINE ACONSTRUCT:5.0' DIA. MH±80 LF (E) OF 18" ASTM F679PS-115 PVC @ 0.42%END & PLUGRIM: 676.45STA: 93+29.63 SEWER LINE ACONSTRUCT:5.0' DIA. MH±10 LF (E) OF 18" ASTM F679PS-115 PVC @ 0.42%END & PLUGRIM: 676.26STA: 93+39.64 SEWER LINE ACONSTRUCT:END & PLUGRIM: 660.34FL 18" IN: 657.80FL 18" IN: 657.80FL 18" OUT: 657.70FL 18" IN: 658.69FL 18" OUT: 658.59FL 18" OUT: 658.7318" ASTM F679 PS-115 PVC @ 0.42% 18" ASTM F679 PS-115 PVC @ 0.42% 18" ASTM F679 PS-115 PVC @ 0.42%STA: 86+44.63 SEWER LINE ACONSTRUCT:5.0' DIA. MHRIM: 668.05FL 18" IN: 655.63FL 18" OUT: 655.53APPROX. LOCATION OF EX. GAS LINE CROSSING CROSSING STA:91+15.78 :669.44 10.3'XOHEXFIB UGE 85+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.12SEWER PLAN ANDPROFILES LEGEND PROPERTY LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING FLOODPLAIN ABANDON IN PLACE PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED DOUBLE CLEAN-OUT PROPOSED CLEAN-OUT EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN REMOVE AND REPLACE GRAVEL DRIVE PAVEMENT IMPROVEMENTS PER MASCH BRANCH ROAD PLANS BY KIMLEY-HORN SS D S OHP CBL W SS GAS 1.REFER TO DETAILS FOR SANITARY SEWER MANHOLE REQUIREMENTS. 2.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 3.MANHOLES 20' OR GREATER IN DEPTH SHALL BE MONOLITHICALLY PRECAST FIBERGLASS. 4.CONTRACTOR SHALL INSTALL VENT 1' ABOVE 100-YEAR FLOOD ELEVATION PER CITY OF DENTON DETAILS. 5.CONTRACTOR SHALL MATCH MANHOLE LID TO FINISHED GRADE. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. NOTES NORTH MATCH LINE STA85+50CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY.MATCH LINE STA85+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL TT W SXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T TTT670667668 669 671 672XXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEFIBFIBFIBFIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB CBL CBL CBL CBL CBL CBL CBLCBLFIBFIBFIBFIB FIB FIB FIB FIB FIB CBLCBLCBL CBL CBL FIB FIB FIB FIB FIB FIB UGE UGE UG E UG E U G E UG E UG E U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE PUBLIC UTILITY EASEMENT DOC. NO. 2002-113753 O.R.D.C.T. 16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.OHEOHEOHEOHEOHEOHEOHEOHEOHEU WW T T T W XXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOH E OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEX XXXXT U T T T T OHEOHEOHEGASGASGASGASGASGASGASGASCBL675 673 674 676 X X GASGASGASGASX X X X X XXXXXOHEOHEOHEOHEOHEX X XXXXXXXXXXXXXXXXXXXXXXXXXUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUG EUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE CBL CBL CBL CBL FIB FIB FIB FIB FIB FIB FIB FIB CBLCBLCBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLCBLCBLFI B FI B FI B FI B FI B GASGASGASGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEPUBLIC UTILITY EASEMENT DOC. NO. 2002-128834 O.R.D.C.T. CAUTION: EXISTING GAS, WATER, ELECTRIC, FIBER OPTIC, AND TELECOMMUNICATIONS LINES IN THE AREA. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS 672 FIB UGE XOHEXUGE CBL FIB REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928Know what's below. before you dig.Call R CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKER TRACTOFFSITE SEWERC13.13LIFT STATIONABANDONMENT &SALVAGE PLANLEGEND NOTES: 1.ALL HARDWARE ITEMS ARE TO BE SALVAGED AND DELIVERED TO THE PUBLIC WORKS BUILDING INCLUDING THE CONTROL PANEL. 