20260805-003, Great Wave - D Permit, SP-2026-0221D Applicant Plan Sheets Part 2 — original pdf

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E L C Y C E R E S A E L P A 822 820 818 816 814 812 810 PROPOSED TRUCK PARKING C HEAVY DUTY CONCRETE TRUCK DOCK EXISTING DOCK AREA 4 0 8 D 6 0 8 800 4 0 8 2 0 8 800 798 796 4 9 7 EHZ 792 PROPOSED EMERGENCY 20' WIDE FIRE LANE (LIGHT DUTY ASPHALT) 808 PROPOSED 24' WIDE HEAVY DUTY CONCRETE DRIVE 806 804 26' WIDE ARIEL APPARATUS FIRE LANE PROPOSED HEAVY DUTY CONCRETE DOCK AREA 802 800 798 E N I L T U O S R S A D E S O P O R P 796 34' 6" X 18' 1" x 23 58" DEEP PIT. TO BE COORD W EQUIPMENT. 34' 6" X 18' 1" x 23 58" DEEP PIT. TO BE COORD W EQUIPMENT. "BLDG 2" PROPOSED FACILITY FFE=813.60' BUILDING 2 SHOWN FOR REFERENCE ONLY. APPROVAL OF PERMANENT STRUCTURES, PAVING, AND APPURTENANCES ARE DEFERRED TO THE "C" PLAN. 34' 6" X 18' 1" x 23 58" DEEP PIT. TO BE COORD W EQUIPMENT. 34' 6" X 18' 1" x 23 58" DEEP PIT. TO BE COORD W EQUIPMENT. 34' 6" X 18' 1" x 23 58" DEEP PIT. TO BE COORD W EQUIPMENT. BLDG 2 MAIN ENTRANCE NO PARKING NO PARKING VAN NO PARKING VAN NO PARKING VAN NO PARKING VAN NO PARKING - DROP OFF ZONE 810 4 0 8 6 0 8 POND RAW WATER HEX P MEMBRANEFILTER MEMBRANEFILTER MEMBRANEFILTER H SO P 4 2 TANK BLOWER BLOWER BLOWER BLOWER MMF MMF MMF MMF I I I I R R E E F F S S A A G G E E D D P P P P P P P P P P P P P P P P SOFT WATER TANK SOFT WATER TANK FILTERED W. FILTERED W. TANK TANK P P SOFTENER SOFTENER MMF TREATED MMF TREATED W. TANK W. TANK P P P P ACTIVATED ACTIVATED CARBON CARBON ACTIVATED ACTIVATED CARBON CARBON X X E E H H R R E E T T S S C C A A 26' WIDE ARIEL APPARATUS FIRE LANE 794 802 800 798 POND 796 794 790 POND EHZ 790 EHZ PROPOSED WALLS A 790 788 786 784 786 788 Z H E Z H E 784 Z H E 782 E H Z E H Z E H Z B 152 152 152152 152152 152 152 152 152 308 184184 184184 184184 144 144 144 144 I E V R D E T E R C N O C Y T U D Y V A E H E D W 4 2 I ' 0 80 160 Feet LEGEND PROPOSED PAVING (C SET) LIMITS OF CONSTRUCTION (C SET) PROPOSED FENCE (C SET) FFE=813.60 FINISHED FLOOR ELEVATION (C SET) 810 PROPOSED MAJOR CONTOUR (C SET) EXISTING MAJOR CONTOUR 100Y COA 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS GEOTECHNICAL BORING LOCATION (APPROXIMATE) NOTE: FINAL PROPOSED C SET GRADING CONTOURS AND ORIGINAL EXISTING GROUND CONTOURS SHOWN. SEE SHEET C-404 & C-405 FOR SITE CROSS SECTIONS A-A, B-B, C-C, AND D-D 8 2 88 2 8 8 2 8 C PROPOSED WALL 824 824 822 WFI SUPPLY TANK-B P WFI HEX-B WFI SUPPLY TANK-A P WFI HEX-A UF WATER HEX-B UF WATER HEX-A PS HEADER PURIFIED W. TANK-B P PURIFIED W. TANK-A P B - X E H R E T S F U A - X E H R E T S F U PSG PSG B - F U A - F U UV STERILIZER-2 EDI RO WATER TANK P EDI STER HEX P RO PRETREATED W. TANK P R E T L I F E R P 1 - R E Z I L I R E T S V U X E H R E T S O R R O T I B H N I I E L A C S 822 820 818 816 814 812 HEAVY DUTY CONCRETE DOCK AREA 810 808 806 POND 0 2 8 8 1 8 816 D 814 812 810 808 806 804 802 800 798 EHZ EHZ EHZ 798 796 794 792 790790 792 794 804 802 800 798 796 794 EHZ B EHZ 792 EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ CWQZ 4 2 8 EHZ EHZ EHZ EHZ CWQZ 8 2 8 CWQZ 6 2 8 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. 