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HomeMy WebLinkAbout25-2307Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 8 FEES FOR ACTUAL DAMAGES (BUT EXPRESSLY EXCLUDING CONSEQUENTIAL, SPECULATIVE OR OTHER SPECIAL DAMAGES), ACTUALLY INCURRED BY ANY CITY INDEMNITEES TO THE EXTENT ARISING OUT OF A BREACH OF THIS AGREEMENT BY THE DEVELOPER. THE INDEMNITY OBLIGATIONS IN THIS SECTION 3.15 SHALL TERMINATE UPON ANY TERMINATION OF THIS AGREEMENT, AND FURTHER, DEVELOPER’S AGGREGATE LIABILITY UNDER THIS SECTION 3.15 SHALL NOT EXCEED THE AMOUNT OF DEVELOPER’S SHARE. 3.16 Counterparts. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. The signature pages from one or more counterparts may be removed from such counterparts and such signature pages all attached to a single instrument so that the signatures of all Parties may be physically attached to a single document. 3.17 Non-Appropriation. Notwithstanding any provisions contained herein, the obligations of the City under this Agreement are expressly contingent upon the availability of funding for each item and obligation contained herein. The City has appropriated funds for the project in the current fiscal year, however, the Developer shall not have a right of action against the City in the event the City is unable to fulfill its obligations under this Agreement as a result of lack of sufficient funding for any item or obligation from any source utilized to fund this Agreement or failure to budget or authorize funding for this Agreement during the current or future fiscal years. If the City is unable to fulfill its obligations under this Agreement as a result of lack of sufficient funding, or if funds become unavailable, the City, at its sole discretion, may provide funds from a separate source or may terminate this Agreement by written notice at the earliest possible time prior to the end of its fiscal year. 3.18 Effective Date. The Effective Date of this Agreement shall be the date signed by the last Party whose signature makes this Agreement fully executed. 3.19 Incorporation. The recitals in the preamble above are hereby incorporated in their entirety as if fully set out herein. 3.20 Form 1295 Certificate of Interested Parties. Prior to execution of this Agreement, Developer agrees to file with the City, pursuant to Texas Government Code Section 2252.908, a signed and completed Texas Ethics Commission (“TEC”) Form 1295 and a certification of filing with the TEC, if required by law. 3.21 Statutory Verifications. 3.21.1 Pursuant to Section 2270.002 of the Texas Government Code, the Developer hereby (i) represents that it does not boycott Israel and (ii) subject to or as otherwise required by applicable federal law, including without limitation 50 U.S.C. Section 4607, agrees it will not boycott Israel during the term of this Agreement. As used in the Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 9 immediately preceding sentence, “boycott Israel” shall have the meaning given such term in Section 2270.001 of the Texas Government Code. 3.21.2 The Developer hereby represents that (i) it does not engage in business with Iran, Sudan, or any foreign terrorist organization and (ii) it is not listed by the Texas Comptroller under Section 2252.153 of the Texas Government Code as a company known to have contracts with or to provide supplies or services to a foreign terrorist organization. As used in the immediately preceding sentence, “foreign terrorist organization” shall have the meaning given such term in Section 2252.151 of the Texas Government Code. 3.21.3 Developer acknowledges that, in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains written verification from the company that it (1) does not boycott energy companies and (2) will not boycott energy companies during the term of the contract. The terms “boycott energy company” and “company” shall have the meanings ascribed to those terms in Section 809.001 of the Texas Government Code. By signing this Agreement, Developer certifies that Developer’s signature provides written verification to the City that Developer (1) does not boycott energy companies and (2) will not boycott energy companies during the term of this Agreement. Failure to meet or maintain the requirements under this provision will be considered a material breach. 3.21.4 Developer acknowledges that in accordance with Chapter 2274 of the Texas Government Code, City is prohibited from entering into a contract with a company for goods or services unless the contract contains written verification from the company that it (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association and (2) will not discriminate during the term of the Agreement against a firearm entity or firearm trade association. The terms “discriminate against a firearm entity or firearm trade association,” “firearm entity” and “firearm trade association” shall have the meanings ascribed to those terms in Chapter 2274 of the Texas Government Code. By signing this Agreement, Developer certifies that Developer’s signature provides written verification to the City that Developer (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association and (2) will not discriminate during the term of the Agreement against a firearm entity or firearm trade association. Failure to meet or maintain the requirements under this provision will be considered a material breach. 