2.ALL ITEMS REMOVED THAT ARE NOT DELIVERED TO THE PUBLIC WORKS BUILDING SHALL BE PROPERLY DISPOSED OF OFF-SITE. 3.THE DIRECTOR OF PUBLIC WORKS SHALL BE CONSULTED ON WHAT SHALL BE DELIVERED TO THE PUBLIC WORKS BUILDING. 4.ALL PIPING INDICATED TO BE REMOVED SHALL BE PROPERLY DISPOSED OF OFF-SITE. 5.MASCH BRANCH LIFT STATION TAKEN FROM MARRIOTT GARDENS ADDITION PLANS DATED 2/24/1997 BY HAMMETT & NASH, INC. 6.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING WET WELL, APPURTENANCES, AND FORCE MAIN PRIOR TO CONSTRUCTION. 7.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. 0 GRAPHIC SCALE IN FEET 201020 40 NORTH MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY WARREN PARKWAY SUITE )RISCO T; PHONE WWW.KIMLEYHORN.COMJNCJNCAS SHOWN KIMLEYHORN AND ASSOCIATES INC.)EBRUARY CITY O) DENTON TE;ASJTHTE;AS REGISTERED ENGINEERING )IRM )Know what's below. before you dig.Call R CAUTION THE CONTRACTOR SHALL )IELD VERI)Y THE HORI=ONTAL AND VERTICAL LOCATIONS O) ALL E;ISTING UTILITIES PRIOR TO START O) CONSTRUCTION AND SHALL NOTI)Y THE CONSTRUCTION MANAGER AND ENGINEER O) ANY CON)LICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE )OR PROTECTING E;ISTING UTILITIES SHOWN OR NOT SHOWN WITHIN SCOPE O) CONSTRUCTION . I) ANY E;ISTING UTILITIES ARE DAMAGED THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN E;PENSE. CALL AT LEAST HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. BENCHMARKS BM ( SET oQ FoQFUHWH FXUE OoFDWHG IHHW QoUWKZHVW IUoP LQWHUVHFWLoQ oI N. MDVFK BUDQFK RoDG DQG HDPSWoQ RoDG. EOHYDWLoQ . SLWH BHQFKPDUN ( SET oQ FoQFUHWH FXUE OoFDWHG IHHW QoUWK oI W. UQLYHUVLW\ DULYH US HZ\ DQG IHHW ZHVW oI N. MDVFK BUDQFK RoDG LQ HQWUDQFH oI )LVKHU )ooG SXSSO\. EOHYDWLoQ . SLWH BHQFKPDUN ( SET oQ VoXWKHDVW FoUQHU oI FoQFUHWH FXUE LQOHW OoFDWHG IHHW ZHVW oI LQWHUVHFWLoQ DW N. MDVFK BUDQFK RoDG DQG W. UQLYHUVLW\ DULYH U.S. HZ\ . EOHYDWLoQ . BAKER TRACTO))SITE SEWERC.LI)T STATIONABANDONMENT SALVAGE PLANNOTES .ALL HARDWARE ITEMS ARE TO BE SALVAGED AND DELIVERED TO THE PUBLIC WORKS BUILDING INCLUDING THE CONTROL PANEL. .ALL ITEMS REMOVED THAT ARE NOT DELIVERED TO THE PUBLIC WORKS BUILDING SHALL BE PROPERLY DISPOSED O) O))SITE. .THE DIRECTOR O) PUBLIC WORKS SHALL BE CONSULTED ON WHAT SHALL BE DELIVERED TO THE PUBLIC WORKS BUILDING. .ALL PIPING INDICATED TO BE REMOVED SHALL BE PROPERLY DISPOSED O) O))SITE. .IT IS THE RESPONSIBILITY O) THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END O) EACH DAY. ANY REMOVAL O) PERMANENT )ENCES AND GATES SHALL HAVE A TEMPORARY )ENCE AND ACCESS UNTIL THE PERMANENT )ENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SCALE NOT TO SCALE DETAIL VOID BACK)ILL SEWER LAT A-2 635 640 645 650 655 660 665 670 675 635 640 645 650 655 660 665 670 675 0+50 1+00 2+00 3+00 4+00 EXISTING GRADE SEWER LAT A-1 625 630 635 640 645 650 655 660 665 625 630 635 640 645 650 655 660 665 0+50 1+00 2+00 3+00 EXISTING GRADE REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWNBYSCALEDESIGNEDBY CHECKEDBY6160WARRENPARKWAY,SUITE210,FRISCO,TX75034PHONE:972-335-3580WWW.KIMLEY-HORN.COMJNCJNCASSHOWN©2026KIMLEY-HORNANDASSOCIATES,INC.FEBRUARY 2026 063248015CITYOFDENTON,TEXASJTHTEXASREGISTEREDENGINEERINGFIRMF-928Know what's R BENCHMARKS BM #61 - "(" SET, on concrete curb located ±47 feet northwest from intersection of N. Masch Branch Road and Hampton Road. Elevation: 676.76' Site Benchmark - "(" SET, on concrete curb located ±950 feet north of W. University Drive (US Hwy 