03. ABIA Retail Center Backup — original pdf

Backup

AV Freight Ln AV AV Spirit Of Texas Dr AV AV AV AV Spirit Of Austin Ln AV AV AV Spirit Of Texas Dr Hotel Dr SITE AV AV Hotel Dr AV AV Employee Ave Freight Ln Hotel Dr Spirit Of Texas Dr Hotel Dr Spirit Of Texas Dr SITE Spirit Of Austin Ln Employee Ave LIST OF DRAWINGS 1. COVER SHEET 2. GENERAL NOTES 3. EXISTING SURVEY 4. DIMENSIONAL & FIRE SITE PLAN 5. GRADING SITE PLAN 6. STORM LAYOUT PLAN 7. EROSION/SEDIMENTATION SITE PLAN 8. FIRE LANE SITE PLAN 9. UTILITY SITE PLAN 10. AUSTIN WATER GENERAL INFORMATION & CONSTRUCTION NOTES 11. AUSTIN WATER GENERAL INFORMATION & CONSTRUCTION NOTES 12. GENERAL UTILITY DETAILS 13. GENERAL UTILITY DETAILS 14. GENERAL DETAILS 15. GENERAL DETAILS 16. GENERAL DETAILS 17. GENERAL DETAILS 18. GENERAL DETAILS 19. GENERAL DETAILS 20. DRAINAGE AREA MAP 21. BIOFILTRATION POND PLAN (BMP) 22. BIOFILTRATION POND SECTIONS 23. BIOFILTRATION POND NOTES 24. HMI CALCULATIONS 25. LANDSCAPE PLAN 26. LANDSCAPE SPECIFICATIONS 27. LANDSCAPE DETAILS 28. PHOTOMETRIC SITE PLAN CURVE C1 (C1) RADIUS 30.50' (30.50') DELTA ANGLE 90°44'08" (90°32'22") ARC LENGTH 48.30' (48.20') CHORD BEARING N 87°32'27" E (N 87°18'07" E) CHORD LENGTH 43.41' (43.34') \ \ \ \ \\\\ \\\\ 5 0 1 ' \\\\ \\\\ \\\\ \\\\ \\\\ 500' G G G \\\\ G G \\\\ 502' 502' 502' \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 0 2 ' 5 0 2' \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 0 3 ' DRAINAGE \\\\ WASTEWATER MANHOLE TOP OF RIM ELEV: 500.23' NORTH 8" PVC FL= 478.38' SOUTH 8" PVC FL= 478.48' \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \\\\ \\\\ \\\\ 501' \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ 501' \\\\ 501' HOTEL DRIVE (R.O.W. VARIES) 501' \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ 501' 501' C1 WV 5 0 0 ' W 18" CULVERT: FL= 498.40' \\\\ LP ] ] 5 0 0 ' ' 1 0 5 SIGN WVWV ' 5 6 . 5 8 1 ' E " 3 5 2 1 ° 2 4 N CO ) ' 8 6 . 5 8 1 ' E " 2 2 1 1 ° 2 4 N ( ] ] LP ] ] ] ] 501' ] ] 501' ] ] 5 0 0' 4 9 9 ' ' 8 9 4 ' 7 9 4 ' 6 9 4 4 9 6 ' ' 7 9 4 ' 8 9 4 ' 9 9 4 ' 9 9 4 ' 8 9 4 ' 7 9 4 ' 6 9 4 ' 6 9 4 ' 7 9 4 ' 8 9 4 ' 9 9 4 LP 501' S 47°25'25" E 315.61' (S 47°25'45" E 315.82') 502' 501' 500' 499' 499' 499' W 499' ) E N I L T C A R T ( ' 9 9 4 ' 9 9 4 LP 502' 501' 500' ' 2 0 5 ' 1 0 5 ' 0 0 5 TEMPORARY BENCHMARK SET BENCHMARK SQUARE IN CURB ELEVATION: 502.14' \\\\ BM \\\\ \\\\ 502' 501' \\\\ POB 4.067 ACRE TRACT 1/2" IRON ROD FOUND WITH CAP STAMPED "LANDMARK" 5 0 1' ' 2 0 5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' 1 0 5 \ \ \ \ ' 2 0 5 5 0 2 ' ' 1 0 5 \ \ \ \ \ \ \ \ \ \ \ \ 0' 0 5 ' 9 9 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 501' ) ' 2 8 . 8 6 5 W ' " 0 3 7 0 ° 2 4 S ( ' 5 7 . 