3.21.5 Notwithstanding any other provision of this Agreement to the contrary, the City of Denton may terminate this Agreement immediately without any further liability if the City of Denton determines, in its sole judgment, that this Agreement meets the requirements under Chapter 2275 of the Texas Government Code and Developer is, or will be in the future, (i) owned by or the majority of stock or other ownership interest of the company is held or controlled by individuals who are citizens of China, Iran, North Korea, Russia, or any other designated country; (ii) directly controlled by the Government of China, Iran, North Korea, Russia, or any other designated country; or (iii) is headquartered in China, Iran, North Korea, Russia, or any other designated country. Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Kristi Fogle, Interim City Secretary Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Director Development Services 5/14/2026 5/14/2026 Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGAS ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||HAMPTON ROADMASCH BRANCH ROAD LOVERS LANE FUT U R E L O O P 2 8 8 US HWY 380MASCH BRANCH ROADJIM CHRISTAL ROADJIM CHRISTAL ROADS WESTERN BOULEVARD 1173Denton, TexasMay 2024DWG NAMEK:\FRI_CIVIL\063248001 - BAKER TRACT - RM SQUARED\CAD\PRELIMINARY\EXHIBITS\PLANSHEETS\SEWER LAYOUT.DWGLAST SAVED5/27/2024 11:03 PM6160 Warren Parkway, Suite 210Frisco, Texas 75034972-335-3580State of Texas Registration No. F-928NOTES:1. THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THEBENEFIT OF A SURVEY OR CONTACT WITH THE CITY, COUNTY, ETC.2. AERIAL IMAGE BY NEARMAP, COPYRIGHT 2021NORTHExhibit BDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C1.01 JUNE 2025 BAKER TRACT OFFSITE SEWER CITY OF DENTON JIM 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 below. before you dig.Call 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 06/11/2025 PLANS SUBMITTAL/REVIEW LOG BAKER TRACT OFFSITE SEWER - 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 MONARCH HWYMASCH BRANCH RDN WESTERN BLVDJIM CRYSTAL RD HAMPTON RDMASCH BRANCH RDGENERAL 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 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 COD GENERAL NOTESC2.02 06/11/2025 06/11/2025 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 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 06/11/2025 C13.13 C13.14 LIFT STATION ABANDONMENT & SALVAGE PLAN LIFT STATION ABANDONMENT & SALVAGE PLAN 06/11/2025 06/11/2025 C17.12 EROSION CONTROL DETAILS 06/11/2025 Exhibit B Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERC2.01GENERAL NOTESKH GENERAL NOTES OVERALL: 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED. 2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY. 3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS. 4.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS. 6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY. 7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW. 8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING. 9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL. 10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION. 14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES. 15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY. 16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING 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. 17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED. 18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT. 19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM. 21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES. 22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION. 23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE. 25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES. 26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. 28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR. 29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING FOOTPRINT. 30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS. 31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH) BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITS FINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANY DIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY. 32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING. 34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR. 38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER. 39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER. 40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER, INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT. 41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATED DURING CONSTRUCTION. 42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. 