05 DATE 07172026 DESCRIPTION DOCUMENT RELEASE A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC CUT & FILL EV VARIANCE - CONCEPT SITE LAYOUT AOREOR STAMP 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 SHEET NUMBER 33 C-403 07/28/2026 E L C Y C E R E S A E L P 830 825 820 815 810 805 800 795 790 785 780 A-A Station=1+97.02 elev = 812.60 1 3 . 8 = T U C A-A Station=1+97.02 elev = 804.28 2 6 . 3 = L L I F A-A Station=6+16.86 elev = 811.82 1 6 . 7 = L L I F A-A Station=6+16.86 elev = 804.21 4 8 . 3 = L L I F A-A Station=9+12.08 elev = 811.38 8 8 . 8 = L L I F 7 9 . 5 = L L I F A-A Station=9+62.23 elev = 809.28 3 7 . 9 = L L I F A-A Station=9+12.08 elev = 802.50 A-A Station=9+62.23 elev = 798.56 9 0 . 9 = L L I F 830 825 820 815 810 805 800 795 790 785 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 780 11+49 CROSS SECTION "CUT FILL SECTION A-A" 835 830 825 820 815 810 805 800 795 790 785 780 B-B Station=3+26.20 elev = 818.44 3 9 . 5 = T U C 3 6 . 4 = T U C B-B Station=3+26.20 elev = 812.51 B-B Station=4+23.78 elev = 817.99 9 8 . 5 = T U C B-B Station=4+23.38 elev = 812.10 BUILDING 2 AREA B-B Station=9+10.27 elev = 812.10 B-B Station=9+09.87 elev = 813.60 6 5 . 1 - = L L I F 8 9 . 3 = L L I F B-B Station=10+94.75 elev = 806.08 8 2 . 6 = T U C B-B Station=10+94.75 elev = 799.80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CROSS SECTION "CUT FILL SECTION B-B" 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. 05 DATE 07172026 DESCRIPTION DOCUMENT RELEASE A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC AOREOR STAMP 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 34 SHEET NUMBER C-404 835 830 825 820 815 810 805 800 795 790 785 780 13+00 CUT & FILL ENVIRONMENTAL VARIANCE CROSS SECTIONS 1 07/28/2026 E L C Y C E R E S A E L P 840 835 830 825 820 815 810 805 800 795 790 C-C Station=2+22.74 elev = 812.70 8 3 . 4 = L L I F 5 3 . 1 1 = L L I F C-C Station=2+22.74 elev = 808.33 2 7 . 4 = T U C C-C Station=4+96.26 elev = 809.10 1 7 . 4 = L L I F C-C Station=4+96.26 elev = 804.39 BUILDING 2 AREA C-C Station=12+83.34 elev = 822.92 C-C Station=13+23.64 elev = 824.15 2 8 . 0 1 = T U C 2 3 . 1 1 = T U C C-C Station=13+23.64 elev = 812.83 C-C Station=12+83.54 elev = 812.10 840 835 830 825 820 815 810 805 800 795 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 790 13+50 CROSS SECTION "CUT FILL SECTION C-C" 830 825 820 815 D-D Station=1+62.06 elev = 809.31 D-D Station=2+10.32 elev = 810.62 4 1 . 3 = L L F I 4 6 . 3 1 = L L F I D-D Station=1+62.06 elev = 806.17 810 805 800 795 790 785 780 D-D Station=2+71.66 elev = 812.10 9 4 . 4 = L L F I 8 5 . 9 = L L F I D-D Station=2+10.32 elev = 806.13 D-D Station=2+71.66 elev = 802.52 BUILDING 2 AREA D-D Station=12+40.33 elev = 815.31 0 3 . 3 = T U C 8 0 . 4 = T U C D-D Station=12+40.73 elev = 812.10 D-D Station=13+21.57 elev = 817.13 D-D Station=13+73.69 elev = 817.69 D-D Station=14+09.97 elev = 817.69 3 1 . 1 1 = T U C 4 2 . 