8 6 5 W ' " 3 0 8 0 ° 2 4 S HILTON HOTEL TRACT NO LEASE RECORDING INFORMATION FOUND 500' 500' \ \ \ \ TEMPORARY BENCHMARK SET BENCHMARK SQUARE IN CURB ELEVATION: 500.61' \\\\ BM \\\\ \\\\ 500' 499' 498' 497' 496' 5' 9 4 4' 9 4 3' 9 4 2' 9 4 1' 9 4 oo oo o o TRACT ONE 4.067 ACRES (177,178 SQ. FT.) 0' 0 5 499' 500' G E 4 9 9 ' 5 0 0' 499' 499' SANTIAGO DEL VALLE GRANT, A-24 TRAVIS COUNTY, TEXAS 499' 499' A REMNANT PORTION OF A CALLED 1989.252 ACRES CITY OF AUSTIN DOC NO 2002002218 O.P.R.T.C. A REMNANT PORTION OF A CALLED 157.876 ACRES CITY OF AUSTIN DOC NO 2005160431 O.P.R.T.C. 499' 499' ) E N I L T C A R T ( 499' 499' 499' ' 9 9 4 499' 5 0 0 ' 5 0 1 ' EB T ' 0 0 5 2000 N 47°54'14" W 57.40' (N 47°56'34" W) (57.29') SIGN 500' \\\\ \\\\ 5 0 0' \\\\ 5 0 0' ' 0 0 5 E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ E E 500' \\\\ \\\\ 5 0 0 ' \ \ \ \ 499' 499' 0' 0 5 TM 500' 4 9 9' 4 9 6 ' ' 6 9 4 RWB 9' 9 4 4 9 8 ' 4 9 7 ' ' 7 9 4 ' 8 9 4 ' 9 9 4 ) ' 5 2 . 7 9 3 ' E " 3 1 3 1 ° 2 4 N ( ' 0 1 . 5 5 3 ' E " 6 4 3 1 ° 2 4 N ' 9 9 4 ' 8 9 4 ' 7 9 4 \ \ \ \ 5 0 0 ' \ \ \ \ \\\\ \\\\ 501' \\\\ ' 0 0 5 ' 7 9 4 ' 8 9 4 4 9 9 ' \ \ \ \ ' 0 0 5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' 1 0 5 EB \ \ \ \ WW \ \ \ \ STORM WATER MANHOLE TOP OF RIM ELEV: 502.03' WEST 18" FL= 499.23' EAST 18" FL= 497.28' SD 5 0 1 ' 5 0 2 ' \ \ \ \ \ \ \ \ \ \ \ \ 5 0 2 ' \ \ \ \ 2' 0 5 5 0 2' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2' 0 5 \ \ \ \ 502' I E V R D S A X E T F O T R P S I I 2' 0 5 ' 2 0 5 I ) S E R A V . . W O R . ( \ \ \ \ E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ RWB \ \ \ \ 5 0 2' E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \ \ \ \ 502' 502' LP 5 0 1 ' 0' 0 5 ' 9 9 4 4 9 7 ' ' 8 9 4 ' 7 9 4 ' 8 9 4 ' 9 9 4 501' (S 46°14'08" E) (57.09') 500' N 47°51'57" W 289.96' (N 47°52'30" W 290.05') 1/2" IRON ROD FOUND WITH CAP STAMPED "PAPE-DAWSON" ' 4 9 8 9 9 ' 4 ' 7 9 4 ' 6 9 4 ' 5 9 4 ' 4 9 4 ' 3 9 4 ' 2 9 4 ' 0 9 4 ' 1 9 4 TRACT ONE 3.000 ACRES 500' 500' G G G G G G G G G G G G G G G 9' 9 4 G G G G G G G G G G G G G G G G G BOUNDARY, TOPOGRAPHIC AND TREE SURVEY OF 4.067 ACRES OUT OF THE SANTIAGO DEL VALLE GRANT SURVEY, ABSTRACT NO. 24, TRAVIS COUNTY, TEXAS BEING PORTIONS OF DOCUMENT NO. 2005160431 AND DOCUMENT NO. 2002002218 OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS 0 40 80 SCALE: 1" = 40' BEARING BASIS TEXAS STATE PLANE COORDINATE SYSTEM, GRID NORTH, CENTRAL ZONE (4203), NAD 83. DISTANCES IN US SURVEY FEET (GRID). ELEVATION DATA NAVD 88, GEOID 12B. LEGEND 1/2" IRON ROD FOUND WITH CAP STAMPED "UDG RPLS 2433" (UNLESS NOTED) 1/2" IRON ROD SET WITH BLUE CAP STAMPED "LONE WOLF RPLS 6848" RECLAIMED WATER BOX ELECTRIC BOX GAS VALVE CLEAN OUT GAS MARKER WATER METER ELECTRIC METER TELEPHONE PEDESTAL WATER VALVE SIGN ELECTRIC MANHOLE STORM DRAIN MANHOLE WASTE WATER MANHOLE TELEPHONE MANHOLE LIGHT POLE CHAIN LINK FENCE GUARD RAIL GAS LINE PROPERTY LINE EDGE OF PAVEMENT ADJOINER LINE CONCRETE AREA WALLS RWB EB G CO G W E T WV E SD WW TM LP oo ] oo ] G \\\\ DOC NO DOCUMENT NUMBER O.P.R.T.C. ( ) P.O.B. R.O.W. OFFICIAL PUBLIC RECORDS TRAVIS COUNTY RECORD INFORMATION PER SUPPLIED PAPE-DAWSON ALTA/ACSM TITLE SURVEY JOB# 51373-00 POINT OF