45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS. 47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS. 48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONS AND LOCATIONS. 49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES. 50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING. 52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING. 53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS. 54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN. 55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS. 56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION. EROSION CONTROL: 1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000”. 3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE. 4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE. 6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE. 7.AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS. 8.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED. 9.CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING. 10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN. 12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER. 13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY. 14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS. 15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY. 16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS. 17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP. 18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10 ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED. 19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR. 20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE. 21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE. 22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES. 23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER. 24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY 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: 1.CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000. 3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI). 5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 6.A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE. DEMOLITION: 1.KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. 2.KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES. 3.THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITION PLAN: a.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER, b.ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER, c.GEOTECHNICAL REPORT PROVIDED BY THE OWNER. d.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE. 5.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. 6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY. 7.KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. 8.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED. GRADING: 1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY. 3.UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENT SURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION. 4.PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE. 5.PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 6.ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN. 7.CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENT SECTION. 8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER. 9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE. 11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'S APPROVAL TO DO SO. 14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL. 15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED. 17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF. 18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS. 19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING. 21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD. 24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION. 26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. 27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION. 28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER. 29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. 30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT. 31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREES TO BE REMOVED AND PRESERVED. 32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMED IN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S). 33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM. 34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED. 35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED. RETAINING WALLS: 1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP AND BOTTOM OF THE WALL. 2.RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER. 3.RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE PERFORMED BY A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET. 4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT BUILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES. 5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS. PAVING: 1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION/DETAIL SHALL BE FOLLOWED. 2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING ALL ADDENDA. 