380) and ± 984 feet west of N. Masch Branch Road in entrance of Fisher 59 Food Supply. Elevation: 669.09' Site Benchmark - "(" SET, on southeast corner of concrete curb inlet located ± 850 feet west of intersection at N. Masch Branch Road and W. University Drive (U.S. Hwy 380). Elevation: 6658.86'BAKERTRACTOFFSITESEWERPROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL C13.15PRIVATESEWERLATERALPROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG S G G G XXGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEXXXXXXXGASX XXXXXCONCRETEPAVEMENTCONCRETEPAVEMENTGRAVEL 650 646 647 648 649 X XXXXXGASUGEFIBFIBFIBFIBFIBFIB FIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLGAS FIBFIBSF LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF XXXXGASSF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.01EROSION CONTROL PLANNORTHCAUTION!! CALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 26.39 ACRES KENNETH AND GWYNDA BAHNSEN LIVING TRUST DATED NOBEMBER 4, 2019 INST.NO. 2019-141473 O.R.D.C.T. CALLED 340.469 NET ACRES CITY OF DENTON, TEXAS INST.NO. 2016-143882 O.R.D.C.T.MATCH LINE STA9+00475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXX XMETAL BUILDING645 646 XXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSF LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF XGASSFSSX XXXXXXX XXXSF SF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERC17.02EROSION CONTROL PLANNORTHCALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 20.038 ACRES DLK FAMILY, L.P. INST.NO. 2021-214602 O.R.D.C.T. 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE STA9+00MATCH LINE STA17+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG XXXXXXXXXXXXXXXXXXXXXX642 643 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSF LD 641 644 645 644 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SSXGASSF SFSS XGASSF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERC17.03EROSION CONTROL PLANNORTHCALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 11.3136 ACRES LESLIE A. PORTER, et ux CLERK'S FILE NO. 95-R0054830 O.R.D.C.T. CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. 0 GRAPHIC SCALE IN FEET 402040 80 MATCH LINE STA17+50MATCH LINE STA26+00475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG GXXXXXXXXXXXXXXXXXXXX XXX645 643644 646 647 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSF LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSSXGASGASSFSFSSXGASSF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.04EROSION CONTROL PLANNORTHCALLED 19.109 ACRES MARK E. COLE , et ux VOL.4750, PG. 737 O.R.D.C.T. CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. TRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T.MATCH LINE STA26+00MATCH LINE STA 34+50 475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS X X X X X X X X X X X XXXXXXXX 645 64 6 647 64 8 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SF LD 650 649 650649 SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSSCALLED 1.50 ACRESSFSF SSX GAS GAS GASSF SF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.05EROSION CONTROL PLANNORTH CALLED 28.756 ACRES JACK VANDERHOFF, et ux VOL.551, PG. 4 O.R.D.C.T. TRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T. CALLED 1.50 ACRES ROBERT J. BICKHAM SR. INST.NO. 2020-43992 O.R.D.C.T. MATCH LINE STA 43+00 MATCH LINE STA34+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXX X X X X X X X 