BEGINNING RIGHT OF WAY BEING A 4.067 ACRE TRACT OF LAND, OUT OF THE SANTIAGO DEL VALLE GRANT, ABSTRACT NO. 24, SITUATED IN TRAVIS COUNTY, TEXAS, SAID 4.067 ACRE TRACT BEING OUT OF A REMNANT PORTION OF A CALLED 157.876 ACRE TRACT OF LAND CONVEYED TO THE CITY OF AUSTIN, AS RECORDED IN DOCUMENT NO. 2005160431, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, AND BEING OUT OF THE REMNANT PORTION OF A CALLED 1989.252 ACRE TRACT OF LAND CONVEYED TO THE CITY OF AUSTIN, AS RECORDED IN DOCUMENT NO. 2002002210, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS; SAID 4.067 ACRE TRACT HAVING BEEN SURVEYED BY LONE WOLF LAND SURVEYING DURING THE MONTHS OF JUNE AND JULY 2024, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2" iron rod with cap stamped “LANDMARK" found in the southwest right-of-way line of Hotel Drive (right-of-way varies), for the east corner of the herein described tract and said 157.876 acre remainder tract, the same being the north corner of that certain Hilton Tract, unknown recording information; THENCE, leaving the southwest right-of-way line of Hotel Drive, with the southeast boundary line of said 157.876 acre remainder tract, the same being the northwest boundary line of said Hilton tract, for the southeast line of the herein described tract, S 42°08'03" W, a distance of 568.75 feet to a 1/2" iron rod with cap stamped “PAPE-DAWSON” found for the south corner of the herein described tract; THENCE, leaving the northwest boundary line of said Hilton tract, over and across said 157.876 acre remainder tract and said 1989.252 acre remainder tract, for the southwest line of the herein described tract, N 47°51'57" W, a distance of 289.96 feet to a 1/2" iron rod with cap stamped “LONE WOLF RPLS 6848” set in the southeast right-of-way line of Spirit of Texas Drive (right-of-way varies), for the west corner of the herein described tract; THENCE, with the southeast right-of-way line of Spirit of Texas Drive, the same being the northwest boundary line of said 1989.252 acre remainder tract, for the northwest line of the herein described tract, the following four (4) courses: N 42°13'46" E, a distance of 355.10 feet to a 1/2" iron rod with cap stamped 1. “UDG RPLS 2433” found for an angle point of the herein described tract; N 47°54'14" W, a distance of 57.40 feet to a 1/2" iron rod with cap stamped 2. “UDG RPLS 2433” found for an angle point of the herein described tract; N 42°12'53" E, a distance of 185.65 feet to a 1/2" iron rod with cap stamped 3. “UDG RPLS 2433” found at a point of a non-tangent curve to the right and for the northernmost northwest corner of the herein described tract; 4. with said non-tangent curve turning to the right, with a radius of 30.50 feet, with a delta angle of 90°44'08", with an arc length of 48.30 feet, with a chord bearing of N 87°32'27" E, with a chord length of 43.41 feet to a 1/2" iron rod with cap stamped “UDG RPLS 2433” found at a point of a non-tangency in the