3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THAN THOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED. 4.ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING. 6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVING SUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 7.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAIL AND SPECIFICATIONS. 9.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS, LATEST EDITION. 11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. 12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION. 13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED 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. 14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT. 15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT. 16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL STANDARDS. 17.ALL JOINTS SHALL EXTEND THROUGH THE CURB. 18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 19.CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK. 20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT. 21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS. 22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED. 23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OF PAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED. 24.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS, AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPE COMPLIANCE ISSUES. STORM DRAINAGE: 1.ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 3.THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 4.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 5.FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION. 6.ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 8.ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT. 9.ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL. 10.WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED. 11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT. 12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES. 13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. 15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET. 16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. POND NOTES: 1.ANY PONDS THAT ARE INTENDED TO HOLD WATER INDEFINITELY SHALL BE CONSTRUCTED WATERTIGHT. 2.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR POND LINER SPECIFICATIONS. 3.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. 4.STORM SEWER PIPES AND HEADWALLS THAT CONNECT TO A POND INTENDED TO HOLD WATER INDEFINITELY SHALL BE INSTALLED WITH WATERTIGHT JOINTS TO AT LEAST 1-FOOT ABOVE THE NORMAL POOL WATER SURFACE ELEVATION. 5.ANY GRAVEL OR OTHER PERVIOUS EMBEDMENT AROUND PIPES OR OUTFALL STRUCTURES NEAR THE POND SHALL BE ELIMINATED FOR AT LEAST 20-FEET FROM THE POND SO NO ROUTE FOR WATER TO LEAK THROUGH THE EMBEDMENT MATERIAL IS PROVIDED. BACKFILL IN THESE AREAS SHALL BE OF IMPERVIOUS MATERIAL. 6.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE WATER LEVEL FOLLOWING COMPLETION AND FILLING OF THE POND SHALL BE MONITORED BY THE CONTRACTOR FOR AT LEAST 60 DAYS TO OBSERVE WATER INFLOW, OUTFLOW, AND CALCULATE EVAPORATION TO VERIFY THAT THE POND IS WATERTIGHT. 7.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE POND WATER LEVEL SHALL ALSO BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION SO THAT IT REMAINS FULL TO ITS DESIGN WATER LEVEL, AND IS NOT LOWERED, AS THIS MAY DRY-OUT THE POND LINER AND RISK ITS WATERTIGHT PROPERTIES. WATER AND WASTEWATER: 1.ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER AND WASTEWATER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING. 4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE. 5.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE WATER AND WASTEWATER IMPROVEMENTS. 6.ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 8.FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, AND COMPLY TO THE APPLICABLE CODES AND INSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES. 9.EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 10.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWA STANDARDS, TO KEEP WATER PIPE AND FITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS. 11.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES. 12.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE. 13.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT OF PRIOR NOTICE THAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT. 14.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OF SERVICE TO SURROUNDING PROPERTIES. 15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF NECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 16.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 17.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OF THE PROPOSED PAVEMENT. 18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 19.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLY RESTRAINED AND/OR THRUST BLOCKED TO CITY STANDARDS. 20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS ARE GREATER THAN 9-FEET FROM THE CROSSING. 