2 1 = T U C 6 3 . 5 = T U C 8 7 . 2 1 = T U C 7 6 . 8 = T U C D-D Station=13+21.57 elev = 806.00 D-D Station=13+73.69 elev = 805.45 D-D Station=14+09.85 elev = 804.91 830 825 820 815 810 805 800 795 790 785 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 780 14+00 14+25 CROSS SECTION "CUT FILL SECTION D-D" 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. 05 DATE 07172026 DESCRIPTION DOCUMENT RELEASE A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC AOREOR STAMP 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 CUT & FILL ENVIRONMENTAL VARIANCE CROSS SECTIONS 2 35 SHEET NUMBER C-405 07/28/2026 0 150 1" = 150' 300 Feet LEGEND LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL PROPOSED EASEMENT CRITICAL ENVIRONMENTAL FEATURES AREA EXISTING WIRE FENCE EXISTING OVERHEAD UTILITYELECTRIC LINE EXISTING UTILITY POLE EXISTING TREE (SEE LANDSCAPE SHEETS FOR PIP) NOTES 1) REFER TO SHEET C-001 GENERAL NOTES FOR GENERAL NOTES, PAVING NOTES. 2) REFER TO LANDSCAPE PLANS ON SHEETS L-0.00 TO L-1.15. 3) CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED. 4) CONTRACTOR SHALL DISPOSE OF SURPLUS DIRT, DEBRIS, ETC., LEGALLY OFFSITE. ALL WORK AREAS SHALL BE CLEANED UP AT THE COMPLETION OF THE WORK. 5) CONTRACTOR SHALL PROVIDE ALL SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC. 6) PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 7) PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. GREAT WAVE: CITY OF AUSTIN PERMIT No. __________________ GROSS SITE AREA: LIMITS OF CONSTRUCTION: 170.178 ACRES 7,412,872 SF 39 ACRES 1,706,653 SF SITE DATA TABLE EXISTING ZONING: LAND USE: LI-PDA (LIMITED INDUSTRIAL SERVICES-PLANNED DEVELOPMENT AREA) ZONING CASE: C14-2025-0114 RESTRICTIVE COVENANT CASE: C14-81-037(RCT) LAND STATUS DETERMINATION: C8i-2008-0228 INDUSTRIAL PARK ALLOWABLE IMPERVIOUS COVER: 80 OF GROSS SITE AREA (WALNUT CREEK WATERSHED, CITY OF AUSTIN) PROPOSED IMPERVIOUS COVER: 0.00 ACRES 0 SF (0 OF 170.18 ACRES) EXISTING IMPERVIOUS COVER: TOTAL IMPERVIOUS COVERAGE: PROPOSED BUILDING COVERAGE: EXISTING BUILDING COVERAGE: TOTAL FLOOR-TO-AREA RATIO (FAR): 33.85 ACRES 1,474,437 SF (20) 33.85 ACRES 1,474,437 SF (20) 0 498,200 SF (6.7) 0.07:1 OF PROPOSED BUILDINGS: OF EXISTING BUILDINGS: TOTAL NUMBER OF BUILDINGS: OF BUILDINGS: EXISTING BUILDING 1 EXISTING BUILDING 2 EXISTING BUILDING 3 BUILDINGS 0 3 3 BUILDING HEIGHT OF STORIES GROSS FLOOR AREA FOUNDATION TYPE 96.3 FT +- 24 FT +- 13.1 FT +- 6 2 1 491,403.40 SF 5,688.50 SF 1,108.67 SF EXISTING UNKNOWN EXISTING UNKNOWN EXISTING UNKNOWN TOTAL: 498,200.57 SF E L C Y C E R E S A E L P Z H E EHZ O O O O O O EHZ W X E W X E W X E EX 16W EX 16W EX 16W EX 16W EX 16W X X X X X X X X X X X O S S X E X EHZ E H Z X S S X E O O O O X O S S X E O X E H Z O O O Z H E O O O Z H E O O Z H E O O S S X E E H O Z O O O O O O O O O O O O EX 16W EX 16W Sidewalk Easement EX 16W EX 16W EX 16W EX 16W EX 16W EX 16W EX 16W X X X X X X X X X X X X X X X X X X X X X X X X X X PR. 20' STORM ESMT. X X X X X X X X X X X X X X X X X X X X X X Z H E S S X E O Z H E O O Z