645 645645645645645 642 642 643 643 644 644 646 646 646 646 OHEOHEOHEOHEOHECALLED 1.50 ACRESX X X X X X X X CBLCBLCBLCBLCBLCBLCBLUS HIGHWAY 380 LD SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSSSSUS HIGHWAY 380 SF SSSF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.06EROSION CONTROL PLANNORTHTRACT I (CALLED 30.382 ACRES) JAY D. ROGERS VOL.5326, PG. 5728 O.R.D.C.T. CALLED 2.374 ACRES DANIEL AND LAURA KRESS FAMILY LIVING TRUST dated April 16, 2009 INST.NO. 2017-145668 O.R.D.C.T. TRACT 3 LAURA M. BICKHAM INST.NO. 2015-84474 O.R.D.C.T. TRACT II (CALLED 1.381 ACRES) DLK MAMAGEMENT, L.L.C. INST.NO. 2023-48071 O.R.D.C.T.MATCH LINE STA43+00MATCH LINE STA51+50CALLED 1.50 ACRES ROBERT J. BICKHAM SR. INST.NO. 2020-43992 O.R.D.C.T. 475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHEOHEOHEOHE OHEOHEOHE650655649651652653654656657657658658650 655 660 651 652 653 654 656657658659 661 662 663 20' PUBLIC UTILITY EASEMENT DOC. 2021-283 P.R.D.C.T. US HIGHWAY 380 LOT 2, BLOCK A FISHER 59 ADDITION DOC.NO. 2021-283 P.R.D.C.T. LOT 2, BLOCK A FISHER 59 ADDITION DOC.NO. 2021-283 P.R.D.C.T. LD SF SF SF SF SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SSSF SSSSSSSSSXXOHEOHEOHECBLCBLCBLCBLUS HIGHWAY 380SFSFSFSF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.07EROSION CONTROL PLANNORTHMATCH LINE STA60+00MATCH LINE STA51+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGX XXXCONCRETEPAVEMENT665 666 667 668 669 16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.PUBLIC DRAINAGE EASEMENT DOC. NO. 2012-30000 R.P.R.D.C.T.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS EXISTING PAVEMENT LOT 2, BLOCK A FISHER 59 ADDITION DOC.NO. 2021-283 P.R.D.C.T. LOT 1, BLOCK A FISHER 59 ADDITION DOC.NO. 2018-527 P.R.D.C.T. LD SF 655656 657658 659660661662663664665666667668 661 660 659 658 657 656 655 654 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SSSSSSSSGGGX XXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS SF SF SF SF SF SS650 655 660 665 651 652 653 654 656657658659 661662 663 664 666 667 668 669 SF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.08EROSION CONTROL PLANNORTHMATCH LINE STA60+00MATCH L INE STA68+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG GGGX XXXXXXXXXXXXXXXXXXXXXXXXXXXCONCR E T E BRIDGE GRAVEL GRAVEL XXXXXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GAS GAS GAS EXISTING GRAVEL PAVEMENT LD SF 660 659 658 657 656 655 654 654 653 656655 657658 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SSXXXGRAVEL XXGAS SFSSSS SSSGGGX XXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 660 659 658 657 656 655 654 SF SF SF SF SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.09EROSION CONTROL PLANNORTHLOT 2, BLOCK 1 MARRIOTT GARDENS ADDITION CAB.N, SL. 230 P.R.D.C.T. CALLED 95.584 ACRES JOHN KARVOUNIARIS INST.NO. 2003-207512 O.R.D.C.T.MATCH LINE STA77+00MATCH L INE STA68+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHETGRAVEL GRAVEL 660 656656 657 657 658 658 659 659 661 XXXXXXXXXXXXXXXXXXXXXXXXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T. PUBLIC UTILITY EASEMENT DOC. NO. 2002-113753 O.R.D.C.T. 16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T. GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FIB FIB UGEUGEUGEUGEUGEUGEUGEUGEUGEEXISTING GRAVEL PAVEMENT LOT 2, BLOCK 1 MARRIOTT GARDENS ADDITION CAB.N, SL. 230 P.R.D.C.T. CALLED 95.584 ACRES JOHN KARVOUNIARIS INST.NO. 