21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 217.53. 22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 290.44. 23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS AND SPECIFICATIONS. AT A MINIMUM, THIS SHALL CONSIST OF THE FOLLOWING: a.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. b.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BE PERFORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD. 24.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER AND WASTEWATER LINES. MARKER DECALS SHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITY STANDARDS, AND SHALL BE INCLUDED IN THE COST OF THE WATER AND WASTEWATER PIPE. 25.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST A SINGLE LAYER OF 8-MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED. 26.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY. 27.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND 100-FOOT INTERVALS, OR AS REQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITH FINISHED GRADE. 28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G. FLOOR ELEVATION OF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALL REVIEW BOTH MEP AND CIVIL PLANS TO CONFIRM WHERE THESE ARE REQUIRED. 29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. ABBREVIATIONS AND DEFINITIONS: A AREA ADA AMERICANS WITH DISABILITIES ACT AWWA AMERICAN WATER WORKS ASSOCIATION B-B BACK TO BACK BC BEGIN CURVE BC BACK OF CURB BCR BEGIN CURB RETURN BMP BEST MANAGEMENT PRACTICE BOC BACK OF CURB BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL CFS CUBIC FEET PER SECOND CITY CITY, TOWN, OR OTHER APPLICABLE LOCAL GOVERNMENT JURISDICTION C/L 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 EXISTING 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 EX.EXISTING F-F FACE TO FACE FG FINISHED GROUND FH FIRE HYDRANT FL FLOW LINE FOC FACE OF CURB FT FEET HGL HYDRAULIC GRADE LINE KH KIMLEY-HORN AND ASSOCIATES, INC. KHA KIMLEY-HORN AND ASSOCIATES, INC. LAT LATERAL LF LINEAR FEET LT LEFT MAX MAXIMUM ME MATCH EXISTING ELEVATION MH MANHOLE MIN MINUTE / MINIMUM NO NUMBER NOI NOTICE OF INTENT, REF. TCEQ GENERAL PERMIT NOT NOTICE OF TERMINATION, REF. TCEQ GENERAL PERMIT NTS NOT TO SCALE OC ON CENTER OFF OFFSET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE / POINT OF COMPOUND CURVATURE PGL PROPOSED GRADE LINE PI POINT OF INFLECTION PROP PROPOSED PRC POINT OF REVERSE CURVATURE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INFLECTION PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY RT RIGHT SF SQUARE FEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SY SQUARE YARD TAS ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDS TC TOP OF CURB TCEQ TEXAS COMMISSION OF ENVIRONMENTAL QUALITY TEMP TEMPORARY TXDOT TEXAS DEPARTMENT OF TRANSPORTATION TXMUTCD TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TW TOP OF WALL TYP TYPICAL VC VERTICAL CURVE WTR WATER WW WASTEWATER Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERC2.02COD GENERALNOTESDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 544664.692METAL POST 6" SOUTH EDGE SSSS SSSSSSSSSSSS SSS SSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSC13.12C13.11C13.10C13.09C13.08C13.07C13.06C13.05C13.04C13.03C13.02CALLED 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.REVISIONSNo.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 © 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25063248015CITY OF DENTON, TEXAS JTH TEXAS REGISTERED ENGINEERING FIRM F-928 BAKER TRACT OFFSITE SEWER 0GRAPHIC SCALE IN FEET300150300600NORTHC13.01SEWER INDEX SHEET Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 1+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. REMOVE AND REPLACE ±655 SY OF GRAVEL DRIVE SSSSXXXXGAS9+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY 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 Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 9+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 REMOVE AND REPLACE ±655 SY OF GRAVEL DRIVE SSXGASXXXXXXXX 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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 LIDRIM: 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 EASEMENT 18+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 RIM: 643.52 FL 21" (N): 630.38 FL 21" (S): 630.38 SSXGAS26+00 XGASREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 CONFLICTS 26+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 SSSSSEWER 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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 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 20' SANITARY SEWER EASEMENT25' TEMPORARY CONSTRUCTION EASEMENT ±62 SY OF PROPOSED 24" RIPRAP (GROUTED) CHANNEL PROTECTION SS 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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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 43+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%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 ±64 SY 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 SSSEWER 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 %WWW52+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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SOHEOHEOHEOHE OHEOHEOHE650655651652653654656657657658658655 660 652 653 654 656657658659 661662663 20' PUBLIC UTILITY EASEMENT DOC. 2021-283 P.R.D.C.T.WWWWWWWWWWWWWWWEXISTING FORCE MAIN TO BE CAPPED AND ABANDONED IN PLACE 5' FROM PROP. MANHOLE AT STA 52+48.04 ZONE 'AE' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT 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 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. 