H E O O Z H E O O Z H E O O E H Z O O E H Z S S X E S S X E Z H E O O Z H E Z H E Z H E Z H E O O O O O X O X O X O O X O X O X O X O X O O X O X O O X O X O X O O X O X O X O O X PIV PIV W V F H E E E E T T PIV S X S E FH W V C O C O C O C O C O C O C O C O C O C O C O C O C O O U E H Z F H AC AC AC AC AC AC AC AC A A C C O AC AC EXISTING ICU MEDICAL FACILITY FFE=806.40+- C O E H Z E H Z E H Z W W W W W V W V S S X E W T R M H W V F H PBX S S X E E H Z C O C O AC PBX PBX PBX E H Z A M FE S S X E S S X E O O O O O 100Y E H Z CWQZ S S X E O O E H Z O 100Y O O COA 100Y S S X E COA E H Z O 1 0 0 Y 1 0 0 Y CWQZ O A F A O O E C Y C M O 0 A 0 1 FEMA Y C 0 O 0 O 1 1 A 0 0 Y W W W W S S X E C O C O C O GT G T OCO C C O W W W W EX SS C O W V WV W V W W PIV E E P I V EX SS PBX F H S S X E W W P I V PIV PBX PBX P I V F H E E PBX PBX EX SS P I V 100Y A O C FEMA A O C CWQZ 100Y CWQZ Y 0 0 1 CWQZ FEMA 100Y COA EHZ COA FEMA CEF Y 0 0 1 CWQZ 100Y C E F COA 100Y FEMA 100Y EHZ 100Y 100Y COA 100Y FEMA 100Y EHZ COA COA EHZ A M E 100Y F C O A Y 0 0 1 100Y FEMA 100Y COA 100Y EHZ 100Y A O C C O A 100Y 100Y 100Y 100Y FEMA EHZ COA A 100Y O C SEDIMENTATION TRAP C SEDIMENTATION TRAP B W W G T GT C O EX SS W W AC W W P I V CWQZEHZ C O A Y 0 0 1 100Y F E M A PBX Y 0 0 1 F E M A Z H E Z Q W C Z H E WV FH 100Y CEF COA 100Y CWQZ EF C COA 100Y CWQZ E H Z 100Y CWQZ CWQZ COA FEMA 100Y 100Y COA E H Z FEMA EHZ EHZ EHZ O O O O O O 100Y O O O O CEF EHZ EHZ EHZ EHZ EHZ EHZ COA FEMA 100Y O O O CWQZ O X EHZ X X 1 0 0 Y X X 100Y X X EHZ COA X X CWQZ X EHZ X O O X O EHZ X F E M A 100Y COA 100Y X CWQZ O O X O O Y 0 0 O 1 X X O A O C O X 100Y CWQZ O O CWQZ FEMA X X X CWQZ 100Y CWQZ C O A 1 0 0 Y O X O X O X O CEF EHZ X O X EHZ O O FEMA O O F E C EHZ COA 100Y C OA EHZ CWQZ CWQZ A M FE Y A 0 0 M 1 E F Z H E C O A 4 0 : 7 1 - 6 2 , 9 1 . l u J : d e i f i d o M t s a L O A M A E O C F A O C O O EHZ EHZ FEMA A O C 100Y 100Y FEMA 100Y 100Y COA O CWQZ O O O O 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. LIMITS OF CONSTRUCTION PR. 20' STORM ESMT. PROPOSED 429± L.F. RETAINING WALL. SEE WALL SECTION ON SHEET C-501 A X X X X X X X X X X X X X X A X X X X PR. 20' STORM ESMT. PROPOSED 2,462± L.F. STORM. SEE STORM LINE A ON SHEETS C-647, C-648 & C-649. X X X X X CWQZ X EXTENDED SEDIMENTATION BASIN A CWQZ CWQZ 100Y COA CEF EHZ X Y 0 0 1 EHZ CEF X X 100Y EHZ COA EHZ X X X X EHZ X X COA X EHZ CWQZ CWQZ 100Y CEF X EHZ X COA X CEF EHZ X CWQZ COA CEF EHZ X X X EHZ X X C W QZ X X EHZ X 100Y X COA EHZ X X 100Y X EHZ COA X CWQZ CWQZ CWQZ CWQZ X 100Y EHZ X X X COA EHZ X X X 100Y EHZ CWQZ CWQZ CWQZ CWQZ C W Q Z NOT FOR CONSTRUCTION 02 03 04 05 DATE 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR STAMP A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC SITE LAYOUT 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 36 SHEET NUMBER C-500 07/28/2026 E L C Y C E R E S A E L P 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L Z H E E H Z EHZ Z H E Water Easement Water Easement Sidewalk Easement Water Easement EHZ 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 10' P.U.E Z REFERENCE CONTOURS H E PFLUGERVILLE WEST NE FROM COA GIS SEDIMENTATION TRAP C SEE SHEET E H Z E H Z EHZ E H Z Z H E Z H E Z H E Z H E E H Z EHZ Z H E EHZ E H Z CEF F E C C E F EHZ CEF EHZ Z H E EHZ EHZ CEF EHZ CEF EHZ EHZ CWQZ EHZ EHZ CWQZ CEF EHZ CEF EHZ EHZ F E C EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ EHZ 5' X 30' TELEPHONE EASEMENT 15' PUE REFERENCE CONTOURS PFLUGERVILLE WEST NE FROM COA GIS EHZ EHZ EHZ CWQZ EHZ EHZ EHZ EHZ CWQZ CWQZ EHZ EHZ EHZ 15' ELECTRIC EASEMENT 15' DRIANAGE AND LANDSCAPE EASEMENT EHZ CWQZ CWQZ Z Z H Q E W C CWQZ EHZ 7.5' P.U.E. 15' P.U.E. EHZ CWQZ 15'30' DRAINAGE & P.U.E. WATER LINE EASEMENT EHZ QZ CW EHZ CWQZ 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. 0' 200' 400' Feet 1" = 200' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCHBEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 KEYMAP N.T.S. NOT FOR CONSTRUCTION EHZ CWQZ EHZ CWQZ EHZ CWQZ EHZ EHZ EHZ EHZ C W Q Z EHZ CWQZ CWQZ EHZ CWQZ Z Z Q H W E C Z Q EHZ W C EHZ CWQZ DRAINAGE EASEMENT 10' WATER EASEMENT EHZ CWQZ Z Q W C EHZ CWQZ E H Z Z H E CWQZ 5' P.U.E. EHZ E H Z C W Q Z 02 03 04 05 DATE 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR STAMP A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC OVERALL GRADING PLAN 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 42 SHEET NUMBER C-600 07/28/2026 E L C Y C E R E S A E L P 6 6 . 6 5 ' R O W LOT LINE (TYP) PROPOSED STORM LINE A SEE SHEET C-620 0' 40' 80' Feet 1" = 40' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION W 56.84' RO GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCHBEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 44.16' ROW SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 MATCHLINE SHEET C-602 MATCHLINE SHEET C-603 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 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR STAMP 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L 42.82' ROW KEYMAP N.T.S. NOT FOR CONSTRUCTION A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC GRADING PLAN 1 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 43 SHEET NUMBER C-601 PROPOSED STORM LINE A SEE SHEET C-620 07/28/2026 E L C Y C E R E S A E L P 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L MATCHLINE SHEET C-601 EX. 813.8' 814.01 FL 813.12 FL EX. 814.2' 812.17 FL LIMITS OF CONSTRUCTION D SET ONLY EX. 813.3' 7.4 EX. 812.6' 807.41 FL 3.1 7 . 2 1 6.8 2.0 EX. 810.7' EX. 809.1' EX. 809.6' 805.06 FL 806.49 FL 807.29 FL 3.6 808.16 FL 4.1 PIP EXISTING TREES. EX. 814.2' 803.55 FL 18.7 EX. 817.6' 34.1 . 6 3 2 802.74 FL FG 814.60 8 . 4 2 0' 40' 80' Feet 1" = 40' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCHBEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. EX. 810.7' 5 . 6 1 3 0 6 - C T E E H S E N I L H C T A M 27.7 22.7 EX. 814.5' FG 812.87 FG 813.30 21.2 29.3 EX. 811.5' 798.89 FL 7 . 0 1.5 MATCHLINE SHEET C-604 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 02202026 05082026 06172026 07172026 DESCRIPTION DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE 0.5 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 03232026 DATE AOREOR STAMP SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 KEYMAP N.T.S. A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC GRADING PLAN 2 NOT FOR CONSTRUCTION 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 44 SHEET NUMBER C-602 07/28/2026 MATCHLINE SHEET C-601 42.24' ROW LOT LINE (TYP) PROPOSED STORM LINE A SEE SHEET C-621 EX. 816.0' EX. 811.7' 810.45 FL 2.7% 813.90 FL 5.9% EX. 822.1' % 1 . 8 % 7 . 0 FG 814.33 40.36' ROW EX. 825.0' 824.20 BW % 0 . 3 1 EX. 814.3' 814.70 BW 825.20 TW 824.70 FL 8.9% 824.20 TW 2 0 6 - C T E E H S E N I L H C T A M PROPOSED 6" DEPTH SWALE BEHIND WALL. 10.4% PROPOSED STORM LINE A SEE SHEET C-621 38.52' ROW % 5 . 1 PROPOSED 429± L.F. RETAINING WALL SEE SHEETS XX TO XX FOR STRUCTURAL DESIGN 9.0% PIP EXISTING TREES. 37.89' ROW % 4 . 1 822.41 TW 814.10 BW 821.92 FL 10.9% PROPOSED 6" DEPTH SWALE BEHIND WALL. 15.4% 821.00 FL 0' 40' 80' Feet 1" = 40' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 KEYMAP N.T.S. 820.00 BW 821.50 TW MATCHLINE SHEET C-605 NOT FOR CONSTRUCTION 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 GRADING PLAN 3 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 45 SHEET NUMBER C-603 E L C Y C E R E S A E L P 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L 07/28/2026 E L C Y C E R E S A E L P 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L Z H E Z H E Z H E Z H E Z H E Z H E MATCHLINE SHEET C-602 33.8 29.4 EX. 807.3' 796.70 FL 2 . 2 3 1.5 FG 794.21 EX. 797.7' 3.6 FG 792.48 EX. 795.7' 29.2 FG 791.50 FG 796.10 793.01 FL 3.3 FG 793.44 28.4 EX. 794.0' FG 790.27 EX. 792.5' 26.8 FG 789.90 FG 789.90 FG 790.23 FG 789.49 FG 789.49 FG 790.40 5 . 1 1 791.00 FL 28.1 FG 796.10 FG 795.50 FG 796.88 8 . 5 2 FG 791.24 791.00 FL FG 791.31 FG 795.50 FG 795.50 30.9 795.06 FL SEDIMENTATION TRAP C SEE SHEET FG 807.91 FG 794.93 FG 798.76 5 . 7 1 1 4.9 FG 792.68 FG 793.81 SEDIMENTATION TRAP B SEE SHEET FG 793.37 FG 795.50 EX. 797.8' EX. 795.1' 1 . 5 1 FG 794.68 3.3 793.58 FL FG 794.58 5 . 3 EX. 794.7' EX. 792.6' EX. 792.6' EX. 792.2' EX. 792.3' FG 795.44 EX. 793.4' 10.5 795.50 FL FG 796.21 EX. 795.3' 796.25 FL FG 797.35 16.2 EHZ EHZ EHZ EHZ EHZ Z H E PROPOSED COA FLOODPLAIN EASEMENT E H Z E H Z E H Z E H Z E H Z E H Z E H Z 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 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR STAMP 0' 40' 80' Feet 1" = 40' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION 4 . 1 FG 808.30 FG 807.63 3.5 FG 805.57 2.1 5 0 6 - C T E E H S E N I L H C T A M 1.0 8 . 4 1 FG 805.77 FG 805.79 FG 808.20 FG 805.40 GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCHBEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. FG 797.00 FG 799.12 PIP EXISTING TREES. 16.6 EX. 795.5' EX. 794.3' FG 794.05 4 . 6 1 . 6 EX. 792.5' EX. 793.2' FG 795.99 FG 794.22 EX. 793.6' PROPOSED COA FLOODPLAIN EASEMENT SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 KEYMAP N.T.S. A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC GRADING PLAN 4 NOT FOR CONSTRUCTION 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 46 SHEET NUMBER C-604 07/28/2026 FG 821.97 PIP EXISTING TREES. MATCHLINE SHEET C-603 FG 808.18 FG 821.18 14.6 FG 811.20 LOT LINE (TYP) PROPOSED STORM LINE A SEE SHEET C-622 0 . 1 4 0 6 - C T E E H S E N I L H C T A M FG 806.61 0.2 FG 807.24 21.6 FG 806.00 7 . 1 FG 807.36 7 . 1 FG 800.77 SEDIMENTATION BASIN A SEE SHEET 800.75 FL 799.91 FL FG 806.00 9.2 FG 806.00 FG 806.00 1.6 8 . 8 2 FG 801.92 1 . 4 2 FG 800.77 2.3 FG 804.99 FG 806.00 5 . 3 2 FG 805.73 799.74 FL FG 800.43 6 . 4 2 FG 803.35 4.8 2 1.9 3 0.3 2 FG 806.58 4.3 30.7 11.7 3.9 FG 810.26 FG 809.72 1.1 802.65 FL 3.3 FG 801.37 1.8 16.6 CEF EHZ CEF EHZ CEF EHZ CEF EHZ CEF EHZ CEF EHZ EHZ PIP EXISTING TREES. PROPOSED COA FLOODPLAIN EASEMENT CEF EHZ CEF EHZ CEF EHZ CEF EHZ CEF EHZ EHZ EHZ EHZ FG 812.75 6.5 FG 808.32 EHZ EHZ EHZ EHZ CEF EHZ CEF EHZ CEF EHZ PROPOSED COA FLOODPLAIN EASEMENT EHZ CEF EHZ CEF EHZ CEF EHZ EHZ EHZ CWQZ CWQZ EHZ EHZ EHZ EHZ CWQZ CWQZ EHZ EHZ EHZ EHZ CWQZ EHZ EHZ EHZ EHZ DATE 02202026 05082026 06172026 07172026 EHZ 02 03 04 05 DESCRIPTION CWQZ DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE DOCUMENT RELEASE CWQZ CWQZ CWQZ E L C Y C E R E S A E L P 3 3 1 1 : - 6 2 , 4 2 . l u J : d e i f i d o M t s a L 0' 40' 80' Feet 1" = 40' LEGEND 810 PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 100-YR FULLY DEVELOPED COA FLOOD PLAIN LIMITS ATLAS 14 (PENDING COA APPROVAL) EXISTING 100-YR FEMA FLOOD PLAIN LIMITS 800.50 FG 813.50 LP 813.50 HP 813.50 TW 813.50 BW 813.00 FF=813.60 LIMITS OF CONSTRUCTION EXISTING SPOT ELEVATION FINISHED GRADE ELEVATION LOW POINT ELEVATION HIGH POINT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION FINISHED FLOOR ELEVATION GRADING NOTES 1. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCHBEDDING MATERIAL). 2. SEE ESC DETAILS ON SHEETS C-700 TO C-702. 3. SEE STORM PROFILE SHEETS C-620 TO C-622. 4. PROPOSED 20-FT WIDE STORM EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. 5. PROPOSED FLOODPLAIN EASEMENT RECORDATION FOR THE CITY OF AUSTIN IS DEFERRED WITH THE C PLAN SET IMPROVEMENTS. SHEET C-601 SHEET C-602 SHEET C-603 SHEET C-604 SHEET C-605 KEYMAP N.T.S. NOT FOR CONSTRUCTION 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. 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 03232026 DATE AOREOR STAMP A NEW MANUFACTURING FACILITY FOR DRAWN BY AOC PROJECT GREAT WAVE "D" PLAN CHECKED BY JLC GRADING PLAN 5 3900 W HOWARD LN AUSTIN, TEXAS 78728 JOB NUMBER 2025170 47 SHEET NUMBER C-605 07/28/2026 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 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR 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 64 SHEET NUMBER C-710 NOT FOR CONSTRUCTION 07/28/2026 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 02202026 05082026 06172026 07172026 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 03232026 DATE AOREOR 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 07/28/2026 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