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ZA25-0004-ZSP-421 E State Hwy 114 PUBLIC HEARING NOTICE ZA25-0004 • Site Plan for a helipad at Methodist Southlake Medical Center on property described as Lot 1R1 and Lot 5, Block 1, Southlake Medical District and located at 335 and 421 E. S.H. 114. • Current Zoning: “S-P-2” Generalized Site Plan District • The purpose of this request is to seek approval for a site plan to create a helipad on the existing hospital campus for Methodist Southlake Medical Center. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced Site Plan application. If you wish to register your opposition or support to this case, you may complete the attached Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice) or email (e-mail listed at the bottom of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department at (817) 748-8621 or mburnett@ci.southlake.tx.us if you have any questions. Thank you. CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, February 20, 2025 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA25-0004: Site Plan for Methodist Southlake Helipad Meeting Date: February 20, 2025 Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed application referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone : (817) 748-8621 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972-770-1300 February 3, 2025 City of Southlake 1400 Main Street, Suite 310 Southlake, TX 76092 RE: Methodist Southlake Medical Center – ZA25-0004 - Site Plan Submittal Narrative Dear Wayne Powell, Methodist Southlake Medical Center is submitting a Site Plan request to create a paved helipad on the existing hospital campus. Helipads are a permitted accessory use per the existing zoning for the property. Currently, the hospital conducts emergency patient evacuations via helicopter from the campus for patients who are in urgent need of care in other facilities. The hospital does not conduct helicopter operations to bring patients to the facility. The current function is not anticipated to change, and the number of helicopter trips are not planned to increase as a result of adding the paved helipad. Currently, helicopters arrive and depart from an unimproved grass surface on site which creates challenges operationally and enhanced risk for all involved in the procedure, including staff and patients. The top priority for the hospital is enhancing patient care and the addition of a helipad will help the hospital achieve their goal by providing a safer and all-around better patient experience during a critical function that will continue to occur on the campus. Sincerely, Jamie Ploetzner, P.E. Kimley-Horn and Associates, Inc. N WHITE CHAPEL BLVDN CARROLL AVEST A T E H W Y 1 1 4 SOU T H M O N T D R CA R I L L O N C T TINA TRAILSUMMERPLACE LNSITE E HIGHLAND ST This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004Plotted By:Whitlock, Bryce Sheet Set:METHODIST SOUTHLAKE HELIPAD Layout:C-01 COVER SHEET February 03, 2025 04:44:53pm K:\DAL_Civil\061163003-Methodist Southlake Helipad\Cad\PlanSheets\C-Covr.dwgCONSTRUCTION PLANS FOR METHODIST SOUTHLAKE HELIPAD PLANS SUBMITTAL/REVIEW LOG ENGINEER 13455 NOEL RD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 PHONE: 972-770-1300 EMAIL: JAMIE.PLOETZNER@KIMLEY-HORN.COM CONTACT: JAMIE PLOETZNER, P.E. TEXAS REGISTERED ENGINEERING FIRM NO. F-928 SITE PLAN SUBMITTAL #1 01/13/2025 -NOT FOR CONSTRUCTION SITE PLAN SUBMITTAL #2 02/032025 -NOT FOR CONSTRUCTION CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 421 E STATE HWY 114 FEBRUARY 2025 METHODIST HEALTH SYSTEM 403 W CAMPBELL RD. SUITE 205 RICHARDSON, TEXAS 75080 PHONE: 214-212-3632 EMAIL: TRUBYMCDOUGAL@MHD.COM CONTACT: TRUBY MCDOUGAL OWNER LOCATION MAP N.T.S. NORTH COVER SHEETC-001 SHEET INDEX Sheet Number Sheet Title C-001 COVER SHEET C-002 GENERAL NOTES C-003 SOUTHLAKE GENERAL NOTES C-101 SITE PLAN C-102 DEMOLITION PLAN C-201 DIMENSION CONTROL AND PAVING PLAN C-202 PAVING DETAILS C-301 GRADING PLAN C-302 HELIPAD DETAIL SHEET --EXISTING DRAINAGE AREA MAP (BY OTHERS, FOR REFERENCE ONLY) C-303 PROPOSED DRAINAGE AREA MAP C-401 EROSION CONTROL PLAN C-402 EROSION CONTROL DETAILS L-101 LANDSCAPE PLAN L-102 LANDSCAPE DETAILS 02/03/202502/03/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004THESE PLAN AND GENERAL NOTES REFER TO: GEOTECHNICAL ENGINEERING REPORT (FIRM)XXXXXX XXXXXXXX XX/XX/XXXX INCLUDING ALL REVISIONS AND ADDENDA TO THIS REPORT THAT MAY HAVE BEEN RELEASED AFTER THE NOTED DATE. NOTE NO PERSON SHALL CONSTRUCT, RECONSTRUCT, ALTER, REPAIR, REMOVE, REPLACE, PAVE, REPAVE, SURFACE, OR RESURFACE ANY WALK, DRIVE, CURB, GUTTER, PAVED AREA, OR APPURTENANCE ON PUBLIC PROPERTY IN THE CITY WITHOUT FIRST OBTAINING FRO THE BUILDING INSPECTOR A PERMIT TO DO SO. KH 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. 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 ABBREVIATIONS AND DEFINITIONS (CONTINUED): 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 GENERAL NOTESC-002 02/03/2025 02/03/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004CITY OF SOUTHLAKE GENERAL CONSTRUCTION NOTES: 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE AND GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION. 2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY DIFFER FROM NCTCOG STANDARDS. 3.THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATE HIGHWAY RIGHT-OF-WAY. AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOT FOR REVIEW. 4.A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTMENT. 5.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. UNDERGROUND FACILITY OWNER & TELEPHONE NUMBER ABOVE NET FIBER(214) 869-8352 AT&T(214) 745-2964 AT&T TEXAS (CALL DIGTESS)(800) 344-8377 ATMOS ENERGY(817) 359-1313 CHARTER COMMUNICATIONS(817) 822-8745 CITY OF SOUTHLAKE(817) 748-8082 DIGTESS (LINE LOCATES)(800) 344-8377 LEVEL (3) COMMUNICATIONS(877) 366-8344 ONCOR ELECTRIC DELIVERY(817) 215-6688 ONE SOURCE COMMUNICATIONS(817) 692-6042 TRI COUNTY ELECTRIC(817) 431-1541 VERIZON ENGINEERING(972) 578-3354 6.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 7.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO. 8.ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 9.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 10.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS. 11.THE CONTRACTOR SHALL PROVIDE “RED LINED” MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 12.THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES. WHEN INSTALLING A NEW WATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE. 13.THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR PRIOR TO SCHEDULING A FINAL WALKTHROUGH INSPECTION. 14.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THE ENGINEER AND THE CITY OF SOUTHLAKE. 15.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE WATER IMPROVEMENTS 1.ALL 1” AND 2” WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 2.FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED. 3.ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUM OF 42” COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS. 4.ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 5.WATER SERVICES SHOULD BE LOCATED 10' UPSTREAM OF THE SANITARY SEWER SERVICES.EACH LOCATION IS TO BE STAMPED ON THE CURB WITH 2" HIGH LETTER "W". 6.ALL SERVICES TO THE METER TO BE MINIMUM 1” SDR-9 CLASS 200 POLYETHYLENE. 7.WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN COMPLETED. 8.CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED. 9.ALL FIRE HYDRANT ASSEMBLIES (MUELLER, M&H, OR WATEROUS ONLY) TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL BE PAINTED BY THE CITY. 10.ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL ON SHEET. 11.FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VANES. 12.WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE. 13.ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. 14.FOR VALVES (MUELLER, M&H, OR WATEROUS ONLY) INSTALLED 4' AND DEEPER, EXTENSION WITH CENTER RING 2' OR LESS IS REQUIRED. 15.TAPPING SADDLES MUST BE ALL STAINLESS STEEL. SANITARY SEWER IMPROVEMENTS 1.SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10' OR LESS AND SDR 26 IF DEPTH OF LINE IS GREATER THAN 10'. 2.PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 3.AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. 4.A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. THE SERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT. 5.ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPE CROSSINGS. 6.CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR BEGINS WORK. 7.RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. 8.ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F., A MINIMUM OF 2 TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK. 9.ALL MANHOLES SHALL BE VACUUMED TESTED. 10.ANY TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. (NO BREAKOUTS ALLOWED) CORE SHALL BE 2” LARGER THAN PIPE SIZE 11.ONLY RIDGED SADDLES APPROVED. (NO RUBBER SADDLES). 12.FILTER FABRIC TO BE INSTALLED OVER CHAT ROCK. 13.MANHOLE MUST BE RAISED 1/4 INCH PER FOOT BEHIND CURB. 14.NO FLAT TOPS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 15.INFLOW LINES OVER 16” OFF THE FLOOR MUST HAVE INTERNAL DROP WITH RELINER AND STAINLESS-STEEL STRAPS. 16.INVERT IS TO BE REWORKED, WHEN TYING TO EXISTING MANHOLES. 17.OUTFALL MANHOLE AND THE 2 DOWNSTREAM MANHOLES MUST BE SPRAYED WITH RAVEN LINER. (MINIMUM 125 MIL THICK) 18.3” BUTYL RUBBER MUST BE USED UNDER RING THE FIRST RISER RING. 19.3/8” BUTYL RUBBER MUST BE USED BETWEEN LAD-TECH RISER RINGS. 20.CRETEX IS APPROVED EQUAL AND MUST HAVE SEALANT BETWEEN RISER RINGS. 21.LAD-TECH AND CRETEX ARE THE ONLY APPROVED MATERIALS FOR GRADE ADJUSTMENT. 22.45-DEGREE BENDS TO BE USED AT THE BOTTOM OF AN INTERNAL DROP TO DIRECT FLOW DOWNSTREAM. 23.ALL INTERNAL DROPS MUST BE ONE SIZE LARGER THAN PIPE DIAMETER COMING IN. 24.ONLY NON-SHRINK GROUT TO BE USED FOR MINOR PATCHING INSIDE MANHOLES. PAVING IMPROVEMENTS 1.ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY 2.ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS SPECIFIED IN TEXAS HIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALL BE CONSTRUCTED ON A MINIMUM OF (6") INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PER AASHTO DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BY CITY INSPECTOR. 3.THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADE STABILIZATION. 4.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHES WIDE. 5.THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES. 6.CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. 7.INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR WATER, "S" FOR SANITARY SEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10' UPSTREAM FROM THE SANITARY SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT. 8.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY / MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 9.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 10.THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE MONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL BOUNDARY CORNERS. 11.THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT. STORM DRAINAGE IMPROVEMENTS 1.ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS. 2.AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 3.INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4.STORM SEWER PIPES LARGER THAN 36” MUST BE WIPED WITH NON-SHRINK GROUT AFTER INSPECTION AND APPROVAL.SOUTHLAKEGENERAL NOTESC-003 02/03/2025 02/03/2025 WWWWWWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXX X X X X XXFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLE EC7 N28°25'18"W 46.82'C8631632632630629631 632632630 629 BASE CAN, CONDUIT, AND BLANK COVER FOR IN-PAVEMENT TLOF EDGE LIGHT (TYP.) (REF. ELECTRICAL PLANS) PROPOSED GATE PROPOSED WINDCONE W/ WINDCONE LIGHT 38.0'2.0' MAX (TYPICAL)21.5'TYP.10.0'PROPOSED 4' WROUGHT IRON FENCE (REF. LANDSCAPE PLANS FOR DETAILS) PROPOSED HELICOPTER LANDING AREA CAUTION AND NO SMOKING SIGN. (REF. DETAIL E, SHEET C-302) N: 7033923.65 E: 2383528.70N: 7033923.65 E: 2383361.70 N: 7033756.65 E: 2383361.70 N: 7033756.65 E: 2383528.70 IDENTIFICATION MARKING (REF. DETAIL D, SHEET C-302) 85.5' FATO (UNPAVED) 47.0' TLOF (PAVED AND MARKED) N: 7033863.65 E: 2383421.70 N: 7033816.65 E: 2383421.70 N: 7033863.65 E: 2383468.70 N: 7033816.65 E: 2383468.70 117.0' SAFETY AREA (UNPAVED) IDENTIFICATION MARKING. (REF. DETAIL C, SHEET C-302) PROPOSED 10' SIDEWALK 87.0'43.5' 77. 5 ' EXISTING HOSPITAL BUILDING ENTRANCE630 26. 0 ' E X . FIR E L A N E 5.5'PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED SECONDARY GATE 6.0'PROPOSED HELICOPTER LANDING AREA CAUTION AND NO SMOKING SIGN. (REF. DETAIL E, SHEET C-302)65.0'100.7' PROPOSED 6' SIDEWALK XX XSS SS SS SS SSSSSSSSSSSS S S S S SS SS SS SS SS SS SS SSSSSS SS SSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SSSSSSSSSSSS SS SSSS SS W W W W W W W W W WWW W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W WWWW WWWWWWWWWWWWWWWW W W W W OHE OHE OH E OH E OH E OH E OH E O H E O H E OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSSSUGE UG E UG E UG E UG E UG E UG E U G E U G E U G E XXXXXX X FLFLFLFLFL FLFLFLFLFL FLFLFLFLFL FL FLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLHIGHLAND STREET (VARIABLE WIDTH RIGHT-OF-WAY) INST. NO. D183023811 O.P.R.T.C.T. CE N T E R L I N E 799000010627.280TRAVERSE POINT SET X E E N88°47'32"W 481.87'S27°09'50"W515.94'S88°46'25"E 686.60' N1°15'06"E 7.62'S88°49'39"E 195.93' C1 S63°32'46"E 100.63' C2 C3N24°54'00"E 81.33'C4C 5 N24°54'00"E 193.38' N65°06'00"W 20.00' N65°06'00"W 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45'C9C1 0 C11 C12S0°53'27"E571.55'C6INSET A 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T.DETENTION EASEMENT INST . NO . D212064089O.P .R .T .C .T . 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. DETENTION EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 5' X 25' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' X 25' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' MUTUAL ACCESS EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' MUTUAL ACCESS EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' MUTUAL ACCESS EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' W A T E R E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' X 10' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. RIGHT-OF-WAY DEDICATION INST. NO. D212064089 O.P.R.T.C.T. 24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 28' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. EX. 15' DRAINAGE EASEMENT RIGHT-OF-WAY DEDICATION INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 5.41' X 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER & SANITARY SEWER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. EX. DETENTION EASEMENT 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER & SANITARY SEWER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. CHIVERS ADDITION INST. NO. D181310706 O.P.R.T.C.T. ZONING: SP2 L.U.D. - MIXED USE ZONING: SP2 L.U.D. - MIXED USE 26. 0 ' E X . F I R E L A N E PRIVATE COMMERCIAL CONCRETE DRIVE PRIVATE COMMERCIAL CONCRETE DRIVE ST A T E H I G H W A Y 1 1 4 PRIVATE COMMERCIAL CONCRETE DRIVE PRIVATE COMMERCIAL CONCRETE DRIVE 40' BUILDING LINE 30' BUILDING LINE 15' BUILDING LINE 15' BUILDING LINE 50' BUILDING LINE ZONING: B2 COMMERCIAL MANUFACTURING ZONING: AG L.U.D. - MEDIUM DENSITY RESIDENTIAL ZONING: SF20B L.U.D. - MEDIUM DENSITY RESIDENTIAL ZONING: RPUD L.U.D. - MEDIUM DENSITY RESIDENTIAL ZONING: SF20A L.U.D. - MEDIUM DENSITY RESIDENTIAL NORTH OF SH 141 ZONING: ECZ L.U.D. - MIXED USE ZONING: SF1-AL.U.D. - MIXED USECURVE TABLE CURVE C1 C2 C3 C4 C5 C7 C8 C9 C10 C11 C12 RADIUS 4563.66' 4551.66' 48.00' 92.00' 28.00' 53.00' 28.00' 58.00' 148.36' 32.00' 28.00' LENGTH 29.00' 175.67' 21.10' 126.77' 4.83' 99.01' 26.06' 82.94' 62.67' 36.61' 17.81' DELTA 0°21'51" 2°12'41" 25°11'00" 78°56'58" 9°52'27" 107°02'00" 53°19'18" 81°55'45" 24°12'10" 65°33'22" 36°26'32" TANGENT 14.50' 87.85' 10.72' 75.77' 2.42' 71.67' 14.06' 50.36' 31.81' 20.61' 9.22'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004SITE PLANC-101 NORTH NORTH INSET A N.T.S. ENGINEER 13455 NOEL RD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 PHONE: 972-770-1300 EMAIL: JAMIE.PLOETZNER@KIMLEY-HORN.COM CONTACT: JAMIE PLOETZNER, P.E. TEXAS REGISTERED ENGINEERING FIRM NO. F-928 METHODIST HEALTH SYSTEM 403 W CAMPBELL RD. SUITE 205 RICHARDSON, TEXAS 75080 PHONE: 214-212-3632 EMAIL: TRUBYMCDOUGAL@MHD.COM CONTACT: TRUBY MCDOUGAL OWNER N WHITE CHAPEL BLVDN CARROLL AVEST A T E H W Y 1 1 4 SOU T H M O N T D R CA R I L L O N C T TINA TRAILSUMMERPLACE LNSITE E HIGHLAND ST NOTES 1.THIS SITE PLAN IS FOR THE ADDITION OF A HELIPAD ON LOT 5, BLOCK 1 ONLY. THE PROPOSED WORK DOES NOT INCLUDE ANY VERTICAL STRUCTURES, FIRE LANES, DRIVES, OR PARKING MODIFICATIONS. 02/03/2025 02/03/2025 SSSSSS SS SS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F LFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24' M U T U A L A C C E S S E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. XF XF XF 5/8" IRF 5/8" IRF 5/8" IRF E E COMM. BOX 5/8" IRF WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. BM 53 N65°06'00"W 20.00' 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45' C6 PROP. FULL DEPTH SAWCUT AND CURB AND GUTTER TO BE REMOVED EX. TREE TO REMAIN (TYP.) EX. HOSPITAL BUILDING (TYP.) EX. HOSPITAL ENTRY EX. HOSPITAL ELECTRICAL ROOM ENTRY EX. HOSPITAL ENTRY EX. HOSPITAL ENTRY EX. BOLLARD TO REMAIN (TYP.) EX. LIGHT POLE TO REMAIN (TYP.) CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS.EX. 18" RCP STORM (2013)EX. 8" PVC WATER (2013)PROPERTY LINE ADJACENT PROPERTY LINE EXISTING EASEMENT SAWCUT LINE EXISTING CURB EXISTING WATER LINE TO REMAIN EXISTING SANITARY SEWER LINE TO REMAIN EXISTING STORM LINE TO REMAIN EXISTING LIGHT POLE TO REMAIN EXISTING CONCRETE TO REMAIN EXISTING PAVERS TO REMAIN W W SS SS LEGEND CURVE TABLE CURVE C1 C2 C3 C4 C5 C7 C8 C9 C10 C11 C12 RADIUS 4563.66' 4551.66' 48.00' 92.00' 28.00' 53.00' 28.00' 58.00' 148.36' 32.00' 28.00' LENGTH 29.00' 175.67' 21.10' 126.77' 4.83' 99.01' 26.06' 82.94' 62.67' 36.61' 17.81' DELTA 0°21'51" 2°12'41" 25°11'00" 78°56'58" 9°52'27" 107°02'00" 53°19'18" 81°55'45" 24°12'10" 65°33'22" 36°26'32" TANGENT 14.50' 87.85' 10.72' 75.77' 2.42' 71.67' 14.06' 50.36' 31.81' 20.61' 9.22'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004DEMOLITION PLANC-102 NORTH NOTES 1.REFER TO GENERAL NOTES SHEET C-002 FOR DEMOLITION NOTES. 02/03/2025 02/03/2025 XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F LFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24' M U T U A L A C C E S S E A S E M E N T 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. E E COMM. BOX WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. BM 53 N65°06'00"W 20.00' N1°24'51"W 8.13' N28°25'18"W 46.82' N24°54'00"E 241.45' 43.5' 77. 5 ' BASE CAN, CONDUIT, AND BLANK COVER FOR IN-PAVEMENT TLOF EDGE LIGHT (TYP.) (REF. ELECTRICAL PLANS) PROPOSED WROUGHT IRON GATE PROPOSED WINDCONE W/ WINDCONE LIGHT 38.0'2.0' MAX (TYPICAL)21.5'TYP.10.0'PROPOSED 4' WROUGHT IRON FENCE (REF. LANDSCAPE PLAN FOR DETAILS) PROPOSED HELICOPTER LANDING AREA CAUTION AND NO SMOKING SIGN. (REF. SHEET C-302 FOR DETAILS) IDENTIFICATION MARKING. (REF. SHEET C-302 FOR DETAILS) 85.5' FATO (UNPAVED) 47.0' TLOF (PAVED AND MARKED) 117.0' SAFETY AREA (UNPAVED) IDENTIFICATION MARKING. (REF. SHEET C-302 FOR DETAILS) PROPOSED 10' SIDEWALK 87.0' PROPOSED PROPERTY LINE N: 7033863.65 E: 2383468.70 N: 7033863.65 E: 2383421.70 N: 7033816.65 E: 2383468.70 N: 7033816.65 E: 2383421.70 N: 7033923.65 E: 2383361.70 N: 7033923.65 E: 2383528.70 N: 7033756.65 E: 2383528.70 N: 7033756.65 E: 2383361.70 TRANSITION FROM 6" CURB TO 0" OVER 10' TRANSITION FROM 6" CURB TO 0" OVER 10'5.5'∆=53°19'18" R=28.00' L=26.06' CB=N1°45'38"W C=25.13' ∆=107°02'00" R=53.00' L=99.01' CB=S25°05'42"W C=85.23' ∆=80°01'34" R=18.00' L=25.14' CB=N38°35'55"E C=23.15' EX. 5 5 . 9 ' EX. 2 6 . 0 ' PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED OBSTRUCTION LIGHT TO BE INSTALLED ON TOP OF FENCE. REF. ELECTRICAL PLANS FOR DETAILS. PROPOSED SECONDARY WROUGHT IRON GATE PROPOSED HELICOPTER LANDING AREA CAUTION AND NO SMOKING SIGN. (REF. SHEET C-302 FOR DETAILS)65.0'6.0'100.7' 59. 3 'R20.0'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004NORTH DIMENSIONCONTROL ANDPAVING PLANC-201 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 2' UNLESS DIMENSIONED OTHERWISE. 3.PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECH FOR DETAILS. 4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, ETC. TO MATCH PROPOSED FINISHED GRADES IF NECESSARY. 5.HELIPAD LAYOUT GEOMETRICS ARE IN ACCORDANCE WITH FAA A/C 150/5390-2D GENERAL AVIATION HELIPORT STANDARDS. 6.DESIGN HELICOPTER BELL 429. 7.NO RAISED LIGHT POLES OR OTHER VERTICAL OBSTRUCTIONS MAY BE INSTALLED THAT PENETRATE THE APPROACH/DEPARTURE SURFACE. 8.HELIPORT OPERATOR SHALL REEXAMINE POTENTIAL OBSTRUCTIONS IN THE VICINITY OF THE APPROACH/DEPARTURE PATHS ON AT LEAST AN ANNUAL BASIS TO DETERMINE IF OBSTRUCTION EXIST. LEGEND NOTES PROPERTY LINE SAWCUT LINE PROPOSED CURB HELIPAD PAVEMENT (REFERENCE SECTION THIS SHEET) PROPOSED CONCRETE SIDEWALK (REFERENCE SECTION THIS SHEET) EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING PAVERS TO REMAIN IN-GROUND LIGHT (REF. ELECTRICAL PLANS FOR DETAILS) LIGHTED WIND CONE (REF. ELECTRICAL PLANS FOR DETAILS) 4' WROUGHT IRON FENCE (REF. SHEET C-302 FOR DETAILS) FINAL APPROACH AND TAKEOFF AREA (UNMARKED AREA)FATO TOUCHDOWN AND LIFTOFF AREA, (THE MARKED LANDING SURFACE) (REF. C-302 FOR DETAILS) TLOF 4" 4" PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS W/ NO. 3 BARS AT 24" O.C.E.W. COMPACTED SUBGRADE PER GEOTECH REQUIREMENTS. 2" CONCRETE SIDEWALK PAVEMENT SECTION 6" HELIPAD CONCRETE PAVEMENT SECTION 6" 8" PORTLAND-CEMENT CONCRETE SHOULD HAVE A MINMIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS W/ #4 BARS AT 18" ON CENTER EACH WAY. RE-COMPACTED SUBGRADE TO A DEPTH OF AT LEAST 6", SCARIFIED, MOISTURE CONDITIONED AND RE-COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698), 0-3% FROM OPTIMUM MOISTURE CONTENT. 4" 8" NOTE: PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. REF. GEOTECH REPORT FOR DETAILS.XX02/03/2025 02/03/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004PAVING DETAILSC-202 02/03/2025 02/03/2025 SSSSSS SS SS FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F LFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24' M U T U A L A C C E S S E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. E E COMM. BOX BM 53 N65°06'00"W 20.00' 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45' C6 XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXX630629 631 632 6 3 1 6326306316321.00% 1.00%5.10%5.10%5.00%2.04%3.58% 4.40% 5.00% 4. 4 7 %5.00% 632.53 633.00 633.00632.53 633.00SW 633.00SW 631.92SW 632.00SW 631.53SW 631.43SW 631.15ME 631.29ME 632.76 631.64631.17 631.17 631.64 631.60ME 631.67ME 631.76ME 631.77ME 630.22 632.24ME 628.83 631.43 CONTRACTOR TO VERIFY POSITIVE DRAINAGE AROUND HELIPAD CONTRACTOR TO VERIFY POSITIVE DRAINAGE AROUND HELIPAD 631.76ME TC 631.51ME TC TRANSITION FROM 6" CURB TO 0" OVER 10' TRANSITION FROM 6" CURB TO 0" OVER 10' 1.3 1 % A A This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004NORTH GRADING PLANC-301 PROPOSED CONTOURS EXISTING CONTOURS TOP OF PAVEMENT ELEVATION TOP OF GRATE INLET ELEVATION TOP OF CURB ELEVATION SIDEWALK ELEVATION MATCH EXISTING ELEVATION DRAINAGE ARROW SWALE HIGH POINT 506.50 LEGEND 506.50TG 506.50SW >>> 506.50ME 506.50 506.50 506.50TC NOTES 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES IF NECESSARY. 3.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT.) 4.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITTES. 5.REFERENCE SHEET C-302 FOR SECTION A-A DETAIL. 02/03/2025 02/03/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004HELIPAD DETAILSHEETC-302 DETAIL D: STANDARD TLOF MARKING NTS DETAIL E: HELICOPTER LANDING AREA CAUTION SIGN NTS PRIOR TO CONSTRUCTION OF PAVEMENT, THE EXPOSED SUBGRADE SHOULD BE COMPACTED TO A DEPTH OF AT LEAST 6" AND SCARIFIED, MOISTURE-CONDITIONED AND RE-COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698), 0-3% FROM OPTIMUM MOISTURE CONTENT. 8" PORTLAND-CEMENT CONCRETE SHOULD HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. MINIMUM REINFORCING #4 BARS @ 18" ON CENTER EACH WAY.FATO EDGEFATO EDGEVARIES 1 - 5 % VARIES 1 - 5 % 1.00% DETAIL A: SECTION A-A NTS 6" RECOMPACTED SUBGRADE TLOF EDGETLOF EDGE6"15.75' 19.25'47.0'19.25' 15.75' PROPOSED GRADING COMPACTED PER GEOTECH REPORT RECOMMENDATIONS (TYP.) PROPOSED GRADING COMPACTED PER GEOTECH REPORT RECOMMENDATIONS (TYP.)2'-0"1'-0"10'-0"Ø 21.5' (INNER DIAMETER)18" YELLOW STRIPING6"HELIPAD IDENTIFICATION SYMBOL SHALL BE PAINTED RED WITHIN A WHITE CROSS 6'-8" 12" WHITE TLOF MARKING 5' SQUARE5"3"6" 12" DETAIL A: SIZE AND WEIGHT LIMITATION BOX MARKING NTS NOTE: ALL CHARACTERS HAVE THE FOLLOWING CHARACTERISTICS: 18.00 IN HIGH 9.00 IN WIDE VERTICAL STROKE OF 2.50 IN HORIZONTAL STROKE OF 3 IN 6" CHARACTERS WITHIN THE TLOF SIZE AND WEIGHT LIMITATION BOX ARE BLACK WITH WHITE BACKGROUND.6"2.19"6"6"3.60"1.25"4.80"1.80"4.80"SAFETY AREASAFETY AREA8"5% 5% 02/03/2025 02/03/2025 PROPOSED HELIPAD LOCATION WITHIN EX. DRAINAGE AREA EE X XX X XSS SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE UGE UGE UG E UG E UG E UG E UG E UG E FL FLFLFLFLFLFL FLFLFLFLFLFLFL FLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFL FL FL FL LOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT INST. NO. D213057720 O.P.R.T.C.T.FLFLFLFLFLFLFLFLFL FLE E N88°47'32"W 481.87'S27°09'50"W515.94'S88°46'25"E 686.60' N1°15'06"E 7.62' S88°49'39"E 195.93' C1 S63°32'46"E 100.63' C2 C3N24°54'00"E 81.33'C4C 5 N24°54'00"E 193.38' N65°06'00"W 20.00' N65°06'00"W 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45'C9C1 0 C11 C12S0°53'27"E571.55'C6 XXXXXXXX X X X34.6 cfs EE-1 14.44 ac 0.7 cfs EE-2 0.09 ac ST A T E H I G H W A Y 1 1 4 HIGHLAND STREET (VARIABLE WIDTH RIGHT-OF-WAY) INST. NO. D183023811 O.P.R.T.C.T. DESIGN POINT #1 QEXISTING = 34.77 cfs QPROPOSED = 35.30 cfs DRAINAGE AREA TABLE DRAINAGE AREA NO. EE-1 EE-2 AREA (ac) 14.44 0.09 RUNOFF COEFFICIENT "C" 0.300 0.900 RAINFALL INTENSITY "I" 100 (in/hr) 7.98 9.64 TOTAL FLOW Q100 (cfs) 34.57 0.74 COLLECTION POINT EXISTING GRASS SWALE EXISTING GRASS SWALE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004Plotted By:Whitlock, Bryce Sheet Set:METHODIST SOUTHLAKE HELIPAD Layout:C-09 PROPOSED DRAINAGE AREA MAP February 03, 2025 04:46:43pm K:\DAL_Civil\061163003-Methodist Southlake Helipad\Cad\PlanSheets\C-Dmap.dwgPROPOSEDDRAINAGE AREAMAPC-303 NORTH DRAINAGE KEY DRAINAGE AREA DESIGNATION AREA (ACRES) RUNOFF Q (CFS) Q = C I A Q = (100 YEAR PEAK DISCHARGE IN CFS) C = (RATIONAL METHOD RUNOFF COEFFICIENT) I = (RAINFALL INTENSITY, INCH/HOUR) A = (DRAINAGE AREA IN ACRES) PROPOSED DRAINAGE AREA BOUNDARY 5 1.56 ac 12.26 cfs 02/03/2025 02/03/2025 SSSSSS SS SS XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F LFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24' M U T U A L A C C E S S E A S E M E N T 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. E E COMM. BOX WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. BM 53 N65°06'00"W 20.00' 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45' C6 630628629631631632632630628629631632631632 63 3 631 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF 21. 0 0 '10.00'CE630629631632 632632 632 6 3 1 SO SF SF IP IP633 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004Plotted By:Whitlock, Bryce Sheet Set:METHODIST SOUTHLAKE HELIPAD Layout:C-12 EROSION CONTROL PLAN February 03, 2025 04:46:53pm K:\DAL_Civil\061163003-Methodist Southlake Helipad\Cad\PlanSheets\C-Eros.dwgEROSION CONTROLPLANC-401 NORTH PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS SILT FENCE CONSTRUCTION ENTRANCE CURB INLET PROTECTION ROCK CHECK DAM LEGEND SF SF IP CE SF 447 447 SO TOTAL DISTURBED AREA 1.12 ACRES 02/03/2025 02/03/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERBKWJJWJLP06116300301/13/2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKENot for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date JAMIE PLOETZNER, P.E. 110199 01/13/2025 CITY CASE NO. ZA25-0004Plotted By:Whitlock, Bryce Sheet Set:METHODIST SOUTHLAKE HELIPAD Layout:C-12 EROSION CONTROL PLAN (2) February 03, 2025 04:46:55pm K:\DAL_Civil\061163003-Methodist Southlake Helipad\Cad\PlanSheets\C-Eros.dwgEROSION CONTROLDETAILSC-402 STONE 1 1/2" FILTER 1/ 2 H H EA C H S I D E 6" M I N . 8' M A X FLOW SLIT FENCE FENCE SIDE OF SILT STONE EACH 6" MIN. TOP OF SO 02/03/2025 02/03/2025 XXXXXXXXXXXXX X X X X XXWWWWWWWWWWWWWWWWWWWWWWWWWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24' M U T U A L A C C E S S E A S E M E N T IN S T . N O . D 2 1 2 0 6 4 0 8 9 26' FIRE LANE,ACCESS,DRAINAGE &UTILITYEASEMENTINST. NO.D212064089O.P.R.T.C.T.24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 E E COMM. BOX COLUMN COLUMN WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. BM 53 C7N28°25'18"W 46.82'C8N24°54'00"E EXISTING HOSPITAL BUILDING ENTRANCE XXXXXXXX X X XX X X XXXXSSSSSS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SSSS SS SS SS xxxxxxxxWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W x W W WWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W OH E OH E OH E OH E OH E O H E O H E O H E O H E OHEOHEOHEOHEOHEOHEOHEOHE W W W W W W W W W W WUG E UG E UG E UG E UG E U G E U G E U G E U G E U G E U G E 36.9'36.8'26. 0 ' FIR E L A N E 24.0'FIRE LANE26. 0 ' FIR E L A N E 26.0'FIRE LANE26.0'FIRE LANE50' B U I L D I N G L I N E BUFFERYARD TYPE NOT APPLICABLE15' BUILDING LINE30' BUILDING LINE15' BUILDING LINEBUFFERYARD TYPE NOT APPLICABLE28. 0 ' FIR E L A N E LOT 3R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 LOT 2R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 FOREST PARK MEDICAL CENTER MULTI LEVEL STUCCO BUILDING LOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 4 STORY STUCCO PARKING GARAGE LOT 1, BLOCK 1 BRIGHTBILL ADDITION VOL. 388-162, PG. 73 P.R.T.C.T.26.0'FIRE LANE31. 4 'xxxxxxxxxxxxxxxxxxxxxxxxxx x 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T.FLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFL FLFLFLFLFLFL FLFLFLFLFLFLFL FLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FL FL FL FL FLFL FLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLLOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT INST. NO. D213057720 O.P.R.T.C.T. O.P.R.T.C.T. 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T.DETENTION EASEMENT INST . NO . D212064089O.P .R .T .C .T . 15' D R A I N A G E E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . DETENTION EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 5' X 25' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' X 25' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T.FLFLFLFLFLFLFLFLFL FL24' M U T U A L A C C E S S E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . 24' M U T U A L A C C E S S E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . 24' M U T U A L A C C E S S E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . 15' W A T E R E A S E M E N T INS T . N O . D 2 1 2 0 6 4 0 8 9 O.P . R . T . C . T . 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' X 10' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T.26' FIRE LANE,ACCESS,DRAINAGE &UTILITYEASEMENTINST. NO.D212064089O.P.R.T.C.T.24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' U T I L I T Y E A S E M E N T INS T . N O . D 2 1 3 0 5 7 7 2 0 O. P . R . T . C . T . 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 24' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 28' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 15' DRAINAGE EASEMENT (BY THIS PLAT) RIGHT-OF-WAY DEDICATION INST. NO. D212064089 O.P.R.T.C.T. HIGHLAND STREET (VARIABLE WIDTH RIGHT-OF-WAY) INST. NO. D183023811 24.68'141.23'35.2 2 ' 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 5.41' X 15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 33.3' APPROXIMATE LIMIT OF F.E.M.A. 100-YEAR FLOODPLAIN C E N T E R L I N E WATER & SANITARY SEWER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. DETENTION EASEMENT (BY THIS PLAT) 15' DRAINAGE EASEMENT INST. NO. D212064089 O.P.R.T.C.T. L11L12 L13 L143.48'L15L16L17L18L19 55.51'15' WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. WATER & SANITARY SEWER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. 10' ONCOR EASEMENT INST. NO. D212058867 O.P.R.T.C.T. Grid N:7,033,471.08 Grid E:2,384,462.20 LARKI N H. C HI V E R S S U R V E Y, ABST R A C T N O. 3 0 0 L 2 0 799000010627.280TRAVERSE POINT SET X 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT INST. NO. D212064089 O.P.R.T.C.T. E E COMM. BOX COLUMN COLUMN WATER EASEMENT INST. NO. D212064089 O.P.R.T.C.T. BM 53 Grid N:7,033,471.08 Grid E:2,384,462.20S27°09'50"W515.94'N1°15'06"E 7.62' S88°49'39"E 195.93' N24°54'00"E 81.33'C4C 5 N24°54'00"E 193.38' N65°06'00"W 20.00' N65°06'00"W 4.67' N1°24'51"W 8.13'C7N28°25'18"W 46.82'C8N24°54'00"E 241.45'C9C1 0 C11 C12 C6 630631632632630628629631 632632630 629 6306296316 3 2 63 3 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERAMHAMHAMH06116300302-03-2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKEFOR REVIEW ONLY Not for construction or permit purposes P.L.A. L.A. No.Date Anne M. Harman 3146 02-03-2025 CITY CASE NO. ZA25-0004LANDSCAPE PLANL-101 NORTH STEEL EDGE MATERIAL: 3/16" x 4" STEEL PLATE COLOR: PLANTING: POWDERCOAT BLACK SIZE: LENGTHS PER PLAN, ALL SEAMS TO BE FLUSH AND LEVEL INSTALL: REF. DETAILS APPROVAL:CUT SHEET METALS M-1 \\\\\\\\ ENLARGEMENT NORTH 1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AND MUST BE REPLACED WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 4.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 5.FINAL FINISH GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING. 6.ALL PLANT QUANTITIES LISTED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE AND VERIFY ALL QUANTITIES. 7.LANDSCAPE CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND LAWN AREAS. 8.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS AND SIZES GIVEN IN THE PLANT LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. LATEST EDITION AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ANY PLANT SUBSTITUTION SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 9.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 10.ALL NEW PLANTING AREAS TO BE AMENDED PER SPECIFICATIONS. 11.ANY PLANT MATERIAL THAT DOES NOT SURVIVE SHALL BE REPLACED WITH AN EQUIVALENT SIZE AND SPECIES WITHIN THIRTY (30) DAYS. 12.PLANT MATERIAL SHALL BE PRUNED AS NECESSARY TO CONTROL SIZE BUT NOT TO DISRUPT THE NATURAL GROWTH PATTERN OR CHARACTERISTIC FORM OF THE PLANT EXCEPT AS NECESSARY TO ACHIEVE HEIGHT CLEARANCE FOR VISIBILITY AND PEDESTRIAN PASSAGE OR TO ACHIEVE A CONTINUOUS OPAQUE HEDGE IF REQUIRED. 13.LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL. 14.ALL LIME STABILIZED SOIL & INORGANIC SELECT FILL FOR BUILDING SHOULD BE REMOVED FROM PLANTING AREAS TO A DEPTH OF 24" & REPLACED WITH ORGANIC IMPORTED TOPSOIL FILL. 15.CONTRACTOR TO PROVIDE 12 MONTH WARRANTY AND MAINTENANCE FOR ALL PLANT MATERIAL FROM DATE OF SUBSTANTIAL COMPLETION 16.ALL TREES OVERHANGING PEDESTRIAN PATHWAYS TO BE PRUNED TO BE 7' CLEAR. ALL TREES OVERHANGING FIRE LINE / VEHICULAR STREET TO BE PRUNED TO BE 14' CLEAR. 17.ALL AREAS OUTSIDE LIMIT OF WORK DISTURBED BY CONSTRUCTION ACTIVITY TO BE FINE GRADED AND PLANTED WITH BERMUDA HYDROMULCH WITH TEMPORARY IRRIGATION UNTIL ESTABLISHED. 18.ALL LANDSCAPE AREAS, WHETHER REQUIRED OR NOT, MUST BE EQUIPPED WITH A FULLY AUTOMATIC ELECTRONIC LANDSCAPE IRRIGATION SYSTEM DESIGNED AND INSTALLED IN COMPLIANCE WITH CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND CITY OF CARROLLTON LANDSCAPE IRRIGATION REGULATIONS. LANDSCAPE GENERAL NOTES:PLANT SCHEDULES:MATERIAL SCHEDULES: SITE FENCE/GATE (MATCH EXISTING DETENTION POND FENCING) TYPE: WELDED STEEL, PRE-ASSEMBLED MODEL:MONTAGE MAJESTIC FLUSH BOTTOM RAIL COLOR:POWDERCOAT BLACK SIZE:4'-0" HEIGHT, LENGTHS PER PLAN INSTALL: REF. MANUFACTURER SPECS. SUPPLIER:AMERISTAR PERIMETER FENCE CONTACT:(888.333.3422) APPROVAL:CUT SHEET M-2 X 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. FINISHED GRADE. UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. PLANT ROOTBALL TO BE INSTALLED CENTERED AND PLUMB/LEVEL IN PLANTING PIT SECTION BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED PLAN 4"FRONT OF BED EQ. EQ. SHRUBS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. SHRUB LEAVE ROOTBALL EXPOSED AROUND BASE OF STEMS. Typical Shrub Planting AScale: NTS MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL B THIS SHEET SIDEWALK ZONE REF. PLANS CL Shrub Planting at Sidewalk BScale: NTS 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS), NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. 4" HIGH x 8" WIDE ROUND-TOPPED SOIL BERM (ABOVE ROOT BALL SURFACE) SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL IN A 180° ARC. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. LEAVE 6" OF TOP OF ROOTBALL EXPOSED AROUND BASE OF STEMS. FINISHED GRADE. REFERENCE GRADING PLAN UNDISTURBED SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ROOTBALL CENTERED IN PIT EXISTING SLOPE SHRUB LOOSEN/SCARIFY SIDES OF SLOPE/PLANTING HOLE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE MAIN STEM(S) MEET(S) SUBSTRATE/SOIL. FINISH GRADE SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL Shrub Planting On 5-50% (20:1 TO 2:1) Slope CScale: NTS Steel Edge DScale: 1" = 1'-0" MULCH REF. PLANTING DETAILS STAKES PER MANUFACTURER PLANTING SOIL REF. PLANTING DETAILS TURF 1"SOIL DEPTH, REF. SPECSNOTES: 1.EDGING AND STAKES TO BE POWDERCOATED BLACK. 2.EDGING SIZE PER PLAN(S). 3.EDGING FABRICATED IN 10' 0" OR 16' 0" SECTIONS WITH ANCHOR STAKE LOOPS STAMPED IN FACE OF SECTION 32" ON CENTER. 4.USE 15" TAPERED STEEL ANCHORING STAKES (3/16" THICK) PROVIDED BY MANUFACTURER. STEEL EDGING, REF. MATERIALS LEGEND 1'-6" MIN.GATE WIDTH 2'-6" MIN.PAVING, PER PLANS GATE PLAN GATE Site Gate EScale: 1" = 1'-0" NOTES: 1.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2.ALL STEEL MEMBERS TO BE POWDERCOATED, REF MATERIAL LEGEND. 3.STRUCTURAL ENGINEER TO REVIEW FOR SHOP DRAWINGS FOR STRUCTURAL DESIGN AND VERIFY STEEL SIZE AND WIDTH. 4.GATE OPERATION FORCE NOT TO EXCEED 8.5 LBS. 3'-0" CLEAR 1/2" MAX.10"+/- 4'-0" (MATCH EXISTING DETENTION POND FENCING)CONCRETE FOOTING, SIZE, DEPTH AND REINFORCING BY STRUCTURAL ENGINEER. EMBED POST IN FOOTING, REF STRUCTURAL 1/4" X 10" STEEL PLATE, TO BE INSTALLED FLUSH WITH GATE FRAME (PUSH SIDE OF GATE)STRUCTURALTO PROVIDEEMBED DEPTHSELF-CLOSING GATE HINGE LATCH PER OWNER STEEL POST 2" SQ x 16GA (VERIFY SIZE PER MANUFACTURER) STEEL PICKET .625" SQ x 18GA STEEL RAIL .9375" x 1-1/4" x 14GA STEEL FRAME 1-1/4" SQ x 16GA COMPACTED SUBGRADE, REF. GEOTECH REPORT GATES TO HAVE 18"W X 60"D NET CLEARANCE, BOTH SIDES OF GATE, FOR ACCESSIBLE ROUTE 1'-6" MIN. PERFORATED PANEL\PWELD TO INTERIOR SIDE FScale: 1" = 1' - 0" Site Fence CONCRETE FOOTING, SIZE, DEPTH AND REINFORCING BY STRUCTURAL ENGINEER. 8'-0" O.C. NOM. 4" MAX.+/- 4'-0" (MATCH EXISTING DETENTION POND FENCING)2"NOTE: 1.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2.ALL STEEL MEMBERS TO BE POWDERCOATED, REF MATERIAL LEGEND. 3.STRUCTURAL ENGINEER TO REVIEW FOR SHOP DRAWINGS FOR STRUCTURAL DESIGN AND VERIFY STEEL SIZE AND WIDTH.3'-0" MIN.FOOTING DEPTHSTRUCTURALTO PROVIDEEMBED DEPTHSTEEL POST 2" SQ x 16GA STEEL PICKET .625" SQ x 18GA STEEL RAIL .9375" x 1-1/4" x 14GA BRACKET OPTIONS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERAMHAMHAMH06116300302-03-2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKEFOR REVIEW ONLY Not for construction or permit purposes P.L.A. L.A. No.Date Anne M. Harman 3146 02-03-2025 CITY CASE NO. ZA25-0004LANDSCAPEDETAILSL-102 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT© 2025 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERAMHAMHAMH06116300302-03-2025METHODISTSOUTHLAKEHELIPADTEXASSOUTHLAKEFOR REVIEW ONLY Not for construction or permit purposes P.L.A. L.A. No.Date Anne M. Harman 3146 02-03-2025 CITY CASE NO. ZA25-0004LANDSCAPESPECIFICATIONSL-103 329310 - PLANTS (CONT.)329200 - TURF AND GRASSES SPECIFICATIONS: 329510 - LANDSCAPE MAINTENANCE PART 1 -GENERAL 1.1 SECTION INCLUDES A.Furnish all labor, material, equipment, related services and supervision necessary for or incidental to the installation of plants as shown or indicated on the Drawings and/or as specified. B.Work Included: 1.Mulching. 2.Bed Preparation. 1.2 REFERENCE STANDARDS A.American Standard for Nursery Stock, Edition approved May 2, 1986 by American National Standards Institute, Inc. - plant material. 1.3 SUBMITTALS A.Delivery Receipts and Invoices: Submit original delivery receipts and invoices for materials used. B.Product Data: Submit manufacturer's product data sheets for proprietary products C.Samples: 1.Submit for approval sufficient representative quantities of sandy loam, composted organic material, steel edging, mulch, peat moss and crushed rock. Samples shall be approved by the Landscape Architect before use on project. D.Soil Fertility Test Reports: 1.Submit analysis, test results and corrective recommendations to Landscape Architect. 2.Two tests required of existing soil taken at different locations on the project site as directed by the Landscape Architect. 3.One test required of the specified composted organic material mixed in equal parts with the existing topsoil. 1.4 DELIVERY, STORAGE AND HANDLING A.Deliver packaged materials in containers showing weight, analysis and name of manufacturer. B.Protect materials from deterioration during delivery and while stored at the site. 1.5 PROJECT CONDITIONS A.Site Inspection: 1.It is the bidding contractors' responsibility to review all site conditions, as they relate to the proposed project, prior to submission of a bid. Any issues or concerns will be submitted to the Landscape Architect prior to bidding. Submission of a bid will indicate that the bidding contractor has made a site inspection. B.Utilities: 1.Determine locations of underground utilities and perform work in a manner which will avoid possible damage. Do not permit heavy equipment such as trucks to damage utilities. Hand excavate, as required to minimize possibility of damage to underground utilities. Maintain grade stakes until removal is directed. 2.Coordinate with irrigation work to prevent damage to temporary risers of underground sprinkling system and obstruction of work located in landscape areas. C.Protections: 1.Do not move equipment over existing or newly placed structures without the Landscape Architect's approval. 2.Provide board roading as required to protect paving and soft soil. 3.Protect other improvements from damage, with protection boards, ramps and protective sheeting as required. 4.Locate and stake irrigation heads, valve risers and equipment prior to beginning soil preparation work. 5.During work and maintenance period, maintain topsoil and prepared soil in place at established grades. Replace topsoil, prepared soil and mulch due to erosion. D.Delivery and Storage: 1.Store materials in area covered with protective sheeting. 2.If balled plants cannot be planted within 24 hours after delivery to site, protect root balls by heeling in with sawdust or other approved material. 1.6 SUBSTANTIAL COMPLETION & PROJECT CLOSEOUT A.A Certificate of Substantial Completion will be issued when the Work performed under the Contract has been reviewed and found, to the Landscape Architect's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof is also the date of commencement of applicable guarantees as specified. B.A list of items to be completed or corrected will be attached to the Certificate of Substantial Completion. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. C.The Contractor will complete or correct the Work on the list of items within a specific number of days as shown on the Certificate of Substantial Completion. D.Upon completion and re-inspection of all corrected items listed, the Landscape Architect will recommend to the Owner that the work of this Section is ready for final acceptance. 1.7 QUALITY ASSURANCE A.General: Comply with applicable Federal, state, county and local regulations governing landscape materials and work. B.Installer Qualifications: The bidding company will specialize in landscape installation with 5 years documented experience. The contractor will staff the project with a competent superintendent and the necessary assistants as approved by the Landscape Architect. The superintendent will not be changed except with the consent of the Landscape Architect and Owner. The superintendent must have a minimum 5 years' experience with similar projects. C.Personnel: Employ only experience personnel who are familiar with the required work. Provide adequate supervision by a qualified foreman. 1.8 GUARANTEE A.Guarantee plants for one year after date of Final Acceptance. Replace dead materials and materials not in vigorous, thriving condition as soon as weather permits and on notification by the Landscape Architect. Replace plants which have partially died thereby damaging shape, size or symmetry. B.Replace plants with same kind and sizes as originally planted, at no cost to the Owner. At direction of the Landscape Architect, plants may be replaced at start of next year's planting or digging season. In such cases, remove dead plants immediately. Protect irrigation system and other piping, conduit or other work during replacement. Repair damage immediately. 1.9 PROGRESS MEETINGS A.Contractor shall attend all progress meetings as requested by the Landscape Architect/Owner during installation. 1.10 QUANTITY VERIFICATION A.The bidding contractor is responsible for the inclusion of all materials, labor, and equipment as outlined in the plans and specification. The plant list is provided to the bidding contractor as a convenience and the quantities are approximate. B.VERIFICATION OF ALL QUANTITIES IS THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR. Any discrepancies must be reported to the Landscape Architect prior to submittal of bid. C.The Contractor is required to install the specified type and quantity of composted organic material purchased from the specified supplier. Soil Building Systems will e-mail the Landscape Architect, as orders are being placed, for verification that the specified material, quantity and supplier are being used. PART 2 -PRODUCTS 2.1 PLANTS A.General: Plants shall be well-formed No. 1 grade or better nursery stock in accordance with requirements of reference standards, subject to the Landscape Architect's approval. Listed plant heights are from tops of plant balls to the nominal tops of plants. 2.2 SOIL PREPARATION MATERIALS A.Sandy Loam: Fertile, dark sandy loam free of rubble, stones, lumps, plant roots and reasonably free of weeds. Loam containing nut grass or Dallisgrass shall be rejected. B.Commercial Fertilizer: Complete fertilizer, uniform in composition, dry and free flowing. Deliver to site in original unopened containers, each bearing manufacturer's guaranteed statement of analysis. Lesco 14-14-14 landscape and ornamental fertilizer with micronutrients. C.Composted Organic Material: Soil Building Systems -or- The Organic Recycler`Ph Balanced' Compost with a ph of 5.5 to 6.5 and shall be free of treated or used lumber, pine bark or mushroom compost waste. 97% Of the material shall pass through a .5 inch screen and 100% shall pass through a .75 inch screen. 2.3 MISCELLANEOUS MATERIALS A.Filter Fabric: Mirafi 140N by Celanese Fibers Marketing Co. or equal. B.Fertilizer Tablets: BioPlex Planting Tablets, 15 gram, 12-8-8. BioPlex @ 1-800-441-3573 C.Technical Concentrate and Plant Enhancer: BioPlex @ 1-800-441-3573 Pre-Emergent Herbicide: Barracade or Pre-M. 329310 - PLANTS PART 1 -GENERAL 1.1 SECTION INCLUDES A.This section specifies all soil material designated as Topsoil on the drawings or in the specifications. 1.2 SUBMITTALS A.Samples 1.Provide (3) 1-gallon samples for each soil type. 2.Each sample to be a composite of five to seven (5-7) sub-samples taken the full depth of proposed source. On stockpiles, discard upper 6 inches of soil before sampling. 3.Place samples in plastic bags, seal, and place in second paper bag, and label. B.Test Reports 1.Prior to starting work, submit 2 certified copies of soil test reports to the Landscape Architect for approval. 2.Costs of all tests to be borne by the Contractor. 1.3 QUALITY ASSURANCE A.All soil samples and testing shall comply with procedures specified in: 1.U.S.D.A. Ag. Handbook 60: Diagnosis and Improvement of Saline and Alkali Soils. B.Testing Laboratories 1.Certified facilities normally engaged in agronomic soil testing shall be utilized. A.Required Topsoil Tests 1.Chemical analysis indicating: a.Fertility: pH, nitrate nitrogen, ammonia nitrogen, phosphate phosphorous, potassium, calcium, magnesium, zinc, iron, and manganese. b.Suitability: total salinity, boron, sodium, potassium, calcium, magnesium, chloride, and sulfate. 2.Physical properties include: a.Organic content b.Particle size distribution PART 2 -PRODUCTS 2.1 TOPSOIL NOTE: Topsoil needs to be from McCallister's Landscape Supply, or approved equal. 1" in all turf areas, and 4" in all planting beds. A.On-grade topsoil for the work shall conform to the requirements included in this Section 1.A natural, friable, loamy soil, typical of local topsoil which produces heavy vegetative growth, free from subsoil, weeds, sods, stiff clay, stones larger than ½ inch, toxic substances, debris, or other substances which may by harmful to plant growth. 2.The pH range shall be 6.5 to 7.5. B.Grading Analysis: Two inch sieve, 100 percent passing. Number 4 sieve, 90 percent minimum passing. Number 10 sieve, 80 percent minimum passing C.Sand, silt and clay content: 1.Sand: 20 to 75 percent. 2.Silt: 10 to 60 percent. 3.Clay: 5 to 30 percent. D.All topsoil shall be free from all herbicides and insecticides which may adversely affect growth of lawn or planting, or which may contain toxic materials. E.Do not deliver in muddy condition. F.The Contractor shall not use materials which do not conform to these criteria. At the discretion of the Landscape Architect, such material can either by amended to meet these requirements, or will be removed from the site and replaced with suitable material as specified. PART 3 -EXECUTION 3.1 Not Used END OF SECTION 329119 - TOP SOIL PART 1 -GENERAL 1.1 SECTION INCLUDES A.Landscape Maintenance Contractor shall furnish all labor, equipment, chemicals and fertilizer necessary to maintain newly planted landscaping leaving plants in a vigorous, healthy state through the end of the stated maintenance period. Maintenance shall consist of watering, weeding, fertilizing, disease and insect pest control, pruning, aerating, protective spraying and any other procedures consistent with good horticultural practice necessary to insure normal, vigorous and healthy growth of all landscape materials under this contract. Trash and debris will be removed from the project during each regular site visit. Maintenance shall begin following final acceptance of the landscape installation. B.The Landscape Maintenance Contractor shall be responsible for the use of all his/her materials, labor and equipment. Injury to plant material caused by such maintenance, labor and equipment shall be corrected and repaired by the Landscape Maintenance Contractor at his/her expense. This includes both resodding areas damaged by tractor treads when mowing is conducted at an inappropriate time, as determined by the Owner or his/her agent, and replacement of any plants, hardscape, or other amenities on the site when damaged by the Contractor's equipment, materials or agent(s). 1.2 INSURANCE A.Contractor shall provide to the Owner, at his own expense, evidence of adequate Workman's Compensation, General Liability and Property Damage Liability, subject to approval of the Owner. 1.3 CLEAN UP A.All debris, tools, surplus materials, equipment, etc. shall be removed after each regular visit from the maintenance crew. The site shall be left in a neat, acceptable condition such as to meet the approval of the Owner. 1.4 LICENSE REQUIREMENTS A.Pesticide: The Contractor shall be a licensed pesticide applicator or employ a licensed certified pesticide applicator for the treatment of insects and diseases if required by the Arkansas Pesticide Use and Application Regulations of the Arkansas Department of Agriculture. The Owner may require documentation of such certification as necessary for his records. B.Herbicide: The Contractor shall possess a permit or employ a person who possesses a permit to apply herbicide if required by the Arkansas Pesticide Use and Application Act of the Arkansas Department of Agriculture. The Owner may require documentation of such certification as necessary for his records. C.Irrigation: The Contractor shall possess an irrigator's license issued by the State of Arkansas or employ such a licensed irrigator to perform the irrigation system maintenance. The irrigation system shall be maintained under the supervision of the licensed irrigator who shall be on the site at all times during this work. The Owner may require documentation of such license for his records. The Contractor shall verify and adhere to the requirements and codes of any controlling utility authorities. PART 2 -PRODUCTS 2.1 COMMERCIAL FERTILIZER A.Complete fertilizer, uniform with composition, dry and free flowing, delivered to site in original unopened containers, each bearing manufacturer's guaranteed statement of analysis. 1.Turf at 15-5-10 analysis. 2.Turf at 21-0-0 analysis. 2.2 SOIL FERTILITY TEST A.The Contractor will be required to furnish the Owner with two (2) soil fertility reports including corrective recommendations. B.The exact location of each soil sample taken will be provided by the Landscape Architect or Owner. C.Soil fertility testing will be conducted by a laboratory specializing in this type of testing and approved by the Landscape Architect or Owner. 2.3 MULCH A.Partially decomposed dark brown, fine shredded hardwood bark mulch, reference plans for type. 2.4 WATER A.Water will be supplied by the Owner. 2.5 PLANT REPLACEMENT A.It will be the responsibility of the Landscape Maintenance Contractor to replace any and all plant material that is dead or damaged due to non-performance of the contracted scope of work, un-supervised personnel or un-supervised subcontractors. 2.6 PESTICIDES AND HERBICIDES A.Pesticides and herbicides shall be of the type that is commercially available. PART 3 -EXECUTION 3.1 PLANT MAINTENANCE A.The Scope of Work for plant maintenance includes all possible means required to preserve the plants and vegetative material existing within the site in a healthy and vigorous growing condition to insure their successful establishment. Plant maintenance shall include, as a minimum, the following items. 1.Insect, Disease, and Animal Control: The Contractor shall inspect the plants and planted areas once each two (2) weeks or as approved by the Owner. The Contractor shall be required to notify the Owner in writing of problems with insects, diseases, or animals as such problems arises. The Contractor also shall recommend corrective measures in writing. 2.The Contractor shall treat the plants and/or the planted areas in accordance with accepted methods of horticultural practices and the Texas Department of Agriculture guidelines regarding the use of pesticides. The Contractor also shall follow the manufacturer's instructions for the use and application of any pesticides. 3.Bed Maintenance: The Contractor shall maintain the plant basins and beds free of weeds and grass or other material detrimental to the growth of the plants or appearance at the site. Herbicides, when used by the Contractor, will under no circumstances be used on days where the wind could cause drift hazard to desirable plants. The Contractor shall also follow the manufacturer's instructions for the use and application of any herbicide. Two pre-emergent herbicide applications will be made per year along with manual weeding and post emergent herbicide applications as required. All shrub and groundcover beds shall be fertilized two (2) times per year at a rate of 2 lbs. Per 1,000 square feet. Hardwood mulch shall be maintained to a minimum depth of two (2) inches, in all bed areas. 4.Re-staking and re-bracing of Plants: Any damaged or destroyed stakes, guys or braces shall be replaced by the Contractor. This shall include any adjustment to the staking or guying to prevent girdling of plants. Adjustment will be made to tighten wires and cables as required. 3.2 TURF AND GRASS MAINTENANCE A.Sod: 1.Mowing and Trimming: All lawns shall be mowed approximately every seven days April thru September, three (3) times per month in March and October and once monthly November thru February. All sidewalks and curbs shall be edged, and trimming around all trees and other objects within turf areas shall occur in concurrence with the maximum mowing cycles. The Contractor shall use power equipment as approved by the Owner. Nylon cord trimmers shall not be used inside plant basins or beds around plant material 2.Fertilization: All sod shall be fertilized in March, May, July and September for a total of four (4) applications. Approximately 1.5 to 2 lbs. nitrogen will be applied per 1,000 square feet per application. Various analyses and blends of fertilizers can be used based on soil tests results. 3.Weed Control: All sod shall be treated with two (2) pre-emergent herbicide and four (4) post-emergent herbicide applications for a total of six (6) applications. Herbicide applications will only be required on established stands of grass. 4.Insect, Disease and Animal Control: The Contractor shall inspect all lawn areas once each two (2) weeks or as approved by the Owner. The Contractor shall be required to notify the Owner in writing of problems with insects, diseases, or animals as such problems arises. The Contractor also shall recommend corrective measures in writing. 3.3 IRRIGATION SYSTEM OPERATION AND MAINTENANCE A.The scope of work for the operation and maintenance of the permanent irrigation system shall consist of the monitoring, adjustment, repair and proper operation of the existing irrigation system as required insuring adequate moisture to the plant material existing on the project. The existing condition of the system and any known deficiencies will be corrected by the Contractor upon approval by the Owner. The Contractor shall insure that all irrigation zones, rain sensors and freeze sensors are operating correctly. Include seasonal draining and winterizing of irrigation system when required. B.System repairs will include monitoring of the system on a year round bi-weekly basis and reporting of all damaged or trouble areas to the Owner. The Contractors personnel shall repair any damage that may have occurred during the mowing cycle and set automatic systems to correct time requirements. Any damage not the fault of the Landscape Maintenance Contractor shall be assessed and brought to the attention of the Owner with an estimate of the subsequent costs to make the repairs. In the event the irrigation system fails due to the Contractor's actions or neglect, the Contractor shall furnish plant irrigation by a method and quantity approved by the Owner. END OF SECTION PART 3 -EXECUTION 3.1 EXAMINATION AND PREPARATION A.Examine sub-grade and other related construction for defects that adversely affect Work. B.Do not proceed until unsatisfactory conditions have been corrected. C.Additional soil amendments may be required per soil test results. 3.2 BED PREPARATION A.When grassy or broadleaf weeds are present, spray with Roundup, a non-selective systemic herbicide, for 100% control. When Nut Sedge is present, spray with Manage, a selective post emergent herbicide, for 100% control. Application of post emergent herbicides is to be performed by a licensed applicator. B.Layout and stake beds for the Landscape Architect's approval prior to installation of steel edging and planting. C.Excavate existing soil from beds as needed to allow for installation of the specified organic compost and mulch. Excavated materials will be removed from the site as required by the Landscape Architect and Owner. D.IMPORTANT: Provide 4 inches of composted organic material in shrub and groundcover beds. E.Till to a depth of 8 inches. F.Add commercial fertilizer at 7 pounds per 1,000 square feet of bed area and apply prior to application of mulch. G.The fertilizer type and rate specified herein is applicable unless countermanded by the soil fertility test corrective recommendations, in which case they will be applicable. H.Grade beds to allow for free flow of surface water to the bed edge and away from buildings. Beds will be mounded 2 inches to 3 inches and tapered at the edges to meet existing grade. 3.3 SUMMER DIGGING & TRANSPLANTING B.To minimize transplant shock, plant decline, defoliation or loss to all balled and burlaped plants. 1.Apply Technical Concentrate and Plant Enhancer to plants 24 to 96 hours prior to digging or transplanting. 2.Apply with both a foliar and root drench at identical dilutions of 1.0 fl. oz. (low stress conditions) to 3.0 fl. oz. (high stress conditions) per inch of trunk diameter or each 24 inches of plant height. Mix into 5 to 10 gallons of water for each 1 inch of trunk diameter and 24 inches of plant height. 3.Re-apply in 15 to 30 days or sooner if extreme environmental stress requires Re-apply at either a rate of 1 to 3 fl. oz. per inch of trunk diameter or 5 to 7 fl. oz. per 5 to 10 gallons of water. 3.4 MULCHING A.After planting has been completed and approved by Landscape Architect, cover all bare soil around plants. The depth shall vary depending on the plants being mulched. Large plants will receive a 3 inch depth and plants in 4 inch pots and smaller will receive a 1 inch depth. At no time will mulch come in contact with the stems of plants. Delay mulching in shrub beds until after application of pre-emergent herbicide and near substantial completion of the project. 3.5 CLEANUP A.During work, keep premises neat and orderly including organization of storage areas. Trash, including debris resulting from removing weeds or rocks from planting areas, preparing beds, or planting plants, shall be removed from site daily as work progresses. B.Keep sidewalks, streets and courtyard areas clean by sweeping or hosing. 3.6 MAINTENANCE A.Water will be provided by the Owner. Provide necessary hoses and other watering equipment required to complete work. B.Until Final Acceptance, maintain plantings by watering, cultivating, weeding, spraying, cleaning and replacing as necessary to keep the landscape in a vigorous, healthy condition and rake bed areas as required. C.Follow landscape maintenance procedures outlined in Specifications Section 329510 - Planting Maintenance. 3.7 PLANT SCHEDULE A.Refer to schedule on drawings. END OF SECTION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Soil Preparation. 2.Sod. 3.Temporary Irrigation. 1.2 DEFINITIONS A.Finish Grade: Elevation of finished surface of planting soil. B.Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. C.Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. D.Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.3 SUBMITTALS A.Any deviation from this specification and drawings must be approved in writing by the Owner via submittal. 1.Certification of sod source. 2.Soil Test Results. 1.4 QUALITY ASSURANCE A.Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. B.Topsoil Analysis: Contractor shall furnish soil analysis from (2) locations of stockpiled existing topsoil to be re-used on site. If imported topsoil is proposed, a soil analysis shall be provided from the source material as well. Test shall be performed by a qualified soil-testing laboratory, such as the University of Arkansas Extension service. 1.Test Type: Report suitability of topsoil for Turf Grass. State recommended quantities on nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory topsoil. 1.5 MAINTENANCE SERVICE A.Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the following periods: 1.Sodded Lawns: 30 days from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SOD A.Sod per the planting schedule. 2.2 TOPSOIL A.Topsoil: On site soil, stripped prior to mass grading, or imported meeting criteria herein. 1.Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth. If stripped topsoil is insufficient in quantity or quality, the contractor shall import, at no additional expense, sufficient soils to bring the site grades to the required elevations. 2.3 COMPOST A.Compost: well-composted, stable, and weed-free organic matter, ph range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through1-inch sieve; soluble salt content of 5 to 10 decisiemens/m. McCallister's Landscape Supply Compost or approved equal. PART 3 - EXECUTION 3.1 LAWN PREPARATION A.Newly Graded Topsoil: Finish grade by removing stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. B.Sod Areas: Apply fertilizer in recommended rates from soil test, then till into 3” existing soil to prepare turf areas. C.Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. D.Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. E.Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.2 SOD INSTALLATION A.Sod: Roll sod over the areas identified on the plans with staggered joints. Use a manual roller drum following first watering. Use fine sand to fill joints and re-roll after the first week of watering. Any settling in areas of trenches, or other areas will not be accepted until a smooth, evenly draining slope is obtained. 3.3 LAWN MAINTENANCE A.Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, re-grade, and replant bare or eroded areas and re-mulch to produce a uniformly smooth lawn. Provide materials and installation the same as those used in the original installation. B.Mow sod for maintenance. Mow lawn one time as soon as top growth is tall enough to cut. 3.4 SATISFACTORY TURF A.Satisfactory Sod: Fully rooted, evenly colored sod without visible sod joints that has been mowed at least twice. B.Use specified materials to reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. END OF SECTION 328400 - PLANTING IRRIGATION PART 1 - GENERAL 1.1 SUMMARY A.This Section includes piping, valves, sprinklers, specialties, controls, and wiring for automatic control irrigation system. 1.2 DEFINITIONS A.Lateral Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow. B.Irrigation Main Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water-distribution-system pressure. 1.3 SUBMITTALS A.Product Data: Include pressure ratings, rated capacities, and settings of selected models for the following: 1.System valves. 2.Specialty valves. 3.Control-valve boxes. 4.Sprinklers. 5.Irrigation specialties. B.Operation and maintenance data. 1.4 QUALITY ASSURANCE A.Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. PART 2 - PRODUCTS 2.1 MANUFACTURERS A.As indicated on the drawings. 2.2 PIPES, TUBES, AND FITTINGS A.PVC Pipe: ASTM D 1785, PVC 1120 compound, Class 200. 1.PVC Socket Fittings, Schedule 40: ASTM D 2466. 2.3 GENERAL-DUTY VALVES A.PVC Ball Valves: MSS SP-122, nonunion type, with full-port ball, socket or threaded detachable end connectors, and pressure rating not less than 150 psig. 2.4 SPECIALTY VALVES A.Plastic Automatic Control Valves: Molded-plastic body, normally closed, diaphragm type with manual flow adjustment, and operated by 24-V ac solenoid. 1.Manufacturer as indicated on the drawings. B.Drainage Backfill: Cleaned gravel or crushed stone, graded from 3/4 inch minimum to 1 inch maximum. 2.5 SPRINKLERS A.Description: Plastic housing and corrosion-resistant interior parts designed for uniform coverage over entire spray area indicated, at available water pressure. 1.Manufacturer as indicated on the drawings. 2.6 AUTOMATIC-CONTROL SYSTEM A.Manufacturer as indicated on the drawings. PART 3 - EXECUTION 3.1 EARTHWORK A.Install piping and wiring in sleeves under sidewalks and paving per the drawings. B.Provide minimum cover over top of underground piping according to the following: 1.Irrigation Main Piping: Minimum depth of 18 inches. 2.Lateral Piping: 12 inches. 3.Sleeves: 18 inches. C.Place and compact initial backfill of satisfactory soil, free of particles larger than 1 inch in any dimension, to a height of 12 inches over the lateral and mainline pipes. Place and compact final backfill of satisfactory soil to final subgrade elevation. 3.2 PIPING APPLICATIONS A.Underground Irrigation Main Piping: As indicated on plans, socket fittings; and solvent-cemented joints per the drawings. B.Lateral Piping: Class 200 PVC pipe and socket fittings per the drawings and details. C.Sleeves: Schedule 40 PVC pipe and socket fittings; and solvent-cemented joints. 3.3 VALVE APPLICATIONS A.Control Valves: Per the drawings. 3.4 INSTALLATION A.Install piping free of sags and bends. B.Install groups of pipes parallel to each other, spaced to permit valve servicing. C.Install fittings for changes in direction and branch connections. D.Install unions adjacent to valves and to final connections to other components. E.Lay piping on solid base, uniformly sloped without humps or depressions. F.Control Valves: Install in control-valve box. G.Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. H.Locate sprinkler heads to maintain a minimum distance of 2 inches from paved surfaces. I.Install freestanding controllers on precast concrete bases per the drawing. J.Install control cable in same trench as irrigation piping and at least 2 inches below or beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas if irrigation piping is installed in sleeve. 3.5 FIELD QUALITY CONTROL A.Perform the following field tests and inspections and prepare test reports: 1.Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2.Operational Test: After electrical circuitry has been energized, operate controllers and automatic control valves to confirm proper system operation. 3.Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. B.Remove and replace units and re-inspect as specified above. 3.6 ADJUSTING A.Adjust settings of controllers. B.Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C.Adjust sprinklers so they will be flush with, or not more than 1/2 inch above, finish grade. END OF SECTION