14.4' SANITARY SEWER EASEMENT ±206LF OF 12" THICK 30" STEEL ENCASE AND BORE 25' TEMPORARY CONSTRUCTION EASEMENT 52+00 53+0054+0055+00 56+00 57+00 58+00 59+00 60+00 18" PVC SEWER @ 0.56%18" PVC SEWER @ 0.58%18" PVC SEWER @ 0.49% STA: 52+48.04 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 653.92 FL 18" (W): 639.05 FL 18" (S): 638.95 STA: 54+76.57 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ WATERTIGHT LID TIE IN EXISTING 3" PVC FORCE MAIN RIM: 659.18 FL 18" (N): 640.47 FL 18" (E): 640.37 SSUS 380US 380EXISTING FORCE MAIN TO BE REMOVED PRIOR TO INSTALLATION OF PROPOSED SEWER LINE.SSSEWER LINE A 630 635 640 645 650 655 660 665 670 630 635 640 645 650 655 660 665 670 51+50 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 EXISTING GRADESTA: 54+76.57 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ WATERTIGHT LIDTIE IN EXISTING 3"PVC FORCE MAINRIM: 659.18FL 18" IN: 640.47FL 18" OUT: 640.372.2'1 2" THICK 30" STEEL ENCASE AND BORE STA: 52+48.04 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 653.92FL 18" IN: 639.05FL 18" OUT: 638.95APPROXIMATE 100-YR FLOOD ELEVATION ≈ 657' APPROXIMATE VENT ELEVATION ≈ 658' 18" ASTM F679 PS-115 PVC @ 0.56% 18" ASTM F679 PS-115 PVC @ 0.5 8 % 18" ASTM F679 PS-115 PVC @ 0.49% APPROX. LOCATION OF EX. WATER LINE CROSSING STA:52+40.40 :642.61 APPROX. LOCATION OF EX. 3" PVC FM TIE IN STA:54+76.57 :647.45 60+00 XXOHEOHEOHECBLCBLCBLCBL50+0051+00 SSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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 C13.08SEWER PLAN ANDPROFILENORTHMATCH LINE STA51+50MATCH LINE STA60+00MATCH LINE STA60+00MATCH LINE STA51+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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB GGGX XXX665 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 ZONE 'AE' FLOODPLAIN 25' TEMPORARY CONSTRUCTION EASEMENT 20' SANITARY SEWER EASEMENT ±51 LF OF 12" THICK 30" STEEL ENCASE AND BORE 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 CONFLICTS 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 18" PVC SEWER @ 0.50% 18" PVC S E W E R @ 0 . 3 8 % STA: 62+84.84 SEWER LINE A CONSTRUCT: 5.0' DIA. MONOLITHICALLY PRECAST FIBERGLASS MH RIM: 665.62 FL 18" (N): 644.56 FL 18" (S): 644.46 STA: 66+58.13 SEWER LINE A CONSTRUCT: 5.0' DIA. MH W/ VENT PIPING ABOVE 100-YR FLOOD ELEVATION & WATERTIGHT LID RIM: 657.82 FL 18" (NW): 646.52 FL 18" (S): 646.42 RIM: 660.00 FL 18" (N): 647.40 FL 18" (SE): 647.30 SSSSSSSEWER 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 FL 18" IN: 644.56FL 18" OUT: 644.46FL 18" IN: 646.52FL 18" OUT: 646.42STA: 62+84.84 SEWER LINE ACONSTRUCT:5.0' DIA. MONOLITHICALLYPRECAST FIBERGLASS MHRIM: 665.62STA: 66+58.13 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 657.8212" THICK 30" STEEL ENCASE AND BORE APPROXIMATE 100-YR FLOOD ELEVATION ≈ 659' APPROXIMATE VENT ELEVATION ≈ 660' 18" ASTM F679 PS-115 PVC @ 0.50% 18" ASTM F679 PS-115 PVC @ 0.38% 18" ASTM F679 PS-115 PVC @ 0.49% GGGX XXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 69+00 SS655 660 665 652 653 654 656657658659 661 662 663 664 666 667 668 669 60+00 REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB G GGGX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GAS GAS GAS GAS GAS GAS GAS ZONE 'AE' FLOODPLAIN 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 CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS ±234 SY OF PROPOSED 12" RIPRAP (GROUTED) CHANNEL PROTECTION 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 18" PVC SEWER @ 0.38% 18" PVC S E W E R @ 0 . 3 8 % STA: 68+63.29 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 660.00 FL 18" (N): 647.40 FL 18" (SE): 647.30 STA: 73+69.77 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: 75+80.27 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): 650.23S SSSSSSEWER 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 GRADE STA: 75+80.27 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 658.62STA: 73+69.77 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: 649.334.7'6.1'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:68+76.42 :653.70 APPROX. LOCATION OF EX. GAS LINE CROSSING STA:68+85.24 :655.11STA: 68+63.29 SEWER LINE ACONSTRUCT:5.0' DIA. MHRIM: 660.00FL 18" IN: 647.40FL 18" OUT: 647.30APPROXIMATE 100-YR FLOOD ELEVATION ≈ 661' APPROXIMATE VENT ELEVATION ≈ 662' APPROXIMATE VENT ELEVATION ≈ 662'4.00'5.2'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:68+74.05 :654.14 7.5'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:68+70.59 :638.90 18" SDR-35 PVC @ 0.38% 18" ASTM F679 PS-115 PVC @ 0.38% 18" ASTM F679 PS-115 PVC @ 0.38% 18" ASTM F679 PS-115 PVC @ 0.42%XXXXXGAS 77+00 18" PVC SEWER @ 0.42% GGGX XXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 68+00 69+00 18" PVC S E W E R @ 0 . 3 8 %SSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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+00LOT 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+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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB G S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHET660 656656 657 657658 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 UGEUGEUGEUGEUGEUGEUGEUGEUGEZONE 'AE' FLOODPLAIN ZONE '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 77+00 78+00 79+00 80+00 81+00 82+00 83+0084+0085+0018" PVC SEWER @ 0.42% 18" PVC SEWER @ 0.42% STA: 82+99.78 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 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.SSEWER 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: 82+99.78 SEWER LINE ACONSTRUCT:5.0' DIA. MHW/ VENT PIPING ABOVE 100-YRFLOOD ELEVATION & WATERTIGHT LIDRIM: 661.792.0'APPROX. LOCATION OF EX. GAS LINE CROSSING STA:83+42.22 :657.15 APPROXIMATE 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% X OHET667 X FIB UGEXXXXXGAS 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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. UTILITY NOTES Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB E GG U WW T T T W TT W XXXXXXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEXXXXXW T T OHEOHEOHEXXGASGASGASGASGASGASGASGASGASGASCBLCBL67 0 675 6756676 6 8 6 6 9 6 7 1 6 7 2 6736736 7 3 6 7 4 6746766 7 6 677X GASGASGASXX X XXXOHEOHEOHEX X XXXXXXXXXXXXXXXXXXXXXXXXX16' 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. U G E U G E U G E U G E U G E U G E 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 FIBFIBFIBFIBFIBFIBCBLCBLCBLCBLCBLCBLCBLFIBFIBFIBFIB FIB GASGASGASGASGASUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE CONTRACTOR TO REMOVE AND REPLACE EXISTING FENCE AS NEEDED FOR CONSTRUCTION 25' TEMPORARY CONSTRUCTION EASEMENT 16.4' SANITARY SEWER EASEMENT REMOVE AND REPLACE ±2547 SY OF GRAVEL DRIVE MASCHBRANCHROADHAMPTON 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 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+0094+0018"PVC SEWER @ 0.42%18"PVCSEWER@0.42%18" PVC SEWER @ 0.42% STA: 87+97.90 SEWER LINE A CONSTRUCT: 5.0' DIA. MH RIM: 668.06 FL 18" (E): 655.63 FL 18" (W): 655.53 STA: 92+96.03 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: 94+82.90 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: 94+92.90 SEWER LINE A CONSTRUCT: END & PLUG RIM: 660.34 FL 18" (S): 658.73 PROPOSED 18" STUB NORTHING: 7137222.69 EASTING: 2367269.50 S S EXISTING SEWER FORCE MAIN TO BE ABANDONED WITH THIS PROJECT. SEE SHEET C13.13 FOR DETAILS. S S EXISTING GATE TO BE REMOVED. NEW GATE TO BE ADDED AT COMPLETION OF THE PROJECT. 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 10.3APPROX. LOCATION OF EX. WATER LINE CROSSING STA:92+69.05:669.44XXOHEXXFIBUGE UGE REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWNBYSCALEDESIGNEDBY CHECKEDBY6160WARRENPARKWAY,SUITE210,FRISCO,TX75034PHONE:972-335-3580WWW.KIMLEY-HORN.COMJNCJNCASSHOWN©2025KIMLEY-HORNANDASSOCIATES,INC.06/11/25 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'BAKERTRACTOFFSITESEWER0 GRAPHIC SCALE IN FEET 402040 80 C13.12SEWERPLANANDPROFILES 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. UTILITY NOTES NORTH MATCHLINESTA85+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.MATCHLINESTA85+50PROFILE SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB 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. U 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© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. 0 GRAPHIC SCALE IN FEET 201020 40 NORTH MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEETDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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 SEWERC13.14LIFT STATIONABANDONMENT &SALVAGE PLANNOTES: 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. SCALE: NOT TO SCALE DETAIL VOID BACKFILL Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSS SS SS SS SS SS SS SS SS SS SS G 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 SS XXXXGASSF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSS SS SS SS SS SS SS SS SS SS SS SS XXXXXXXXXXXXXXXXXXXXXXXX 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 SS XGASSFX XXXXXXX XXXSF SF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSS SS SS SS SS SS SS SS SS SS SS SS SS G 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 SS XGASSF SF XGASSF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSS SS SS SS SS SS SS SS SS SS SS SS SSG 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 SFSFSFSFSFSSXGASGASSFSFSS XGASSF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSSSSSSSSSSSSSSSSSSSSSSSSS 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 SFSFSFCALLED 1.50 ACRESSFSF SS X GAS GAS GASSF SF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSS SS SS SS SS SS SS SS SSSSSS SS 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 CBLCBLCBLCBLCBLCBLCBLUS HIGHWAY 380 LD SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSS SS US HIGHWAY 380 SF SS SF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSS SS SSSSSSSS SS SS SS SS SS SS SS SOHEOHEOHEOHE OHEOHEOHE650655651652653654656657657658658655 660 652 653 654 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 SS SF SSSSSSS SS XXOHEOHEOHECBLCBLCBLCBLUS HIGHWAY 380SFSFSFSF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS GGGX 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 SSS SS GGGX XXXX16' UTILITY EASEMENT CAB. N, SL. 230 P.R.D.C.T.