2003-207512 O.R.D.C.T. LD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSSX OHET667 X FIB UGE66 6 SFSFSSXXXGRAVEL XXGAS SF REVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.10EROSION CONTROL PLANNORTHMATCH LINE STA77+00MATCH LINE STA 85+50 475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE S S WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE GG U WW T T T W TT W XXXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEXXXXXW T U T T TT T T T GRAVEL T OHEOHEOHEXXGASGASGASGASGASGASGASGASGASGASCBLCBL670 675 675667668 669 671 672 673673673 674 674676676 677GRAVEL CONCRETE PAVEMENT X GASGASGASXX X XXXOHEOHEOHEX X XXXXXXXXXXXXXXXXXXXXXXXXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T. 16' DRAINAGE EASEMENT CAB. N, SL. 230 P.R.D.C.T. PUBLIC UTILITY EASEMENT DOC. NO. 2002-128834 O.R.D.C.T. UGE UGE UGE UGE UGE UGE FIBFIBFIB FIB FIB FIB FIB FIB CBL CBL CBL CBLFIBFIB FIB FIB CBLCBL CBL CBL FIB FIB FIB FIB FIB FIB CBLCBL CBL CBL CBL CBL CBL FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLCBLFIBFIBFIBFI B FI B GASGASGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE MASCH BRANCH ROADHAMPTON ROAD LOT 1, BLOCK 1 MARRIOTT GARDENS ADDITION CAB. N, SL. 230 P.R.D.C.T.CALLED 345.47 ACRES BAKER 345, LLC INST.NO. 2021-114014 O.R.D.C.T. LOT 2, BLOCK 1 MARRIOTT GARDENS ADDITION CAB.N, SL. 230 P.R.D.C.T. REMAINDER FROM CALLED 100 ACRES DNJJ7 FAMILY LP DOC.NO. 2020-158388 O.R.D.C.T. LDSF 666667 668669SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSSSSXXXXOHE OHE T XXXXFIBFIBUG E U G E UGE SF SFSFREVISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER0 GRAPHIC SCALE IN FEET 402040 80 C17.11EROSION CONTROL PLANNORTH MATCH LINE STA85+50475 475 SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION LEGEND SF IP LD 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. VEGETATIVE STABILIZATION REQUIREMENTS SURFACE PREPARATION FOR TEMPORARY SEEDING 1. INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2. FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3. ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1. WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2. APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3. EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 4.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 5.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPERTIES AND PROJECT LIMITS ARE SECURE DURING CONSTRUCTION AND AT THE END OF EACH DAY. ANY REMOVAL OF PERMANENT FENCES AND GATES SHALL HAVE A TEMPORARY FENCE AND ACCESS UNTIL THE PERMANENT FENCE AND GATES CAN BE REPLACED BY THE CONTRACTOR. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY WARREN PARKWAY SUITE )RISCO T; PHONE WWW.KIMLEYHORN.COMJNCJNCAS SHOWN KIMLEYHORN AND ASSOCIATES INC.)EBRUARY CITY O) DENTON TE;ASJTHTE;AS REGISTERED ENGINEERING )IRM )BAKER TRACTO))SITE SEWERC.EROSION CONTROLDETAILS C18.01CONSTRUCTIONDETAILSRE9ISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER C18.02CONSTRUCTIONDETAILSRE9ISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER C18.03CONSTRUCTIONDETAILSRE9ISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER C18.04CONSTRUCTIONDETAILSRE9ISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER C18.05CONSTRUCTIONDETAILSRE9ISIONSNR.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2026 KIMLEY-HORN AND ASSOCIATES, INC.FEBRUARY 2026 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWER