03 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 - Applicant Plans - Part 2 — original pdf

Backup

E L C Y C E R E S A E L P GRAY AES, PSC 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 474-8666 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 281-5000 Food & Beverage | Manufacturing Automotive | Distribution Mission Critical | Commercial POLLUTANTS FROM OWNER’S OPERATIONS - CUSTOMER ’S KNOWLEDGE OF ITS ACTIVITIES THAT WILL BE CONDUCTED WITHIN THE FACILITY TO BE DESIGNED BY GRAY AES, PSC AND CONSTRUCTED BY GRAY, AND THE MATERIALS INVOLVED IN THOSE ACTIVITIES, IS SUPERIOR TO GRAY AES AND GRAY ’S KNOWLEDGE. ACCORDINGLY, AND ANYTHING CONTAINED IN THE CONTRACT DOCUMENTS TO THE CONTRARY NOTWITHSTANDING, ANY DUTY OR WARRANTY BY GRAY AES OR GRAY HEREIN SHALL NOT APPLY TO THE DISCHARGE, DISPERSAL, ESCAPE, RELEASE OR SATURATION OF ANY POLLUTANT INTO THE ATMOSPHERE OR ANY BODY OF WATER OR ON, ONTO, UPON, IN OR INTO THE SURFACE OR SUBSURFACE OF LAND. FOR PURPOSE OF THIS SECTION, THE WORD “POLLUTANT ” SHALL MEAN ANY SOLID, LIQUID, GASEOUS, OR THERMAL IRRITANT OR CONTAMINANT, INCLUDING BUT NOT LIMITED TO SMOKE, VAPOR, SOOT, FUMES, ACIDS, ALKALIS, CHEMICALS AND WASTE AND SHALL INCLUDE ANY HAZARDOUS SUBSTANCE. THE CAPACITY OF THE FACILITY AND THE DESIGN OF ANY OF ITS PARTS, SO AS TO PREVENT THE ESCAPE, RELEASE, DISCHARGE, DISPERSAL OR SATURATION OF POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CUSTOMER. NOTICE: UNLESS OTHERWISE AGREED IN WRITING, GRAY IS THE SOLE OWNER OF ALL PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS AND ANY TRADE SECRETS IN THE MATTER CONTAINED HEREIN. ANY DISCLOSURE, REPRODUCTION OR REVISION OF THIS DOCUMENT OR ANY PORTION THEREOF IS SPECIFICALLY PROHIBITED UNLESS PREVIOUSLY APPROVED IN WRITING BY GRAY. # 02 03 04 05 DATE 02/20/2026 05/08/2026 06/17/2026 07/17/2026 DESCRIPTION DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE PRELIMINARY -FOR REVIEW ONLY- THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. THEY ARE PREPARED BY, OR UNDER THE SUPERVISION OF: 125859 PE # DAVID B HIRD TYPE OR PRINT NAME 03/23/2026 DATE AOR/EOR STAMP A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC GEOTECHNICAL BORING LOGS 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 65 SHEET NUMBER C-711 NOT FOR CONSTRUCTION 07/28/202603 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 12 of 13 e. MANUFACTURERS' DATA - WHERE MANUALS CONTAIN MANUFACTURERS' STANDARD PRINTED MAINTAIN CONCRETE TEMPERATURE BELOW 90° F AT TIME OF PLACEMENT. GENERAL NOTES 1. THIS CONSTRUCTION DOCUMENT SET HAS BEEN CREATED TO ILLUSTRATE THE GENERAL DESIGN INTENT OF THE PROJECT. CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S REPRESENTATIVE, PROVIDING NOTIFICATION IF ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF DISCREPANCIES EXIST WITHIN THE CONSTRUCTION DOCUMENT SET. 2. CONTRACTOR TO PROVIDE THE MOST RECENT APPROVED AND PERMITTED CONSTRUCTION DOCUMENT SET TO ALL SUBCONTRACTORS. ALL SUBCONTRACTORS SHALL BE GIVEN THE ENTIRE SET OF DOCUMENTS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REVIEW THE ENTIRE PLAN SET INCLUDING THE MOST RECENT CONTRACT DOCUMENT ADDENDUMS, AMENDMENTS, RE-ISSUES, BULLETIN DRAWINGS, ETC. AND ENSURE THEY HAVE THE NECESSARY INFORMATION TO ACCURATELY SCOPE THE PROJECT FOR THE SUBCONTRACTORS' RESPECTIVE TRADE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO BECOME FAMILIAR WITH THE COMPLETE SET OF PROJECT DOCUMENTS. 3. CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT SHEETS OF THE CONSTRUCTION DOCUMENT SET AND THAT SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC DRAWINGS ON WHICH THEY ARE PLACED, SUPPLEMENT THE NOTES LISTED HEREIN. ALL NOTES SHALL BE APPLICABLE TO ALL DRAWINGS, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION. CONFLICTS OR MISSING INFORMATION SHALL BE BROUGHT TO THE OWNER'S REPRESENTATIVE ATTENTION IN WRITING. 5. DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE FEATURES. HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO THE OWNER'S REPRESENTATIVE'S ATTENTION. HARDCOPY INFORMATION SHALL PREVAIL. PHYSICAL HARDCOPIES (I.E. PRINTED) AS WELL AS PUBLISHED DIGITAL SETS (I.E. PDF FILE) ARE CONSIDERED HARDCOPY. 6. PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION, CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION CONFERENCE. THE OWNER, CONTRACTOR, OWNER'S REPRESENTATIVE, AND REPRESENTATIVES FROM AUTHORITIES HAVING JURISDICTION SHALL BE INVITED TO ATTEND THE MEETING. 28. CONTRACTOR SHALL CONTACT TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. 29. CONTRACTOR SHALL COORDINATE STAGING AREA AND LOCATION OF CONSTRUCTION TRAILER WITH OWNER'S REPRESENTATIVE IF NOT SHOWN ON PLANS. 30. CONTRACTOR SHALL ACCEPT, HANDLE, AND STORE PRODUCTS USING MEANS AND METHODS THAT PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT AND VANDALISM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 31. CONTRACTOR SHALL PROVIDE INGRESS/EGRESS TO ALL EXISTING BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED. 32. EXISTING CONDITIONS SLATED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR AND/OR THEIR SUB-CONTRACTORS, SHALL BE REPLACED/RESTORED BY THE CONTRACTOR TO THE ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. 33. EXISTING TREES TO BE SAVED SHALL HAVE TREE PROTECTION FENCES INSTALLED AROUND THEM AS SHOWN IN THE DETAILED DRAWINGS AND IN THE ALIGNMENT AS SHOWN ON SHEET L1.01 PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION. WORK IN THOSE AREAS TO BE DONE BY HAND. TREE PROTECTION FENCES SHALL BE MAINTAINED AND KEPT IN PLACE AT ALL TIMES UNTIL WORK IS COMPLETED. SEE TREE PROTECTION NOTES FOR ADDITIONAL INFORMATION. 34. CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS. 35. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH AFFECTED WORK. CONTRACTOR RECOMMENDED FIELD ADJUSTMENTS SHALL REQUIRE APPROVAL FROM OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR WORK DONE TO RESOLVE DISCREPANCIES IF SUCH NOTIFICATION AND APPROVAL HAS NOT BEEN GIVEN. 7. CONTRACTOR SHALL VERIFY THAT NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION AND HAVE COPIES AVAILABLE ON JOBSITE. 36. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF AREAS WHICH ARE FIELD ADJUSTED DURING CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL APPLICABLE INSPECTIONS AND CERTIFICATIONS THAT MAY BE REQUIRED. ANY ASSOCIATED FEES OR SPECIALTY EQUIPMENT REQUIRED SHALL BE THE CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH THE CONTRACT TERMS. 9. THE DESIGN PROFESSIONAL DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CONSTRUCTION MEANS/METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 37. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED THAT WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING OR INSTALLATION. DIFFERENCE IN COST TO THE OWNER TO BE APPROVED THROUGH AN ESTABLISHED CHANGE ORDER PROCEDURE PRIOR TO ORDERING OR INSTALLATION. 38. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONDUITS AND SLEEVING FOR PROPOSED UTILITIES TO BE INSTALLED. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH CURRENT APPLICABLE BUILDING CODES, ORDINANCES, AND LOCAL REGULATIONS THROUGHOUT CONSTRUCTION OF THE PROJECT. 11. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL AGENCIES' REGULATIONS, STANDARDS, AND SPECIFICATIONS. 12. CONSTRUCTION SHALL CONFORM TO OR EXCEED CURRENT REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG), AND OTHER CURRENT APPLICABLE STANDARDS AND GOVERNING AUTHORITIES. FIELD CONDITIONS THAT MAY RESULT IN NONCOMPLIANCE WITH ADA REGULATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE TO DETERMINE RESOLUTION PRIOR TO PROCEEDING WITH WORK. 13. CONTRACTOR IS REQUIRED TO MEET CURRENT APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMES RESPONSIBILITY FOR SAFETY ON THE PROJECT. 14. CONTRACTOR SHALL NOT DO WORK BEYOND THE LIMIT OF DISTURBANCE AS DEFINED ON THE DRAWINGS AND AUTHORIZED BY THE RESPECTIVE AUTHORITIES. IN SOME DRAWINGS, THE LIMIT OF DISTURBANCE IS GRAPHICALLY SHOWN TO CLEARLY DESCRIBE WORK TO BE PERFORMED. CONTRACTOR SHALL UTILIZE ONLY THAT SPACE WHICH IS REQUIRED TO PERFORM THE WORK AS PERMITTED/APPROVED. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR UNAUTHORIZED WORK BEYOND THE LIMIT OF DISTURBANCE AND SHALL BE RESPONSIBLE FOR CORRECTING DISTURBED AREAS BEYOND THAT LIMIT AT NO ADDITIONAL COST TO THE OWNER. CORRECTIVE WORK SHALL BE TO THE SATISFACTION OF THE OWNER. 15. CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED ACTIVITY DURING LAND DISTURBING ACTIVITY, DEMOLITION, AND CONSTRUCTION. 16. CONTRACTOR TO PROVIDE REQUIRED CLEANING AND CONTROL MEASURES TO ENSURE STREETS AND SIDEWALKS ARE KEPT CLEAN FROM DIRT AND DEBRIS TO THE STANDARD ESTABLISHED BY PERMITTING AUTHORITIES. 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE OWNER HAS IDENTIFIED EXISTING WETLANDS, STREAMS, AND OTHER WATER BODIES, ESTABLISHED JURISDICTION, AND PERMITTED CONSTRUCTION IMPACTS PRIOR TO CONTRACTOR STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION. 39. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF UTILITIES PRIOR TO CONCEALMENT AND FIELD ADJUSTMENTS MADE DURING CONSTRUCTION THAT WERE APPROVED BY THE DESIGN PROFESSIONAL OF RECORD AND AUTHORITIES HAVING JURISDICTION. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE DESIGN PROFESSIONAL. 40. PLANTS, MATERIAL, AND WORKMANSHIP ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 42. CONTRACTOR SHALL PREPARE AND SUBMIT THE FOLLOWING OPERATION AND MAINTENANCE DOCUMENTATION FOR PRODUCTS AND EQUIPMENT: a. b. c. d. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY - FOR USE AS AN ORGANIZED REFERENCE TO EMERGENCY, OPERATION, AND MAINTENANCE MANUALS. EMERGENCY MANUAL - A COMPLETE SET OF EMERGENCY INFORMATION INDICATING PROCEDURES FOR USE BY EMERGENCY PERSONNEL AND BY OWNER'S OPERATING PERSONNEL. PRODUCT MAINTENANCE MANUAL - A COMPLETE SET OF MAINTENANCE DATA INDICATING CARE AND MAINTENANCE OF EACH PRODUCT, MATERIAL, AND FINISH INCORPORATED INTO THE WORK. OPERATION AND MAINTENANCE MANUAL - A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATING OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. DATA, INCLUDE ONLY SHEETS PERTINENT TO PRODUCT OR COMPONENT INSTALLED. MARK EACH SHEET TO IDENTIFY EACH PRODUCT OR COMPONENT INCORPORATED INTO THE WORK. PREPARE SUPPLEMENTARY TEXT IF MANUFACTURERS' STANDARD PRINTED DATA IS NOT AVAILABLE AND WHERE THE INFORMATION IS NECESSARY FOR PROPER OPERATION AND MAINTENANCE OF EQUIPMENT OR SYSTEMS. MAINTENANCE SERVICE AGREEMENTS - AS APPLICABLE. PRODUCT SPECIFIC WARRANTY INFORMATION. f. g. 43. SUBMIT EACH OPERATION AND MAINTENANCE MANUAL IN ITS FINAL FORM FOR OWNER REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO SCHEDULED OPERATION AND MAINTENANCE DEMONSTRATION AND TRAINING EXERCISES. REVISE AS NECESSARY AND RETURN CORRECTED MANUALS PRIOR TO COMMENCING DEMONSTRATION AND TRAINING. 44. CONTRACTOR SHALL LEAD OWNER'S PERSONNEL THROUGH DEMONSTRATIONS OF SYSTEMS, SUBSYSTEMS, AND EQUIPMENT TO INSTRUCT AND TRAIN PERSONNEL ON OPERATION AND MAINTENANCE NEEDS AND TO REVIEW WARRANTY INFORMATION. 18. CONTRACTOR SHALL TIE FIELD SURVEY POINTS TO THE SAME CONTROL POINTS AS THE EXISTING CONDITIONS SURVEY. CONTRACTOR TO MAINTAIN BENCHMARK UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED. 45. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT. 19. PRIOR TO SUBMITTING BID PRICING, CONTRACTOR SHALL VISIT THE PROJECT SITE AND INVESTIGATE CONDITIONS AFFECTING THE WORK INCLUDING BUT NOT LIMITED TO CONDITIONS THAT HAVE BEARING UPON: a. b. TRANSPORTATION, DISPOSAL, OR HANDLING AND STORAGE OF MATERIALS AVAILABILITY OF LABOR, WATER, ELECTRICAL POWER, ROADS AND UNCERTAINTIES OF WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE PROJECT SITE THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING EXECUTION OF THE WORK c. CONTRACTOR SHALL BRING UNUSUAL CONDITIONS AND DISCREPANCIES THAT MAY IMPACT CONSTRUCTION COSTS TO THE OWNER'S ATTENTION PRIOR TO SUBMITTING BID PRICING. 22. FAILURE BY THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING SITE CONDITIONS AND AVAILABLE INFORMATION PRESENTED BY THE CONTRACT DOCUMENTS, OR ANY OTHER INFORMATION MADE AVAILABLE TO THE CONTRACTOR PRIOR TO RECEIPT OF BIDS, SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEYS AND THE AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION. UNUSUAL CONDITIONS AND DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 24. CONTRACTOR SHALL NOTIFY ["TEXAS811" (811) OR (1-800-344-8377)] AT LEAST [3] FULL BUSINESS DAYS PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATING SERVICES INDEPENDENT OF ["TEXAS811"]. REPORT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL NOT COMMENCE WORK UNTIL UTILITY LINES HAVE BEEN MARKED. UTILITY MARKINGS ARE VALID FOR NO MORE THAN 28 DAYS. 25. SHOULD UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION, CONSULT THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 26. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY PROVIDER FOR REQUIRED DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING POWER POLES, POWER LINES, TELEPHONE PEDESTALS, WATER METERS, GAS LINES, ETC. 27. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJOINING PROPERTIES DURING LAND DISTURBING ACTIVITY, DEMOLITION, AND CONSTRICTION. OTHER EXISTING FACILITIES THAT ARE SCHEDULED TO STAY OPEN SHALL REMAIN OPERATIONAL DURING LAND DISTURBING ACTIVITY, DEMOLITION, AND CONSTRUCTION. 46. REQUIRED MAINTENANCE AND INSPECTIONS AFTER WARRANTY PERIOD SHALL BE THE RESPONSIBILITY OF THE OWNER. 47. CONTRACTOR SHALL DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO LOCATION DESIGNATED BY OWNER. LABEL WITH THE MANUFACTURER'S NAME AND MODEL NUMBER WHERE APPLICABLE. TREE PROTECTION NOTES 1. TREE PROTECTION TO BE INSTALLED PER THE CURRENT APPLICABLE CITY OF AUSTIN [ROOT ZONE PROTECTION] DETAIL FOR THE EXISTING TREES IDENTIFIED TO REMAIN. SEE SHEET [XX.XX] FOR THE TREE PROTECTION DETAIL. TREE PROTECTION TO BE VERIFIED BY MUNICIPAL STAFF PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. 2. BEFORE BEGINNING WORK, THE PROJECT MANAGER, LANDSCAPE ARCHITECT AND/OR OWNER OR THEIR AGENTS ARE REQUIRED TO MEET AT THE SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. ANY INTENDED CONSTRUCTION ACTIVITIES INSIDE THE TREE PROTECTION ZONE SHALL BE CLEARLY OUTLINED. 3. CONTRACTOR SHALL STAKE IN THE FIELD THE LIMITS OF ALL TREE PROTECTION ZONES. THOSE LIMITS SHALL BE OBSERVED BY ALL CONTRACTORS, SUBCONTRACTORS, OPERATORS, INSPECTORS, ETC. 4. FENCES SHALL BE ERECTED TO PROTECT TREES TO BE PRESERVED PRIOR TO CONSTRUCTION EQUIPMENT ARRIVING ON THE PROJECT SITE. FENCES WILL DEFINE THE SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. 5. CONTRACTOR SHALL CONTACT THE [CITY OF AUSTIN URBAN FORESTRY INSPECTOR OR[OWNER'S REPRESENTATIVE, ANY TIME ADJUSTMENT IS NEEDED OR IF ACCESS WITHIN THE FENCE IS REQUIRED, AND BEFORE TREE PROTECTION FENCE REMOVAL. ANY BRUSH CLEARING REQUIRED WITHIN THE TREE PROTECTION ZONE SHALL BE ACCOMPLISHED WITH HAND OPERATED EQUIPMENT. NO MATERIALS, EQUIPMENT, SPOIL, WASTE OR WASHOUT WATER IS ALLOWED WITHIN THE TREE PROTECTION ZONE. 6. CONSTRUCTION TRAILERS, TRAFFIC, STOCKPILE AREAS, AND STORAGE AREAS MUST REMAIN OUTSIDE FENCED TREE PROTECTION AREAS AT ALL TIMES. 7. ONLY THE LANDSCAPE CONTRACTOR OR ARBORIST SHALL BE PERMITTED INSIDE THE PRIMARY TREE PROTECTION FENCE TO PERFORM ROUTINE MAINTENANCE, COMPOST TOPDRESSING, AND FINAL PLANTING. 8. NO UTILITY WORK OR GRADING ADJUSTMENT SHALL BE EXECUTED WITHIN THE TREE PROTECTION FENCE ZONE. The John R. McAdams Company, Inc. 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 TBAE: BR3185 www.mcadamsco.com GRAY AES, PSC 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 474-8666 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 281-5000 Food & Beverage | Manufacturing Automotive | Distribution Mission Critical | Commercial POLLUTANTS FROM OWNER ’S OPERATIONS - CUSTOMER ’S KNOWLEDGE OF ITS ACTIVITIES THAT WILL BE CONDUCTED WITHIN THE FACILITY TO BE DESIGNED BY GRAY AES, PSC AND CONSTRUCTED BY GRAY, AND THE MATERIALS INVOLVED IN THOSE ACTIVITIES, IS SUPERIOR TO GRAY AES AND GRAY ’S KNOWLEDGE. ACCORDINGLY, AND ANYTHING CONTAINED IN THE CONTRACT DOCUMENTS TO THE CONTRARY NOTWITHSTANDING, ANY DUTY OR WARRANTY BY GRAY AES OR GRAY HEREIN SHALL NOT APPLY TO THE DISCHARGE, DISPERSAL, ESCAPE, RELEASE OR SATURATION OF ANY POLLUTANT INTO THE ATMOSPHERE OR ANY BODY OF WATER OR ON, ONTO, UPON, IN OR INTO THE SURFACE OR SUBSURFACE OF LAND. FOR PURPOSE OF THIS SECTION, THE WORD “POLLUTANT ” SHALL MEAN ANY SOLID, LIQUID, GASEOUS, OR THERMAL IRRITANT OR CONTAMINANT, INCLUDING BUT NOT LIMITED TO SMOKE, VAPOR, SOOT, FUMES, ACIDS, ALKALIS, CHEMICALS AND WASTE AND SHALL INCLUDE ANY HAZARDOUS SUBSTANCE. THE CAPACITY OF THE FACILITY AND THE DESIGN OF ANY OF ITS PARTS, SO AS TO PREVENT THE ESCAPE, RELEASE, DISCHARGE, DISPERSAL OR SATURATION OF POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CUSTOMER. NOTICE: UNLESS OTHERWISE AGREED IN WRITING, GRAY IS THE SOLE OWNER OF ALL PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS AND ANY TRADE SECRETS IN THE MATTER CONTAINED HEREIN. ANY DISCLOSURE, REPRODUCTION OR REVISION OF THIS DOCUMENT OR ANY PORTION THEREOF IS SPECIFICALLY PROHIBITED UNLESS PREVIOUSLY APPROVED IN WRITING BY GRAY. 9. IRRIGATION LINE MAY ROUTE IN ANY DIRECTION OUTSIDE THE DRIPLINE OF RETAINED TREES. IRRIGATION LINES INSIDE THE DRIPLINE MUST BE IN A STRAIGHT, RADIAL DIRECTION TOWARDS THE TREE TRUNK AND TERMINATE IN A DEAD-END SPRINKLER HEAD NO CLOSER THAN 7 FEET FROM A TREE TRUNK. IRRIGATION LINES SHALL NOT BISECT AND THEREFORE DAMAGE THE "SPOKE-LIKE" ROOT SYSTEM. LAYOUT NOTES PRODUCT INFORMATION NOT INCLUDED IN THE MATERIALS SCHEDULES. 10. TREE PRUNING PRIOR TO CONSTRUCTION SHALL BE PERFORMED TO REDUCE IMPACT TO TREES DURING CONSTRUCTION AND ANY EXISTING CONDITIONS THAT MAY POSE A SAFETY HAZARD. 11. ALL TREES ON PUBLIC STREET RIGHT-OF-WAY/PROPERTY ARE PROTECTED UNLESS OTHERWISE NOTED AND REMOVAL MUST BE PERMITTED BY MUNICIPAL URBAN FORESTRY STAFF. 12. REFERENCE THE [TREE PRESERVATION] PLAN FOR EXISTING TREES TO BE REMOVED. THE TREE PRESERVATION PLAN SUPERSEDES THE DEMOLITION PLAN IN REGARD TO TREE REMOVAL. TREES TO BE REMOVED FROM WITHIN THE TREE PROTECTION ZONE SHALL BE REMOVED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. THE TREES SHALL BE CUT NEAR GROUND LEVEL AND THE STUMP COMPLETELY GROUND OUT. 13. CONTACT CITY OF AUSTIN URBAN FORESTRY STAFF PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION, OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT PROTECTED TREES, TREE SAVE AREAS, INCLUDING CITY TREES IN PUBLIC RIGHT-OF-WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING IN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES. 1. CONTRACTOR SHALL STAKE WALKS, HARDSCAPE, AND OTHER PAVED AREAS AND OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE RESOLVED PRIOR TO CONSTRUCTION. WORK PERFORMED WITHOUT APPROVAL IS AT RISK FOR REPLACEMENT BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 2. LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE SHOWN. 3. DIMENSIONS SHOWN ARE TAKEN TO THE FACE OF ELEMENTS UNLESS OTHERWISE NOTED. 4. WRITTEN DIMENSIONAL AND COORDINATE INFORMATION SHALL PREVAIL. DO NOT SCALE DRAWINGS. 5. CONTRACTOR SHALL VERIFY DIMENSIONS SHOWN ON THE DRAWINGS AND NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 14. ALL TREES TO BE PRESERVED SHALL HAVE 4 INCHES OF HARDWOOD MULCH APPLIED INSIDE THE TREE PROTECTION ZONE. THIS HARDWOOD MULCH SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 4-INCH DEPTH. 6. DIMENSIONS AND COORDINATES ARE PROVIDED IN DECIMAL FEET OR ARCHITECTURAL INCHES UNLESS OTHERWISE NOTED. 15. IF UNINTENTIONAL INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE WITHIN SIX HOURS SO THAT REMEDIAL ACTION CAN BE TAKEN. TIMELINESS IS CRITICAL TO TREE HEALTH. THE COST OF ANY REMEDIAL TREATMENTS WILL BECOME THE BURDEN OF THE OFFENDING CONTRACTING COMPANY 7. UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS. 8. ANGLES TO BE 90 DEGREES UNLESS OTHERWISE NOTED. HARDSCAPE NOTES 9. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN. 10. FINAL LAYOUTS TO BE APPROVED BY LANDSCAPE ARCHITECT. 1. REQUIRED CONDUITS (E.G. IRRIGATION, ELECTRICAL, ETC.) SHALL BE PROVIDED BY AND COORDINATED BETWEEN TRADES AND PROPERLY INSTALLED PRIOR TO HARDSCAPE INSTALLATION. HARDSCAPE DETAILS NOTES 2. ALTERNATIVE PRODUCTS FOR PROPRIETARY HARDSCAPE MATERIAL MAY BE PROVIDED FOR CONSIDERATION, UNLESS THAT PRODUCT IS A DIRECT PURCHASE, OR PROVIDED, BY OWNER. CONTRACTOR SHALL PROVIDE THE ALTERNATIVE PRODUCT INFORMATION TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PROCUREMENT. 1. THESE NOTES SHALL APPLY TO HARDSCAPE DETAILS INCLUDED IN THIS SET OF CONTRACT DOCUMENTS. 2. CONCRETE PAVING SHALL BE 3,500 PSI UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS, PLANS, DETAILS, OR PER GEOTECHNICAL REPORT / RECOMMENDATIONS. 3. AGGREGATE BASE SHALL BE COMPACTED PER GEOTECHNICAL REPORT / RECOMMENDATIONS. 4. WOOD, IN CONTACT WITH GROUND, UNLESS OTHERWISE SPECIFIED, SHALL BE SOUTHERN YELLOW PINE, SPIB GRADE NO. 2 COMMON OR BETTER, S4S, SIZED AS SHOWN ON DRAWINGS, TREATED AWPB LP22, 10% MAXIMUM MOISTURE CONTENT. CITY OF AUSTIN TREE PROTECTION 3.6.2 STANDARD PLAN NOTE THE FOLLOWING PLAN NOTE SUMMARIZES THE CONTENTS OF THE ENVIRONMENTAL CRITERIA MANUAL AS IT RELATES TO TREE PROTECTION ON SITES WITH ACTIVE PERMITS: BEFORE CONSTRUCTION ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED PER ECM 3.6.1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION. REFER TO ECM 3.6.1.A. FENCING FOR TREE PROTECTION SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET AND SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE EXCEPT AS ALLOWED IN ECM 3.6.1.B.4. UNFENCED SECTIONS OF THE CRITICAL ROOT ZONE SHALL BE COVERED WITH MULCH AT A MINIMUM DEPTH OF 8 INCHES AND A MAXIMUM DEPTH OF 12 INCHES PER ECM 3.6.1.C. WHERE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OF A PRESERVED TREE, TRUNK WRAPPING SHALL BE INSTALLED PER ECM 3.6.1.D. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED SO AS NOT TO CAUSE IMPACTS THAT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.3.D. DURING CONSTRUCTION TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER THAT DOES NOT EXCEED PRESERVATION CRITERIA FOR THE TREES TO REMAIN. REFER TO ECM 3.5.2 A. FENCING MAY NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. REFER TO ECM 3.6.1.B.3. PRUNING SHALL BE IN COMPLIANCE WITH THE CURRENT ANSI A300 STANDARD FOR TREE CARE. AFTER CONSTRUCTION TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. REFER TO ECM 3.6.1.A. LANDSCAPE INSTALLATION WITHIN THE CRZ OF PRESERVED TREES, INCLUDING IRRIGATION, SOIL AND PLANTINGS, SHALL NOT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.2. DOCUMENTATION OF TREE WORK PERFORMED MUST BE PROVIDED TO INSPECTOR PER ECM APPENDIX P-6. 3. ABBREVIATIONS FOR SPECIFIC HARDSCAPE MATERIALS ARE LISTED IN THE SCHEDULE AND ARE USED THROUGHOUT THE DRAWING SET'S PLANS AND DETAILS. 4. FULL-SIZE MOCK UPS FOR EACH FORM OF CONSTRUCTION AND FINISH REQUIRED SHALL BE CONSTRUCTED ON-SITE TO DO THE FOLLOWING: a. ILLUSTRATE FINISHES AND MATERIALS, JOINT PATTERNS, EDGE TREATMENTS, PAVER AND VENEER PATTERNS, MATERIALS, AND COLORS VERIFY SELECTIONS MADE UNDER SAMPLE SUBMITTALS DEMONSTRATE AESTHETIC EFFECTS DEMONSTRATE THE QUALITIES OF PRODUCTS AND WORKMANSHIP DEMONSTRATE ACCEPTABLE COORDINATION BETWEEN COMPONENTS AND SYSTEMS, DEMONSTRATE COMPLIANCE WITH SPECIFIED INSTALLATION TOLERANCES, PERFORM PRECONSTRUCTION TESTING ESTABLISH THE STANDARD BY WHICH COMPLETED WORK WILL BE JUDGED. b. c. d. e. f. g. h. BUILD MOCK UPS IN LOCATION AND OF SIZE AS DIRECTED BY OWNER'S REPRESENTATIVE. MOCK UPS MAY REMAIN PART OF THE COMPLETED WORK IF APPROVED, UNLESS OTHERWISE INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. MOCKUPS THAT ARE CONSTRUCTED IN THE LOCATION OF COMPLETED WORK AND ARE REJECTED BY THE OWNER'S REPRESENTATIVE SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. FOR COLD WEATHER CONCRETE PLACEMENT, IF AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40° F, CONTRACTOR SHALL UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50° F AND NOT MORE THAN 80° F AT POINT OF PLACEMENT. 6. FOR HOT WEATHER CONCRETE PLACEMENT, CONTRACTOR SHALL COOL INGREDIENTS BEFORE MIXING TO 7. PROOF-ROLL PREPARED SUBBASE TO IDENTIFY SOFT POCKETS AND UNSTABLE AREAS. GEOTECHNICAL ENGINEER TO DETERMINE WHETHER ADDITIONAL COMPACTION OR UNDERCUTTING IS NEEDED. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. OBTAIN FINAL APPROVAL OF SUBBASE BY GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE. CONCRETE SHALL PLACED WITHIN 72 HOURS OF PROOF ROLLING SUBBASE. 8. SET, BRACE, AND SECURE EDGE FORMS AND GUIDES TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM-RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. 9. BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION, STEEL REINFORCEMENT, AND ITEMS TO BE EMBEDDED OR CAST-IN. REMOVE SNOW, ICE, OR FROST FROM SUBBASE SURFACE AND STEEL REINFORCEMENT BEFORE PLACING CONCRETE. DO NOT PLACE CONCRETE ON FROZEN SURFACES. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE IMMEDIATELY BEFORE PLACING CONCRETE. MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER STRUCTURES UNTIL THEY ARE AT REQUIRED FINISH ELEVATION AND ALIGNMENT. 10. CONTROL, EXPANSION, AND OTHER JOINTS FOR CONCRETE SURFACES AND STRUCTURES, SUCH AS STAIRS, WALKS, ETC., SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND DETAILS. IF NOT SHOWN, CONTROL JOINT SPACING SHALL BE EQUAL TO WIDTH OF SIDEWALK BUT IN NO INSTANCE SHALL EXCEED 8'. EXPANSION JOINTS SHALL BE MAXIMUM 50' SPACING. 11. CONSTRUCT CONTINUOUS, WATER-TIGHT EXPANSION JOINTS WHERE WALKS MEET RIGID STRUCTURES SUCH AS CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL STRUCTURES. 12. WHERE NEW SIDEWALK ADJOINS EXISTING WALKWAY, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE OF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY. 13. PAVEMENT TOLERANCES SHALL BE WITHIN THE FOLLOWING: a. b. c. d. e. f. SEE FINE GRADING NOTES FOR SLOPE TOLERANCES. THICKNESS: PLUS 3/8 INCH, MINUS 1/4 INCH SURFACE: GAP BELOW 10-FEET-LONG, UNLEVELED STRAIGHT EDGE NOT TO EXCEED 1/4 INCH JOINT AND SCORING SPACING: 1/2 INCH CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (DEEPER), NO MINUS JOINT WIDTH: PLUS 1/8 INCH, NO MINUS 14. PAVEMENT TOLERANCES SHALL NOT AFFECT FINISHED GRADE ELEVATIONS DEPICTED ON PLANS. 15. PROHIBIT TRAFFIC FROM PAVEMENT FOR AT LEAST 14 DAYS AFTER PLACEMENT. MAINTAIN PAVEMENT FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. 16. CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE CONCRETE OR PAVER UNITS AT NO ADDITIONAL CHARGE TO THE OWNER. 17. LAYOUT UNIT PAVING PATTERNS AND CONCRETE JOINTS AS INDICATED ON THE HARDSCAPE PLAN, [HARDSCAPE DETAILS. REFERENCE LAYOUT PLANS FOR FURTHER HARDSCAPE LAYOUT INFORMATION. 18. PER ADA GUIDELINES, TRUNCATED DOME DETECTABLE WARNING SURFACES ARE REQUIRED FOR A DISTANCE OF 24” IN THE DIRECTION OF TRAVEL AND THE FULL WIDTH OF ALL CURB RAMP LANDINGS. THE DETECTABLE WARNING SURFACE SHALL START AT THE BACK OF ALL PROPOSED FLUSH CURBS. 19. TRUNCATED DOMES ABUTTING PAVEMENT SHALL BE A CONTRASTING COLOR FROM THE ADJACENT PAVEMENT. 20. FOR MASONRY CONSTRUCTION, WHEN TEMPERATURE EXCEEDS 100° F OR 90° F WITH A WIND VELOCITY GREATER THAN 8 MPH OR WHEN TEMPERATURE IS BELOW 40° F, COMPLY WITH HOT AND COLD WEATHER CONSTRUCTION REQUIREMENTS OF CURRENT APPLICABLE BUILDING CODES. 21. REFER TO RELATED DETAILS FOR SPECIFIC SUBMITTALS OF PRODUCT DATA, PRODUCT SAMPLES, SHOP DRAWINGS, QUALITY ASSURANCE REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR FURTHER # DATE DESCRIPTION 5. BOLTS, THREADED RODS, WASHERS, NUTS, AND HARDWARE FOR SITE STRUCTURES AND ELEMENTS SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE SPECIFIED. THIS LIST IS NOT EXHAUSTIVE. 6. THROUGH BOLTS TO BE SMOOTH SHAFT WITH GALVANIZED NUTS, BOLTS, AND WASHERS UNLESS OTHERWISE SPECIFIED. REFER TO APPROPRIATE ECM SECTIONS FOR FULL REQUIREMENTS. 7. NAILS SHALL BE HOT DIPPED GALVANIZED; FINISH NAILS SHALL BE ANNULAR ALLOY ALUMINUM, UNLESS OTHERWISE SPECIFIED. VOID AND WATER FLOW MITIGATION 8. WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. 9. SUBMIT REQUIRED SHOP DRAWINGS, PRODUCT DATA, AND MAINTENANCE DATA FOR APPROVAL PRIOR TO PURCHASING, FABRICATION, AND INSTALLATION. 10. WALL DETAILS SHOWN FOR DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR WALL AND FOOTING REINFORCEMENT, JOINTING, AND CONSTRUCTION. 11. DEVIATIONS IN THE DESIGN, MATERIALS OR PRODUCTS INDICATED IN THE DETAILS REQUESTED BY THE CONTRACTOR FOR PURPOSES OF CONSTRUCTION SEQUENCING, EFFICIENCY IN CONSTRUCTION, PRODUCT AVAILABILITY OR VALUE ENGINEERING SHALL BE SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECT FOR APPROVAL. A MINIMUM OF 10 BUSINESS DAYS SHALL BE PROVIDED FOR THE LANDSCAPE ARCHITECT TO ASSESS AND RESPOND TO REQUESTED DEVIATIONS. THIS PROJECT IS SUBJECT TO THE VOID AND WATER FLOW MITIGATION RULE (COA ECM 1.12.0 AND COA ITEM NO. 658S OF THE SSM) PROVISION THAT ALL TRENCHING GREATER THAN 5 FEET DEEP MUST BE INSPECTED BY A GEOLOGIST (TEXAS P.G.) OR A GEOLOGIST'S REPRESENTATIVE. WATERSHED INFORMATION THE PROPOSED POND(S) WILL BE PRIVATELY MAINTAINED. THIS PROJECT IS LOCATED OVER THE NORTH EDWARDS AQUIFER RECHARGE ZONE. THE SITE OF THE PROPOSED PROJECT IS OUTSIDE OF THE DOWNTOWN AND WEST CAMPUS AREAS, THE GEOGRAPHICAL PURVIEWS FOR THE URBAN DESIGN DIVISION. THEREFOR, NO URBAN DESIGN DIVISION REVIEW IS REQUIRED FOR THIS PROJECT. HOWEVER, THE PROJECT MAY BE SUBJECT TO OTHER REVIEW REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, SUBCHAPTER E. PLEASE COORDINATE WITH THE SITE PLAN CASE MANAGER ON APPLICABLE DESIGN REVIEW FOR THIS PROPOSED PROJECT. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED IN ZONE A, WHICH IS AN AREA DETERMINED TO BE INSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FEMA) PANEL NO. 48453C0255K EFFECTIVE 1/22/2020. THIS PROJECT IS LOCATED IN THE WALNUT CREEK WATERSHED, WHICH IS CLASSIFIED AS A SUBURBAN WATERSHED. IF AT ANY TIME DURING CONSTRUCTION OF THIS PROJECT AN UNDERGROUND STORAGE TANK (UST) IS FOUND, CONSTRUCTION IN THAT AREA MUST STOP UNTIL A CITY OF AUSTIN UST CONSTRUCTION PERMIT IS APPLIED FOR AND APPROVED. ANY UST REMOVAL WORK MUST BE CONDUCTED BY A UST CONTRACTOR THAT IS REGISTERED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). CONTACT ELIZABETH SIMMONS AT elizabeth.simmons@austintexas.gov IF YOU HAVE ANY QUESTIONS. [COA TITLE 6]. RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. 1. A NEW MANUFACTURING FACILITY FOR A NEW MANUFACTURING FACILITY FOR DRAWN BY - CAANDS EPA LDRE R STE C ESON P.P I HI NS I TE EG M C O A T N J R PROJECT GREAT WAVE "D" PLAN PROJECT GREAT WAVE "D" PLAN CHECKED BY - GENERAL NOTES NOT FOR CONSTRUCTION S T A ET S A X ET 228 6 OF AOR/EOR STAMP 3900 W HOWARD LN 3900 W HOWARD LN AUSTIN, TEXAS 78728 AUSTIN, TEXAS 78728 # - JOB NUMBER 2025170 2025170 SHEET NUMBER L0.00 03 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 13 of 13LANDSCAPE NOTES 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT APPLICABLE CITY OF AUSTIN AND THE STATE OF TX STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES, NEW AND PRIOR EXISTING, BEFORE BEGINNING LANDSCAPE INSTALLATION. DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. THE LANDSCAPE PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE, GRADING DRAWINGS, ETC. 5. CONTRACTOR SHALL FULLY REVIEW PLANS PRIOR TO INSTALLATION AND SHALL NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS, OR SITE CONDITIONS FOR RESOLUTION PRIOR TO INSTALLATION. 6. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN THE PLANT SCHEDULE AND LANDSCAPE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO SUBMITTING THE BID/PROPOSAL. 7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT PLANT MATERIAL IS AVAILABLE AS SPECIFIED WHEN BID/PROPOSAL IS SUBMITTED AND RESERVING / SECURING PLANT MATERIAL AS NECESSARY TO MEET THE REQUIREMENTS OF THE LANDSCAPE PLAN. 31. PROPOSED TREES TO BE PLANTED A MINIMUM [20 FEET] FROM LIGHT POLES AS MEASURED FROM TRUNK OF THE TREE TO THE POLE. 32. PROPOSED TREES TO BE PLANTED A MINIMUM [10 FEET] FROM FIRE HYDRANTS AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT. 33. CONTRACTOR SHALL LAY OUT ON THE GROUND SHRUBS, ORNAMENTAL GRASSES, AND GROUNDCOVERS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL ANTICIPATE THAT SOME REARRANGEMENT OF MATERIAL WILL OCCUR. 34. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS. 35. ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF [3 INCHES] AND WITH A MINIMUM [3 FOOT] RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL NOT COVER THE ROOT FLARE. 36. MULCH SHALL BE ORGANIC, FREE OF TRASH, AND MAINTAINED WEED FREE. MULCH SHALL BE APPLIED IMMEDIATELY AFTER COMPLETION OF PLANTING OPERATIONS. 37. EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP DEFINITION. 38. CONTRACTOR TO SUPPLY AUTOMATIC IRRIGATION SYSTEM, COMPLETE AND INSTALLED. SYSTEM TO INCLUDE VALVES, PIPE, HEADS, FITTINGS, CONTROLLER, AND BACKFLOW PREVENTOR, AND PROVIDE 100% COVERAGE OF SOD, SEED, AND PLANTING BEDS. SEE IRRIGATION DRAWINGS. 39. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF [12 MONTHS]. CONTRACTOR WILL REPLACE PLANT MATERIAL WHICH REMAINS UNHEALTHY BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 40. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANTED AREAS [IN ADDITION TO IRRIGATED AREAS] 8. PLANTS TO MEET MINIMUM REQUIREMENTS AS SPECIFIED IN THE PLANT SCHEDULE. ROOT TYPE MAY BE THROUGHOUT THE WARRANTY PERIOD TO ENSURE PLANT ESTABLISHMENT. FREELY SUBSTITUTED FOR BALLED AND BURLAPPED OR CONTAINER GROWN TREES, WITH OTHER SPECIFICATIONS REMAINING UNCHANGED. OTHER CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING JURISDICTION PRIOR TO PROCUREMENT OF PLANT MATERIAL. 9. DEVIATION FROM THESE PLANS MUST BE SPECIFICALLY APPROVED BY LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOT MAKE SUBSTITUTIONS OR REVISIONS WITHOUT APPROVAL. 10. CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS. 11. CONTRACTOR SHALL VERIFY CONDITIONS AND ELEVATIONS OF EXISTING TREES TO REMAIN ADJACENT TO OR WITHIN LIMITS OF DISTURBANCE PRIOR TO INSTALLATION OF NEW PLANT MATERIAL. SEE TREE PROTECTION PLAN. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING, AMENDING AND SPREADING OF TOPSOIL PRIOR TO PLANT INSTALLATION, SUPPLEMENTING WITH AMENDMENTS TO ADJUST PH AND FERTILITY AS NECESSARY BASED ON THE TEST RESULTS. 13. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH, OR OTHER EXTRANEOUS MATERIAL. 14. CONTRACTOR SHALL PREPARE PLANTING BEDS BY TILLING SOIL TO A 12” DEPTH PRIOR TO INSTALLING PLANT MATERIAL. CONTRACTOR SHALL ENSURE THAT SHALLOW BEDROCK WILL NOT INHIBIT THE ROOT GROWTH OF PLANT MATERIAL. PLANTING BEDS SHALL NOT BE BACKFILLED WITH ANY MATERIAL OTHER THAN AMENDED OR IMPORTED PLANTING SOIL. 15. APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP [4 INCHES] OF SOIL. SPREAD PLANTING SOIL MIX TO A DEPTH OF [6 INCHES] BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. 16. IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT LEAST [6 INCHES] PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES. 17. FINE 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. HAND ROLL AND RAKE, REMOVE RIDGES AND DEBRIS, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. 18. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN PLANTING AREAS. 19. AFTER TREE PLANTING HOLES HAVE BEEN DUG AND PRIOR TO INSTALLATION OF TREES, CONTRACTOR TO CONFIRM THAT WATER DRAINS OUT OF THE SOIL. USE LOWERED PLANTING HOLE DEPTH AND INSTALL ALTERNATIVE DRAINAGE AND AERATION SYSTEMS AS REQUIRED. 20. PERFORM PERCOLATION TEST FOR EACH TREE PIT. PROVIDE GRAVEL SUMP FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR WITHIN 24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD SUMPS NOT BE NECESSARY AFTER PERCOLATION TEST, PROVIDE CHANGE ORDER DEDUCT TO OWNER. 21. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAK DOWN THE SIDES OF THE HOLE WITH A SHOVEL TO ELIMINATE GLAZING AND TO CREATE THE SPECIFIED SIDE SLOPE ON THE INSIDE OF THE PLANTING HOLE. 22. CONTRACTOR SHALL KEEP AREAS OF WORK CLEAN, NEAT, AND ORDERLY. PAVED SURFACES ARE TO BE CLEANED OF SOIL AND DEBRIS AT THE CLOSE OF EACH WORKDAY. 23. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS, AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF “AMERICAN STANDARD FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICANHORT (F.K.A. AMERICAN NURSERY & LANDSCAPE ASSOCIATION). 24. PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL SHALL BE REJECTED BY THE LANDSCAPE ARCHITECT. 41. REPAIR OR REPLACE, IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE, NEW TREES AND OTHER PLANTS THAT ARE DAMAGED AFTER INSTALLATION BY CONSTRUCTION OPERATIONS. 42. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MONITOR THE PROJECT DURING THE GUARANTEE PERIOD AND INFORM THE OWNER IF PROBLEMS DEVELOP WITH THE PLANT MATERIAL. CONTRACTOR SHALL REMOVE DEAD AND UNHEALTHY PLANT MATERIAL AND IMMEDIATELY REPLACE AT THE CONTRACTOR'S EXPENSE. 43. CONTRACTOR SHALL REMOVE GUYS AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT. 44. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT AREA. 45. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. IRRIGATION INSTALLATION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROPER COVERAGE OF AREA TO BE IRRIGATED, MAKING MINOR ADJUSTMENTS AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. IRRIGATION COVERAGE SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT. 2. CONFIRM STATIC WATER PRESSURE OF 65 PSI AT LEAST 7 DAYS BEFORE BEGINNING WORK. IF STATIC PRESSURE IS LESS THAN STATED ABOVE, DO NOT PROCEED UNTIL DIRECTED BY THE LANDSCAPE ARCHITECT. 3. LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18 INCHES. IRRIGATION LINES SHOWN ON THIS PLAN ARE SCHEMATIC. 4. UNSLEEVED PIPES MAY BE SHOWN UNDER PAVEMENTS FOR GRAPHIC CLARITY ONLY. INSTALL IN ADJACENT LANDSCAPE. 5. CONTRACTOR TO PROVIDE COMPLETE ELECTRIC POWER AND SHALL COORDINATE WITH UTILITY PROVIDER. 6. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, UF APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR 'IRRIGATION WIRE'. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF UNDERGROUND DIRECT BURIAL CONNECTION. FIELD SPLICES SHALL BE LOCATED IN A ROUND VALVE BOX OF SUFFICIENT SIZE TO ALLOW INSPECTION. COMMON WIRE SHALL BE #12, LOOPED ALONG MAINLINE LOOP ROUTE. PROPER GROUNDING IS REQUIRED PER MANUFACTURER'S SPECIFICATIONS. 7. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS, WITH 3 INCHES OF CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. USE ARMOR ACCESS BOX #181704 AND PURPLE LIDS FOR QUICK COUPLING VALVES UNLESS OTHERWISE ISSUED. DOUBLE CHECK VALVE ASSEMBLIES (DCVAS) SHALL BE BOXED ACCORDING TO LOCAL CODES. 8. NOZZLES SHALL HAVE PRESSURE COMPENSATING SCREENS INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 9. SPRAY HEADS SHALL BE CONNECTED WITH A SWING PIPE OR A SERIES SWING PIPE WITH A 12" MINIMUM LENGTH. 10. CONTRACTOR IS RESPONSIBLE FOR THE INTEGRITY OF THE INSTALLATION AND HYDRAULICS OF THE IRRIGATION SYSTEM. 11. HEADS TO BE 6" FROM CONCRETE EDGE. ROTORS TO BE 18" FROM BUILDING. 12. TREE BUBBLERS AND HEADS SHOULD BE ON SEPARATE ZONES. 13. LICENSED IRRIGATION CONTRACTOR TO INSTALL ALL VALVES AND MAINLINE WITHIN THE PROPERTY LINE. 14. A LICENSED IRRIGATOR MUST BE ON SITE AT ALL TIMES DURING IRRIGATION INSTALLATION. 2. 15. CONTRACTOR TO COORDINATE POWER AND PROVIDE ENCLOSURES FOR ALL RPZ DEVICES. HEAT TAPE TO BE PROVIDED. 25. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT 16. IRRIGATION IN LANDSCAPE BEDS IS TO BE INSTALLED WITH DRIP UNLESS OTHERWISE NOTED. SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD THE SOIL TOGETHER FIRMLY, BUT NOT SO LONG AS TO HAVE BECOME POT BOUND. CONTAINER GROWN STOCK SHALL HAVE A WELL-ESTABLISHED ROOT SYSTEM REACHING THE SIDES OF THE CONTAINER TO MAINTAIN A FIRM BALL BUT SHALL NOT HAVE EXCESSIVE ROOT GROWTH ENCIRCLING THE INSIDE OF THE CONTAINER. 26. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS DURING DELIVERY. 27. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 28. PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES, AND/OR FOLIAGE OF THE PLANT. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING. MISHANDLED PLANT MATERIAL SHALL BE REJECTED BY THE LANDSCAPE ARCHITECT. PLANTS WITH BROKEN ROOT BALLS OR SUBSTANTIAL DAMAGE SHALL BE REPLACED PRIOR TO PLANTING. 29. CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL PRIOR TO INSTALLATION. CONFLICTS OR DISCREPANCIES SHALL BE FIELD ADJUSTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOTIFY THE GOVERNING JURISDICTION AND OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT OF SIGNS, POWER LINES, OR OTHER CONFLICTS BEFORE PLANTING TREES. 30. NO TREE PLANTING SHALL OCCUR WITHIN SIGHT DISTANCE TRIANGLE AREAS INDICATED ON THE PLAN SET. CONTRACTOR SHALL STAKE THE LOCATION OF TREE PLANTING IN THE RIGHT-OF-WAY IN THE FIELD PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND AUTHORITIES HAVING JURISDICTION. OWNER SHALL AGREE TO MAINTAIN THE STRUCTURE OF TREE PLANTING IN THE RIGHT-OF-WAY TO ELIMINATE SIGHT DISTANCE CONFLICTS. 17. IRRIGATION ON SLOPES UP TO 10' ELEVATION CHANGE SHOULD BE INSTALLED WITH A CHECK VALVE FOR ALL SPRAY HEADS ON DOWNSTREAM SIDE OF SLOPE. 18. PIPES MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATION AND/OR [TITLE 30, CHAPTER 344.77 (E) OF THE TCEQ] RULES AND REGULATIONS FOR LANDSCAPE IRRIGATION. 19. WIRE MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND/OR [TITLE 30, CHAPTER 344.77 (E) OF THE TCEQ] RULES AND REGULATIONS FOR LANDSCAPE IRRIGATION. 20. IRRIGATION CONTRACTOR MUST PRESENT THE OWNER WITH A WRITTEN STATEMENT OF GUARANTEE FOR MATERIALS AND LABOR FURNISHED IN THE INSTALLATION OF THE IRRIGATION SYSTEM AND SHALL HONOR THE WARRANTY, AS INDICATED IN [TITLE 30, CHAPTER 344.96 IN THE TCEQ] RULES AND REGULATIONS. A COLOR IRRIGATION ZONING MAP SHALL BE PROVIDED TO THE OWNER. 21. IRRIGATION CONTRACTOR MUST NOTIFY THE IRRIGATION DESIGNER OF MAJOR REVISIONS TO THE PLAN PRIOR TO INSTALLATION. 22. CONTRACTOR SHALL RETAIN THE INTEGRITY OF EXISTING IRRIGATION SYSTEMS AND CONTACT MCADAMS IF FIELD CONDITIONS DIFFER FROM THE DRAWINGS. 23. CONTRACTOR SHALL ENSURE THAT THE APPROPRIATE SIZES AND QUANTITIES OF IRRIGATION SLEEVING ARE PROVIDED. 24. IRRIGATION INSTALLATION SHALL COMPLY WITH ALL [STATE OF TEXAS REQUIREMENTS] AS PER [TCEQ CHAPTER 344 LANDSCAPE IRRIGATION 30 TAC] SPECIFICALLY, BUT NOT LIMITED TO [344.62]. The John R. McAdams Company, Inc. 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 TBAE: BR3185 www.mcadamsco.com GRAY AES, PSC 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 474-8666 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 281-5000 Food & Beverage | Manufacturing Automotive | Distribution Mission Critical | Commercial POLLUTANTS FROM OWNER ’S OPERATIONS - CUSTOMER ’S KNOWLEDGE OF ITS ACTIVITIES THAT WILL BE CONDUCTED WITHIN THE FACILITY TO BE DESIGNED BY GRAY AES, PSC AND CONSTRUCTED BY GRAY, AND THE MATERIALS INVOLVED IN THOSE ACTIVITIES, IS SUPERIOR TO GRAY AES AND GRAY ’S KNOWLEDGE. ACCORDINGLY, AND ANYTHING CONTAINED IN THE CONTRACT DOCUMENTS TO THE CONTRARY NOTWITHSTANDING, ANY DUTY OR WARRANTY BY GRAY AES OR GRAY HEREIN SHALL NOT APPLY TO THE DISCHARGE, DISPERSAL, ESCAPE, RELEASE OR SATURATION OF ANY POLLUTANT INTO THE ATMOSPHERE OR ANY BODY OF WATER OR ON, ONTO, UPON, IN OR INTO THE SURFACE OR SUBSURFACE OF LAND. FOR PURPOSE OF THIS SECTION, THE WORD “POLLUTANT ” SHALL MEAN ANY SOLID, LIQUID, GASEOUS, OR THERMAL IRRITANT OR CONTAMINANT, INCLUDING BUT NOT LIMITED TO SMOKE, VAPOR, SOOT, FUMES, ACIDS, ALKALIS, CHEMICALS AND WASTE AND SHALL INCLUDE ANY HAZARDOUS SUBSTANCE. THE CAPACITY OF THE FACILITY AND THE DESIGN OF ANY OF ITS PARTS, SO AS TO PREVENT THE ESCAPE, RELEASE, DISCHARGE, DISPERSAL OR SATURATION OF POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CUSTOMER. NOTICE: UNLESS OTHERWISE AGREED IN WRITING, GRAY IS THE SOLE OWNER OF ALL PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS AND ANY TRADE SECRETS IN THE MATTER CONTAINED HEREIN. ANY DISCLOSURE, REPRODUCTION OR REVISION OF THIS DOCUMENT OR ANY PORTION THEREOF IS SPECIFICALLY PROHIBITED UNLESS PREVIOUSLY APPROVED IN WRITING BY GRAY. PERMANENT SEEDING SCHEDULE PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM, AND BASIN FLOOR. SEEDING DATE AUG 25 - OCT (BEST) SEEDING MIXTURE APPLICATION RATE 200 LBS/AC FEB - APR 15 (POSSIBLE) SUBMITTALS SUBMIT DATA FOR SEED AND SOURCE. CITY OF AUSTIN ENVIRONMENTAL CRITERIA MANUAL SECTION 3 -TREE AND NATURAL AREA PRESERVATION 3.5.0 - DESIGN CRITERIA 3.5.2 PRESERVATION SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10 FERTILIZER. THIS SECTION IDENTIFIES TREE PRESERVATION REQUIREMENTS AND IMPACTS THAT CONSTITUTE REMOVAL OF REGULATED TREES. WHEN PRESERVATION REQUIREMENTS ARE NOT MET THE TREE IS CONSIDERED REMOVED. MULCH APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. A. STANDARD PRESERVATION REQUIREMENTS 1. CRITICAL ROOT ZONE MAINTENANCE INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/AC 10-10-10 FERTILIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. PERMANENT SEEDING INSTALLATION EXAMINATION AND PREPARATION 1. INSTALLER TO EXAMINE AREAS TO RECEIVE PERMANENT SEEDING FOR COMPLIANCE WITH REQUIREMENTS AND CONDITIONS AFFECTING INSTALLATION AND PERFORMANCE. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. REFER TO CIVIL DRAWINGS FOR EROSION AND SEDIMENT CONTROL MEASURES. SEEDING BED ESTABLISHMENT 1. VERIFY SITE GRADING PRIOR TO DIGGING. LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 TO 6 INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER. APPLY TOP SOIL, FERTILIZER, LIME AND SOIL AMENDMENTS AND THOROUGHLY BLEND PLANTING SOIL MIX TO CREATE ACCEPTABLE PLANTING SOIL AS DESCRIBED THROUGH ANLA. TILL SOIL UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 2. 2. PERMANENT SEEDING 1. SEED ON A FRESHLY PREPARED SEEDBED. APPLY AT APPLICATION RATE DESIGNATED IN PERMANENT SEEDING SCHEDULE EVENLY IN TWO INTERSECTING DIRECTIONS. RAKE IN LIGHTLY. 2. DO NOT SOW IMMEDIATELY FOLLOWING RAID, WHEN GROUND IS TOO DRY, OR WHEN WINDS ARE OVER 12 3. MPH. IMMEDIATELY AFTER SEEDING APPLY MULCH AND ANCHOR ACCORDING TO PERMANENT SEEDING SCHEDULE. 4. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. 5. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON AFTER PERMANENT COVER IS ESTABLISHED. SEEDBED MAINTENANCE 1. MOW GRASS AT REGULAR INTERVALS. DO NOT CUT MORE THAN 1/3 OF GRASS BLADE AT EACH MOWING. PERFORM FIRST MOWING WHEN SEEDLINGS ARE 40 PERCENT HIGHER THAN DESIRED HEIGHT. IMMEDIATELY REMOVED CLIPPINGS AFTER MOWING. DO NOT LET CLIPPINGS LAY IN CLUMPS. 2. 3. WATER TO PREVENT GRASS AND SOIL FROM DRYING OUT. 4. INSPECT AND REPAIR ACCORDING TO THE PERMANENT SEED SCHEDULE. PERMANENT SODDING SCHEDULE SEEDING DATE AUG 25 - OCT (BEST) FEB - APR 15 (POSSIBLE) SOD MIXTURE LOCALLY GROWN PAD SIZES MIN. 48 INCHES x 30 INCHES MAX. 5% DEVIATION IN SIZE BROKEN PADS UNACCEPTABLE PRODUCT PROVIDE STRONGLY ROOTED SOD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES. MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. SOD SHALL BE HEALTHY AND GREEN WITH NO DEAD OR DISCOLORED SPOTS LARGER THAN 6". SUBMITTALS SUBMIT DATA FOR SOD AND SOURCE. DELIVERY, STORAGE, HANDLING DELIVER SOD ON PALLETS IN ROLLS. DO NOT DELIVER MORE SOD THAN CAN BE LAID WITH 24 HOURS. SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10 FERTILIZER. MAINTENANCE INSPECT AND REPAIR SOD AS NEEDED. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/AC 10-10-10 FERTILIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. PERMANENT S0DDING INSTALLATION EXAMINATION AND PREPARATION 1. INSTALLER TO EXAMINE AREAS TO RECEIVE PERMANENT SEEDING FOR COMPLIANCE WITH REQUIREMENTS AND CONDITIONS AFFECTING INSTALLATION AND PERFORMANCE. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. REFER TO CIVIL DRAWINGS FOR EROSION AND SEDIMENT CONTROL MEASURES. SOD BED ESTABLISHMENT 1. VERIFY SITE GRADING PRIOR TO INSTALLATION. ELIMINATE UNEVEN AREAS AND LOW SPOTS AND ENSURE POSITIVE DRAINAGE. LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 TO 6 INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER. APPLY TOP SOIL, FERTILIZER, LIME AND SOIL AMENDMENTS AND THOROUGHLY BLEND PLANTING SOIL MIX TO CREATE ACCEPTABLE PLANTING SOIL AS DESCRIBED THROUGH ANLA. RAKE SOIL SURFACE SMOOTH PRIOR TO SODDING. SOIL SURFACE SHALL BE REASONABLE FREE OF LARGE CLODS, STONES GREATER THAN 3/4 INCH IN THE LONGEST DIMENSION, AND OTHER MATERIAL WHICH WILL INTERFERE WITH PLANT ESTABLISHMENT. INSTALL EDGING AT PERIPHERY OF SODDED AREAS IN STRAIGHT LINES TO CONSISTENT DEPTH. 2. 3. 4. LAYING SOD 1. MOISTEN PREPARED SURFACE IMMEDIATELY PRIOR TO LAYING SOD. 2. 3. LAY SOD WITHIN 24 FROM TIME OF STRIPING. LAY SOD TIGHT TO FORM A SOLID MASS WITH NO OPEN JOINTS VISIBLE AND NO STRETCHING OR OVERLAPPING. STAGGER END JOINTS 12 INCHES MINIMUM. LEAVE A 36 INCH RADIUS AROUND ALL TREE TRUNKS FOR MULCH. WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES OF SOD. REMOVE EXCESS TO AVOID SMOTHERING OF ADJACENT GRASS. SOD ROLL LENGTH SHALL RUN PERPENDICULAR TO ALL SLOPE FALL LINES. PIN OR STAKE SOD STRIPS THAT ARE PLANTED ON SLOPES GREATER THAN 3:1 (33 PERCENT). SOD SHALL LAY FLUSH WITH PAVING, CURBS AND IRRIGATION HEADS AND ONE INCH BELOW THE TOP OF STEEL EDGING. 4. 5. 6. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 7. AFTER SECOND WATERING AND WHEN SOIL AND SOD ARE MOIST, ROLL SOD LIGHTLY AS SOON AS POSSIBLE AFTER ITS LAID. ADD TOPSOIL ALONG EXPOSED EDGES TO MATCH ADJACENT GRADE. FEATHER TOPSOIL OUT APPROXIMATELY ONE FOOT FROM EDGE OF SOD. 8. SOD MAINTENANCE 1. MOW GRASS AT REGULAR INTERVALS. DO NOT CUT MORE THAN 1/3 OF GRASS BLADE AT EACH MOWING. PERFORM FIRST MOWING WHEN SEEDLINGS ARE 40 PERCENT HIGHER THAN DESIRED HEIGHT. IMMEDIATELY REMOVED CLIPPINGS AFTER MOWING. DO NOT LET CLIPPINGS LAY IN CLUMPS. 2. 3. WATER TO PREVENT SOD AND SOIL FROM DRYING OUT. 4. INSPECT AND REPAIR ACCORDING TO THE SOD SCHEDULE. WHILE THE FULL ROOT SYSTEM OF THE TREE MAY EXTEND THREE TO FOUR TIMES THE DIAMETER OF THE DRIPLINE, THE CRITICAL ROOT ZONE (CRZ) IS AN AREA SURROUNDING THE TREE WHERE ROOT PROTECTION IS IMPORTANT TO TREE SURVIVAL. THE CRZ IS A CIRCLE CENTERED ON THE TREE WHERE THE RADIUS OF THE CIRCLE IS A NUMBER OF FEET EQUAL TO THE DIAMETER IN INCHES OF THE TREE. ALL GROUND WITHIN THAT CIRCLE IS THE CRZ. THE HALF CRITICAL ROOT ZONE AND QUARTER CRITICAL ROOT ZONE ARE ALSO USED BY STAFF TO EVALUATE THE LIKELIHOOD OF TREE SURVIVAL. THE HALF CRZ IS A SMALLER CIRCLE WITHIN THE CRZ WITH A RADIUS HALF THAT OF THE CRZ. THE QUARTER CRZ IS A CIRCLE WITHIN THE HALF CRZ WITH A RADIUS ONE-QUARTER THAT OF THE CRZ. THE FIGURE BELOW DEPICTS THE CRZ, HALF CRZ, AND QUARTER CRZ. CERTAIN CONDITIONS MAY REQUIRE A LARGER CRITICAL ROOT ZONE TO EXPECT TREE SURVIVAL. THE CITY ARBORIST MAY REQUEST A LARGER PRESERVED AREA FOR SPECIES THAT ARE LESS RESILIENT TO THE IMPACTS OF DEVELOPMENT, SUCH AS POST OAK (QUERCUS STELLATA), HIGH VALUE TREES, RARE TREES, AND TREES IN SENSITIVE SITE CONDITIONS. THIS REQUEST COULD IDENTIFY A CRZ 1¼ TO 1½ TIMES LARGER THAN THE MINIMUM STANDARD. DESIGN CONSTRAINTS, SUCH AS SITE CONDITIONS, OFTEN DICTATE THAT TREES SLATED FOR PRESERVATION HAVE SOME ROOT ZONE DISTURBANCE. CRITICAL ROOT ZONE IMPACTS REDUCE A TREE'S LIKELIHOOD OF SURVIVAL. IMPACTS INCLUDE: a. DIGGING, TRENCHING, OR EXCAVATING; b. SOIL COMPACTION; c. GRADE CHANGES; AND d. CHEMICAL EXPOSURE AND SPILLS. MOST TREES CAN TOLERATE SOME CRITICAL ROOT ZONE IMPACTS. IMPACTS MAY BE ALLOWED AS LONG AS THE FOLLOWING PRESERVATION CRITERIA ARE MET: a. AT LEAST FIFTY PERCENT OF THE TOTAL AREA (SQUARE FOOTAGE) OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. b. THE ENTIRETY OF THE HALF CRZ MUST BE PROTECTED, WITH THE EXCEPTION THAT CUT OR FILL OF FOUR INCHES OR LESS IS ALLOWED WITHIN THE HALF CRZ. c. NO CUT OR FILL IS ALLOWED WITHIN THE QUARTER CRZ. 2. CROWN EXCESSIVE PRUNING CONSTITUTES REMOVAL OF A REGULATED TREE PER LAND DEVELOPMENT CODE 25-8-603. PRUNING SHALL CONFORM TO THE MOST RECENT ANSI A300 PRUNING STANDARD. NOT MORE THAN TWENTY-FIVE PERCENT OF THE FOLIAGE SHALL BE REMOVED WITHIN AN ANNUAL GROWING SEASON. THE PERCENTAGE AND DISTRIBUTION OF FOLIAGE TO BE REMOVED SHALL BE ADJUSTED ACCORDING TO THE PLANT'S SPECIES, AGE, HEALTH, AND SITE. THE INTENT OF CROWN PRESERVATION IS TO ENSURE THAT SUFFICIENT FOLIAGE REMAINS TO ALLOW FOR LONG-TERM CONTINUATION OF CRITICAL BIOLOGICAL FUNCTIONS. THE CITY ARBORIST WILL DETERMINE IF THE INTENT OF CROWN PRESERVATION IS MET. PRUNING DURING CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. FAILURE TO ACCOUNT FOR THE PARTICULAR BRANCH STRUCTURE OF ANY REGULATED TREE MAY RESULT IN A PLAN REVISION AND PROJECT DELAY IF APPROVED PLANS REQUIRE PRUNING THAT WOULD NOT COMPLY WITH CROWN PRESERVATION REQUIREMENTS. 3. CONSTRUCTION IMPACTS CONSTRUCTION IMPACTS SHALL NOT EXCEED THE REQUIREMENTS OF ENVIRONMENTAL CRITERIA MANUAL 3.5.2. CONSTRUCTION IMPACTS ARE ANY IMPACTS NECESSARY TO BUILD WHAT IS SHOWN ON PLANS. EXAMPLES INCLUDE SITE ACCESS, MATERIAL STAGING, SCAFFOLDING LOCATIONS, CONCRETE FORM BRACING, OVER EXCAVATION, UTILITY EXCAVATION, POST HOLES FOR FENCES, AND GRADE CHANGES. WHEN THE INSTALLATION OF ANY ARTIFICIAL GROUND COVER, SUCH AS POROUS PAVEMENT OR ARTIFICIAL TURF, REQUIRES GRADING, EXCAVATION, OR COMPACTION THESE ARE ALSO CONSIDERED IMPACTS. FOR EXAMPLE, THE INSTALLATION OF A CURB TYPICALLY REQUIRES EXCAVATION BEHIND THE BACK OF THE CURB. IN SUCH A CASE, THE LINE OF IMPACT ON THE CRITICAL ROOT ZONE WILL BE AT THE LINE OF EXCAVATION RATHER THAN AT THE CURB LINE SHOWN ON THE PLAN. IF THE CURB IS SHOWN EXACTLY AT THE HALF CRZ THE SCENARIO IS NOT COMPLIANT WITH PRESERVATION REQUIREMENTS. THIS IS BECAUSE THE ACTUAL IMPACT FROM THE EXCAVATION GOES BEYOND WHAT IS SHOWN ON THE PLANS AND EXCEEDS THE ALLOWABLE IMPACTS. SIMILARLY, SCAFFOLDING MAY REQUIRE PRUNING BEYOND WHAT IS NECESSARY FOR A BUILDING ENVELOPE. A BUILDING WALL MAY REQUIRE THE REMOVAL OF ONLY TWENTY PERCENT OF THE CROWN, BUT THE SCAFFOLDING NECESSARY TO CONSTRUCT THE BUILDING MAY REQUIRE THE REMOVAL OF AN ADDITIONAL TWENTY PERCENT. THIS SCENARIO IS NOT COMPLIANT WITH PRESERVATION STANDARDS BECAUSE THE PRUNING REQUIRED TO CONSTRUCT THE BUILDING, INCLUDING THE SCAFFOLDING REQUIREMENTS, EXCEEDS THE TWENTY-FIVE PERCENT LIMIT. B. ALTERNATIVE COMPLIANCE METHODS THE METHODS BELOW MAY ALLOW FOR EXCEPTIONS TO THE STANDARD PRESERVATION REQUIREMENTS OF ENVIRONMENTAL CRITERIA MANUAL 3.5.2.A. USE OF THESE METHODS IS AT THE DISCRETION OF THE CITY ARBORIST. 1. REMEDIAL TREE CARE A REMEDIAL TREE CARE PLAN MAY BE REQUIRED WHEN PROPOSED IMPACTS OR UNPERMITTED IMPACTS DURING CONSTRUCTION EXCEED WHAT IS ALLOWED UNDER ENVIRONMENTAL CRITERIA MANUAL 3.5.2.A. THE CITY ARBORIST SHALL REVIEW THE PROPOSED CARE PLAN TO ENSURE IT WILL ADDRESS IMPACTS THAT EXCEED STANDARD PRESERVATION REQUIREMENTS. REMEDIAL TREE CARE PLANS SHALL BE DOCUMENTED IN APPROVED DEVELOPMENT PLANS. TREE CARE PLAN PROPOSALS SHALL BE PREPARED AND IMPLEMENTED BY A QUALIFIED ARBORIST, ADDRESS SPECIFIC IMPACTS, AND CONFORM TO THE ANSI A300 STANDARD FOR TREE CARE AND INDUSTRY BEST PRACTICES. PROPOSALS MAY INCLUDE:  INITIAL INSPECTION AND ASSESSMENT;  CORRECTIVE PRUNING TO ADDRESS TRUNK OR CANOPY INJURIES OR HAZARDS;  SITE MONITORING DURING CONSTRUCTION TO ENSURE COMPLIANCE WITH REQUIRED TREE PROTECTION PER ECM 3.6;  SUPPLEMENTAL IRRIGATION DURING OR AFTER CONSTRUCTION AS WELL AS A MONITORING PROGRAM TO ENSURE APPROPRIATE MOISTURE LEVELS;  DECOMPACTION OF COMPACTED SOIL WITHIN THE CRITICAL ROOT ZONE;  APPLICATION OF ORGANIC MATERIAL, SOIL AMENDMENTS, OR FERTILIZER BASED ON ASSESSMENT OF SOIL CONDITIONS; OR  POST CONSTRUCTION MONITORING OF TREE CONDITION. 2. LOW-IMPACT EXCAVATION LOW-IMPACT EXCAVATION MAY BE ALLOWED WITHIN AREAS OF RESTRICTED ROOT ZONE WHERE EXCAVATION WOULD NORMALLY BE PROHIBITED. LOW-IMPACT EXCAVATION METHODS, SUCH AS HAND DIGGING OR COMPRESSED AIR, MUST ALLOW FOR SOIL EXCAVATION WITHOUT DAMAGE TO SIGNIFICANT ROOTS. ROOTS WITH A DIAMETER OF 1½ INCHES OR GREATER ARE CONSIDERED SIGNIFICANT. THE CITY ARBORIST MAY AUTHORIZE REMOVAL OF SIGNIFICANT ROOTS IF THIS WILL NOT RESULT IN REMOVAL OF THE TREE. BORING OR TUNNELING UNDER THE ROOT ZONE MAY BE ALLOWED AT A SUFFICIENT DEPTH TO AVOID ROOTS. ACCESS PITS FOR BORING OR TUNNELLING MUST BE COMPLIANT WITH ENVIRONMENTAL CRITERIA MANUAL 3.5.2.A. 3. ELEVATED FOUNDATIONS ELEVATED FOUNDATIONS MAY BE ALLOWED WITHIN THE HALF CRITICAL ROOT ZONE. ELEVATED FOUNDATIONS MAY NOT SPAN OR IMPACT THE QUARTER CRZ. ELEVATED FOUNDATION TYPES INCLUDE PIER AND BEAM, CANTILEVERED SLAB, OR ANY DESIGN THAT SPANS THE HALF CRZ. AREAS OF ELEVATED FOUNDATION ARE COUNTED AS IMPACTS WHEN CALCULATING PRESERVATION OF FIFTY PERCENT OF THE CRZ. ELEVATED FOUNDATIONS SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ELEVATED FOUNDATIONS SHALL PROVIDE AN AIR GAP OR VOID WITH A MINIMUM HEIGHT OF FOUR INCHES BETWEEN THE BOTTOM OF THE FOUNDATION AND NATURAL GRADE. 2. THE SOIL BENEATH VOID SPACES SHALL BE PRESERVED AT NATURAL GRADE PER ECM 3.5.2.A.1. 3. PIERS MAY BE ALLOWED IN THE HALF CRZ IF LOW-IMPACT METHODS ARE USED DURING EXCAVATION AND SIGNIFICANT ROOTS ARE NOT DAMAGED EXCEPT AS APPROVED BY THE CITY ARBORIST. 4. WHEN CONCRETE IS POURED IN THE HALF CRZ THE HOLE SHALL BE LINED WITH A NON-LEACHING BARRIER. 4. ALTERNATIVE CRITICAL ROOT ZONE CONFIGURATIONS EXISTING SITE FEATURES MAY AFFECT THE CRITICAL ROOT ZONE IN AT LEAST TWO WAYS. THEY MAY LIMIT THE GROWTH OF FEEDER ROOTS IN THEIR FOOTPRINT. THESE FEATURES MAY ALSO FUNCTION AS A BARRIER TO ROOT GROWTH IN ADJACENT SOIL. FOR EXAMPLE, A SIDEWALK OR A RESIDENTIAL DRIVEWAY MIGHT PREVENT FEEDER ROOT DEVELOPMENT UNDER THE PAVEMENT BUT NOT THE GROWTH OF LARGER WOODY ROOTS INTO THE YARD OPPOSITE THE TREE WHEREAS A SLAB FOUNDATION OR STREET WOULD PREVENT BOTH. a. EXISTING IMPACTS PROPOSED IMPACTS IN THE HALF OR QUARTER CRITICAL ROOT ZONE ARE ALLOWED WITHIN THE FOOTPRINT OF EXISTING IMPACTS IF THEY DO NOT EXCEED THE DEPTH OR WIDTH OF THOSE IMPACTS. FOR EXAMPLE, IF A SLAB FOUNDATION IS PRESENT WITHIN THE HALF CRZ A NEW SLAB MAY BE ALLOWED IN THE SAME LOCATION IF THE NEW EXCAVATION DOES NOT EXCEED THE DEPTH OR WIDTH OF THE EXISTING EXCAVATION. HOWEVER, A SLAB PROPOSED IN THE FOOTPRINT OF A SIDEWALK OR DRIVEWAY WOULD NOT BE ALLOWED BECAUSE IT WOULD REQUIRE A GREATER DEPTH OF EXCAVATION. ADDITIONAL DEPTH OF IMPACT MAY BE ALLOWED IF THE APPLICANT DEMONSTRATES THE ABSENCE OF SIGNIFICANT ROOTS. FOR EXAMPLE, A SLAB MAY BE ALLOWED WITHIN THE FOOTPRINT OF A DRIVEWAY IF THE APPLICANT SHOWS THAT NO SIGNIFICANT ROOTS ARE PRESENT IN THE AREA OF ADDITIONAL IMPACT. b. MODIFIED CRITICAL ROOT ZONE TREES GROW THEIR ROOT SYSTEMS IN RESPONSE TO THE CONDITIONS AND LIMITATIONS OF THEIR PARTICULAR LOCATION. ROOT SYSTEMS MAY NOT REFLECT THE STANDARD CRITICAL ROOT ZONE CONFIGURATION DESCRIBED IN ENVIRONMENTAL CRITERIA MANUAL 3.5.2.A. WHEN PREVIOUS DEVELOPMENT OR EXISTING CONDITIONS HAVE PREVENTED ROOT GROWTH WITHIN SOME PORTION OF THE CRZ THE CITY ARBORIST WILL CONSIDER PROPOSALS FOR A MODIFIED CRZ (MCRZ). A STANDARD CRZ MAY INCLUDE AREAS WHERE ROOTS ARE NOT PRESENT, SUCH AS BENEATH STREETS OR UNDER FOUNDATIONS. THE MCRZ PROVIDES DESIGN FLEXIBILITY IN THESE SCENARIOS. THE TOTAL AREA OF THE MCRZ SHALL EQUAL THE AREA OF THE STANDARD CRZ. THE MCRZ MAY ONLY REPLACE PORTIONS OF THE CRZ WHERE ROOTS ARE NOT PRESENT AND SHALL REPLACE IT WITH AREAS WHERE ROOTS ARE PRESENT. THE CITY ARBORIST MAY REQUIRE APPLICANTS TO DEMONSTRATE THE LOCATION OF ROOTS PRIOR TO APPROVING A MCRZ. AREAS PROTECTED BY THE MCRZ SHALL BE CONTINUOUS WITH THE REMAINING CRZ AND CONFIGURED TO BE AS COMPACT AS POSSIBLE. THE MCRZ ONLY REPLACES THE CRZ TO CALCULATE PRESERVATION OF FIFTY PERCENT OF THE CRZ PER ECM 3.5.2.A.1. IT DOES NOT MODIFY THE HALF OR QUARTER CRZ PRESERVATION REQUIREMENTS. 5. TRANSPLANTS TRANSPLANTING TREES MAY BE AN OPTION FOR PRESERVATION AT THE DISCRETION OF THE CITY ARBORIST. TRANSPLANTING TREES HAS A SIGNIFICANT RISK FOR TREE MORTALITY IF IT IS NOT PERFORMED WITH A HIGH LEVEL OF TECHNICAL EXPERTISE. NOT ALL TREES ARE GOOD CANDIDATES FOR TRANSPLANT. DUE TO THE INHERENT DIFFICULTIES OF THIS TYPE OF OPERATION, A TRANSPLANT PROPOSAL PREPARED BY A QUALIFIED ARBORIST WITH PROVEN EXPERIENCE TRANSPLANTING LARGE TREES MUST ACCOMPANY SUCH A REQUEST. TRANSPLANT PROPOSALS SHALL INCLUDE:  CONDITION AND SUITABILITY OF TREES PROPOSED FOR TRANSPLANT;  EXCAVATION AND ROOT BALL STABILIZATION METHOD;  TRANSPORT METHOD;  TRANSPLANT SCHEDULE;  TREE STORAGE METHODS;  REMEDIAL TREE CARE PLAN. ADDITIONAL INFORMATION MAY BE REQUIRED FOR APPROVAL. TRANSPLANTED TREES REQUIRE FISCAL SURETY POSTED WITH THE CITY. TREES MUST BE TRANSPLANTED IN ACCORDANCE WITH THE APPROVED PROPOSAL. SOURCE: RULE NO. R161-22.16, 12-14-2022. CRITICAL ENVIRONMENTAL FEATURES ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURES (CEFS) AND ASSOCIATED SETBACKS MUST COMPLY WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE, CONSTRUCTION IS PROHIBITED EXCEPT AS IDENTIFIED IN THIS SITE PLAN; AND WASTEWATER DISPOSAL OF ANY FORM IS PROHIBITED." REFERENCE: LDC 25-8-281(C)(2)(A) OR 30-5-121(C)(2)(A) NOT FOR CONSTRUCTION # DATE DESCRIPTION A NEW MANUFACTURING FACILITY FOR A NEW MANUFACTURING FACILITY FOR DRAWN BY - CAANDS EPA LDRE R STE C ESON P.P I HI NS I TE EG M C O A T N J R PROJECT GREAT WAVE "D" PLAN PROJECT GREAT WAVE "D" PLAN CHECKED BY - GENERAL NOTES S T A ET S A X ET 228 6 OF AOR/EOR STAMP 3900 W HOWARD LN 3900 W HOWARD LN AUSTIN, TEXAS 78728 AUSTIN, TEXAS 78728 # - JOB NUMBER 2025170 2025170 SHEET NUMBER L0.01 03 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 1 of 9 E H Z Drainage Easement Electric Easement E H Z E H Z E H Z Z H E Z H E Z H E Z H E EHZ Water Easement Z H E EHZ EHZ Water Easement Water Easement Sidewalk Easement Wastewater Easement 15' Gas Easement Water Easement LX.12 LX.10 LX.11 10' P.U.E EHZ Z H E Z H E Z H E Z H E Z H E Z H E Z H E Z H E Z H E Z H E E H Z E H Z E H Z E H Z E H Z E H Z E H Z E H Z E H Z Z H E Z H E Z H E Z H E Z H E E H Z E H Z E H Z E H Z E H Z E H Z E H Z E H Z E H Z E H Z Z H E Z H E Z H E Z H E Z H E Z H E Z H E EHZ EHZ EHZ EHZ CWQZ E H Z CWQZ CWQZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ CWQZ EHZ CWQZ EHZ EHZ EHZ EHZ CWQZ CWQZ EHZ EHZ CWQZ CWQZ LX.01 LX.02 LX.03 LX.06 EHZ LX.05 E H Z E H Z E H Z E H Z LX.04 CEF EHZ EHZ CEF EHZ CEF CEF CEF EHZ CEF EHZ CEF EHZ EHZ LX.07 E H Z EHZ EHZ EHZ EHZ EHZ CEF LX.08 CEF EHZ F E C EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ LX.09 EHZ CWQZ EHZ EHZ CWQZ 5' X 30' TELEPHONE EASEMENT 15' PUE CWQZ EHZ EHZ CWQZ EHZ EHZ EHZ EHZ CWQZ E E H H Z Z C W Q Z EHZ EHZ CWQZ EHZ EHZ CWQZ EHZ CWQZ EHZ Z Z Z H H Q E E W C E H Z CWQZ EHZ EHZ CWQZ C W Q Z C W Q Z EHZ EHZ EHZ EHZ EHZ EHZ EHZ CWQZ CWQZ EHZ CWQZ EHZ CWQZ CWQZ EHZ EHZ CWQZ EHZ CWQZ EHZ CWQZ E H Z EHZ CWQZ Z Q W C Z H E CWQZ EHZ DRAINAGE EASEMENT DRAINAGE EASEMENT 10' WASTEWATER EASEMENT DRAINAGE & WATERLINE EASEMENT Z Z Q H W E C QZ W C EHZ DRAINAGE EASEMENT EHZ CWQZ 15' WATERLINE EASEMENT WATER QUALITY & DETENTION POND Z Z H Q E W C 7.5'/10' PUE EHZ CWQZ E H Z C W Q Z EHZ CWQZ 10' WATER EASEMENT CWQZ EHZ CWQZ EHZ EHZ CWQZ EHZ Z Q W C Z H E CWQZ EHZ CWQZ EHZ CWQZ EHZ CWQZ EHZ Z Z Q H W E C Z Z H Q E W C 5' P.U.E. EHZ CWQZ CEF CEF CEF CEF Z H E Z H E Z H E Z H E Z H E F E C F E C EHZ CEF EHZ EHZ EHZ EHZ CEF CEF CEF CEF C E F C E F EHZ EHZ EHZ E H Z EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ F E C EHZ GRAPHIC SCALE 100 50 0 200 1 inch = 100 ft. EHZ CWQZ EHZ CWQZ EHZ CWQZ EHZ EHZ CWQZ EHZ CWQZ EHZ CWQZ EHZ CWQZ EHZ TREE DRIP LINE INFILL WITH 4" OF ON-SITE HARDWOOD BARK MULCH 6 FT GALVANIZED MOVEABLE POSTS 6 FT HT. CHAIN-LINK PANELS 6 FT O.C. TYP. EHZ CWQZ EHZ CWQZ EHZ EHZ CWQZ DRAINAGE EASEMENT EHZ QZ W C EHZ CWQZ EHZ Z Q W C Z H E Z Q W Z H C E NOTES: 1. 2. TREE PROTECTION FENCE MUST BE INSTALLED BEFORE ANY GRADING OR CONSTRUCTION BEGINS. LANDSCAPE ARCHITECT MUST BE PRESENT WHEN ANY WORK IS DONE WITHIN THE TREE PROTECTION FENCE. 1 TREE PROTECTION FENCING SCALE: NTS The John R. McAdams Company, Inc. 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 TBAE: BR3185 www.mcadamsco.com GRAY AES, PSC 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 474-8666 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 281-5000 Food & Beverage | Manufacturing Automotive | Distribution Mission Critical | Commercial CWQZ EHZ CWQZ EHZ Z H Z E Q W C EHZ CWQZ EHZ 15'/30' DRAINAGE & P.U.E. EHZ 7.5' P.U.E. 15' P.U.E. POLLUTANTS FROM OWNER ’S OPERATIONS - CUSTOMER ’S KNOWLEDGE OF ITS ACTIVITIES THAT WILL BE CONDUCTED WITHIN THE FACILITY TO BE DESIGNED BY GRAY AES, PSC AND CONSTRUCTED BY GRAY, AND THE MATERIALS INVOLVED IN THOSE ACTIVITIES, IS SUPERIOR TO GRAY AES AND GRAY ’S KNOWLEDGE. ACCORDINGLY, AND ANYTHING CONTAINED IN THE CONTRACT DOCUMENTS TO THE CONTRARY NOTWITHSTANDING, ANY DUTY OR WARRANTY BY GRAY AES OR GRAY HEREIN SHALL NOT APPLY TO THE DISCHARGE, DISPERSAL, ESCAPE, RELEASE OR SATURATION OF ANY POLLUTANT INTO THE ATMOSPHERE OR ANY BODY OF WATER OR ON, ONTO, UPON, IN OR INTO THE SURFACE OR SUBSURFACE OF LAND. FOR PURPOSE OF THIS SECTION, THE WORD “POLLUTANT ” SHALL MEAN ANY SOLID, LIQUID, GASEOUS, OR THERMAL IRRITANT OR CONTAMINANT, INCLUDING BUT NOT LIMITED TO SMOKE, VAPOR, SOOT, FUMES, ACIDS, ALKALIS, CHEMICALS AND WASTE AND SHALL INCLUDE ANY HAZARDOUS SUBSTANCE. THE CAPACITY OF THE FACILITY AND THE DESIGN OF ANY OF ITS PARTS, SO AS TO PREVENT THE ESCAPE, RELEASE, DISCHARGE, DISPERSAL OR SATURATION OF POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CUSTOMER. NOTICE: UNLESS OTHERWISE AGREED IN WRITING, GRAY IS THE SOLE OWNER OF ALL PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS AND ANY TRADE SECRETS IN THE MATTER CONTAINED HEREIN. ANY DISCLOSURE, REPRODUCTION OR REVISION OF THIS DOCUMENT OR ANY PORTION THEREOF IS SPECIFICALLY PROHIBITED UNLESS PREVIOUSLY APPROVED IN WRITING BY GRAY. # DATE DESCRIPTION CAANDS EPA LDRE R STE C ESON P.P I HI NS I TE EG M C O A T N J R A NEW MANUFACTURING FACILITY FOR A NEW MANUFACTURING FACILITY FOR PROJECT GREAT WAVE "D" PLAN PROJECT GREAT WAVE "D" PLAN S T A ET S A X ET 228 6 OF AOR/EOR STAMP 3900 W HOWARD LN 3900 W HOWARD LN AUSTIN, TEXAS 78728 AUSTIN, TEXAS 78728 NOT FOR CONSTRUCTION DRAWN BY - CHECKED BY - # - JOB NUMBER 2025170 2025170 OVERALL SHEET LAYOUT SHEET NUMBER L1.00 03 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 2 of 9MATCHLINE L1.10 MATCHLINE L1.01 EXISTING TREES TO REMAIN REGULATED TREE TO REMAIN CONTEXT MAP SCALE: 1"= 500' GRAPHIC SCALE 30 15 0 60 1 inch = 30 ft. L1.12 L1.10 L1.11 TREE PROTECTION FENCING, TYP. L1.01 L1.02 L1.03 REGULATED TREE TO BE REMOVED, TYP. L1.06 L1.05 L1.04 L1.07 L1.08 L1.09 CONTEXT MAP SCALE: 1"= 500' LEGEND LIMIT OF CONSTRUCTION M A T C H L I N E L 1 0 1 . M A T C H L I N E L 1 0 2 . REGULATED TREE TO BE REMOVED, TYP. 810 # DATE DESCRIPTION CAANDS EPA LDRE R STE C ESON P.P I HI NS I TE EG M C O A T N J R A NEW MANUFACTURING FACILITY FOR A NEW MANUFACTURING FACILITY FOR PROJECT GREAT WAVE "D" PLAN PROJECT GREAT WAVE "D" PLAN S T A ET S A X ET 228 6 OF AOR/EOR STAMP 3900 W HOWARD LN 3900 W HOWARD LN AUSTIN, TEXAS 78728 AUSTIN, TEXAS 78728 xxxxx REGULATED /PROTECTED TREE TO REMAIN xxxxx REGULATED /PROTECTED TREE TO BE REMOVED xxxxx TREE TO REMAIN BUT DOES NOT MEET PRESERVATION REQUIREMENTS TREE PROTECTION FENCE REF. DETAIL 01/L1.00 NOTES 1. THERE ARE NO HERITAGE TREES WITH IMPROVEMENT AREA 2. ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURES (CEFS) AND ASSOCIATED SETBACKS MUST COMPLY WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE, CONSTRUCTION IS PROHIBITED EXCEPT AS IDENTIFIED IN THIS SITE PLAN; AND WASTEWATER DISPOSAL OF ANY FORM IS PROHIBITED." REFERENCE: LDC 25-8-281(C)(2)(A) OR 30-5-121(C)(2)(A) NOT FOR CONSTRUCTION DRAWN BY - CHECKED BY - # - JOB NUMBER 2025170 2025170 TREE PRESERVATION PLAN SHEET NUMBER L1.01 The John R. McAdams Company, Inc. 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 TBAE: BR3185 www.mcadamsco.com GRAY AES, PSC 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 474-8666 10 Quality Street Lexington, Kentucky 40507-1450 Telephone: (859) 281-5000 Food & Beverage | Manufacturing Automotive | Distribution Mission Critical | Commercial MATCHLINE L1.01 MATCHLINE L1.06 POLLUTANTS FROM OWNER ’S OPERATIONS - CUSTOMER ’S KNOWLEDGE OF ITS ACTIVITIES THAT WILL BE CONDUCTED WITHIN THE FACILITY TO BE DESIGNED BY GRAY AES, PSC AND CONSTRUCTED BY GRAY, AND THE MATERIALS INVOLVED IN THOSE ACTIVITIES, IS SUPERIOR TO GRAY AES AND GRAY ’S KNOWLEDGE. ACCORDINGLY, AND ANYTHING CONTAINED IN THE CONTRACT DOCUMENTS TO THE CONTRARY NOTWITHSTANDING, ANY DUTY OR WARRANTY BY GRAY AES OR GRAY HEREIN SHALL NOT APPLY TO THE DISCHARGE, DISPERSAL, ESCAPE, RELEASE OR SATURATION OF ANY POLLUTANT INTO THE ATMOSPHERE OR ANY BODY OF WATER OR ON, ONTO, UPON, IN OR INTO THE SURFACE OR SUBSURFACE OF LAND. FOR PURPOSE OF THIS SECTION, THE WORD “POLLUTANT ” SHALL MEAN ANY SOLID, LIQUID, GASEOUS, OR THERMAL IRRITANT OR CONTAMINANT, INCLUDING BUT NOT LIMITED TO SMOKE, VAPOR, SOOT, FUMES, ACIDS, ALKALIS, CHEMICALS AND WASTE AND SHALL INCLUDE ANY HAZARDOUS SUBSTANCE. THE CAPACITY OF THE FACILITY AND THE DESIGN OF ANY OF ITS PARTS, SO AS TO PREVENT THE ESCAPE, RELEASE, DISCHARGE, DISPERSAL OR SATURATION OF POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CUSTOMER. NOTICE: UNLESS OTHERWISE AGREED IN WRITING, GRAY IS THE SOLE OWNER OF ALL PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS AND ANY TRADE SECRETS IN THE MATTER CONTAINED HEREIN. ANY DISCLOSURE, REPRODUCTION OR REVISION OF THIS DOCUMENT OR ANY PORTION THEREOF IS SPECIFICALLY PROHIBITED UNLESS PREVIOUSLY APPROVED IN WRITING BY GRAY. 03 SP-2026-0221D - ESP - Great Wave - D Permit; District 7 3 of 9