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS SF SF SF SF SF SS 655 660 665 652 653 654 656657658659 661662 663 664 666 667 668 669 SF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSSSS SS SS SS SS SS SS SS SS SS SS SS SS G 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 XXXGRAVEL XXGAS SFSSS SS GGGX XXGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 660 659 658 657 656 655 654 SF SF SF SF SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB SSS SS SS SS SS SS SS SS SSSSSSSSG S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHETGRAVEL GRAVEL 660 656656 657 657658 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFX OHET667 X FIB UGE66 6 SFSFSS XXXGRAVEL XXGAS SF REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB S S S SS SS SS SS SS SS SS SS SS SS SSSSSSWSSE 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSS XXXXOHE OHE T XXXXFIBFIBUG E U G E UGE SF SFSFREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 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. SITE MAP GENERAL NOTES CONTRACTOR TO RESTORE GRADE TO EXISTING CONDITIONS AFTER INSTALLATION OF SEWER LINE Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB REVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERC17.12EROSION CONTROLDETAILSDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C18.01CONSTRUCTIONDETAILSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C18.02CONSTRUCTIONDETAILSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C18.03CONSTRUCTIONDETAILSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C18.04CONSTRUCTIONDETAILSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB C18.05CONSTRUCTIONDETAILSREVISIONSNo.DATESHEET NUMBER PROJECT NO. DATEDRAWN BYSCALEDESIGNED BYCHECKED BY6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034PHONE: 972-335-3580WWW.KIMLEY-HORN.COMJNCJNCAS SHOWN© 2025 KIMLEY-HORN AND ASSOCIATES, INC.06/11/25 063248015CITY OF DENTON, TEXASJTHTEXAS REGISTERED ENGINEERING FIRM F-928BAKER TRACTOFFSITE SEWERDocusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Docusign Envelope ID: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Certificate Of Completion Envelope Id: B5B3EDEA-5BBE-476A-A5DA-9FA2349BBCAB Status: Completed Subject: Complete with Docusign: 25-2307_Harris Ranch Sewer Agreement.pdf Source Envelope: Document Pages: 55 Signatures: 4 Envelope Originator: Certificate Pages: 5 Initials: 0 Christian Garcia AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) 901B Texas Street Denton, TX 76209 Christian.Garcia@cityofdenton.com IP Address: 198.49.140.10 Record Tracking Status: Original 5/14/2026 2:15:48 PM Holder: Christian Garcia Christian.Garcia@cityofdenton.com Location: DocuSign Signer Events Signature Timestamp Charlie Rosendahl charlie.rosendahl@cityofdenton.com Director Development Services Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 198.49.140.10 Sent: 5/14/2026 2:18:48 PM Viewed: 5/14/2026 2:38:45 PM Signed: 5/14/2026 2:39:13 PM Electronic Record and Signature Disclosure: Accepted: 5/14/2026 2:38:45 PM ID: 9ea59452-ee1a-4226-be3a-6194575e056e Christopher Mullins Christopher.Mullins@cityofdenton.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 198.49.140.10 Sent: 5/14/2026 2:39:18 PM Viewed: 5/14/2026 4:51:27 PM Signed: 5/14/2026 4:56:25 PM Electronic Record and Signature Disclosure: Accepted: 5/14/2026 4:51:27 PM ID: c501cfa9-c862-4848-84d0-1dffab8465fd Cassey Ogden cassey.ogden@cityofdenton.com Interim City Manager City of Denton Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 198.49.140.10 Sent: 5/14/2026 4:56:29 PM Viewed: 5/14/2026 4:59:26 PM Signed: 5/14/2026 4:59:43 PM Electronic Record and Signature Disclosure: Not Offered via Docusign Kristi Fogle Kristi.Fogle@cityofdenton.com Chief of Staff Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 198.49.140.10 Sent: 5/14/2026 4:59:48 PM Viewed: 5/14/2026 5:06:09 PM Signed: 5/14/2026 5:06:26 PM Electronic Record and Signature Disclosure: Accepted: 5/14/2026 5:06:09 PM ID: f2a71dac-b61f-4499-b3d6-9ddf562234fc In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 5/14/2026 2:18:48 PM Certified Delivered Security Checked 5/14/2026 5:06:09 PM Signing Complete Security Checked 5/14/2026 5:06:26 PM Completed Security Checked 5/14/2026 5:06:26 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, City of Denton (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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