southwest right-of-way line of Hotel Drive, for the northernmost northeast corner of said 1989.252 acre remainder tract, and for the northernmost northeast corner of the herein described tract; THENCE, with the southwest right-of-way line of Hotel Drive, the same being the northeast boundary line of said 1989.252 acre remainder tract and northeast boundary line of said 157.876 acre remainder tract, for the northeast line of the herein described tract, S 47°25'25" E, a distance of 315.61 feet to the POINT OF BEGINNING, having an area of 4.067 acres, or 177,178 square feet. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND SPECIFICATIONS FOR A CATEGORY 6B, CONDITION I LAND TITLE SURVEY. DATE OF LAST FIELD WORK: JULY 16, 2024 ________________________________________________ MATTHEW LEE TAYLOR, R.P.L.S. NO. 6848 7/23/2024 FIRM NO. 10194675 DRAWN BY: MT FIELD CREW: JS REVISION #: REVIEWED BY: MLT Tag Trunk Drip 25 2000 Code HACKBERRY Comment 50 TREE LEGEND CRITICAL ROOT ZONE = DIAMETER EQUAL IN FEET TO TWICE THE NUMBER OF INCHES OF THE TREE'S TRUNK DIAMETER GENERAL NOTES: 1) THIS PROPERTY IS SUBJECT TO ANY AND ALL RECORDED AND UNRECORDED EASEMENTS. SURVEYOR HAS MADE NO INVESTIGATION FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS OR OWNERSHIP TITLE EVIDENCE. 2) THIS SURVEY ONLY SHOWS ABOVE GROUND IMPROVEMENTS. 3) SUBJECT TO ALL APPLICABLE DEVELOPMENT CODES AND ZONING ORDINANCES. 4) ANY UTILITIES SHOWN HEREON MAY BE EXAGGERATED FOR GRAPHIC REPRESENTATION ONLY. 5) OWNERSHIP DEED RECORDED IN DOCUMENT NO. 2005160431 AND DOCUMENT NO. 2002002218, TRAVIS COUNTY RECORDS. FLOOD INFORMATION PER WWW.FEMA.GOV, THIS PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN MAP NUMBER 48453C0610L, DATED 01/22/2020. SURVEYED FOR: PSCE AIBA RETAIL CENTER AUSTIN, TX 78719 PROJECT NO. 2024-065 LONE WOLF LAND SURVEYING, LLC 163 Cool Water Drive Bastrop, TX 78602 512-718-5868, Firm #10194675 Lonewolflandsurveying.com AV Freight Ln AV AV Spirit Of Texas Dr AV AV AV AV Spirit Of Austin Ln AV AV AV Spirit Of Texas Dr Hotel Dr SITE AV AV Hotel Dr AV AV Employee Ave Freight Ln Hotel Dr Spirit Of Texas Dr Hotel Dr Spirit Of Texas Dr SITE Spirit Of Austin Ln Employee Ave LIST OF DRAWINGS 1. COVER SHEET 2. GENERAL NOTES 3. EXISTING SURVEY 4. DIMENSIONAL & FIRE SITE PLAN 5. GRADING SITE PLAN 6. STORM LAYOUT PLAN 7. EROSION/SEDIMENTATION SITE PLAN 8. FIRE LANE SITE PLAN 9. UTILITY SITE PLAN 10. AUSTIN WATER GENERAL INFORMATION & CONSTRUCTION NOTES 11. AUSTIN WATER GENERAL INFORMATION & CONSTRUCTION NOTES 12. GENERAL UTILITY DETAILS 13. GENERAL UTILITY DETAILS 14. GENERAL DETAILS 15. GENERAL DETAILS 16. GENERAL DETAILS 17. GENERAL DETAILS 18. GENERAL DETAILS 19. GENERAL DETAILS 20. DRAINAGE AREA MAP 21. BIOFILTRATION POND PLAN (BMP) 22. BIOFILTRATION POND SECTIONS 23. BIOFILTRATION POND NOTES 24. HMI CALCULATIONS 25. LANDSCAPE PLAN 26. LANDSCAPE SPECIFICATIONS 27. LANDSCAPE DETAILS 28. PHOTOMETRIC SITE PLAN PROJECT SITEGENERAL LEGEND PROPERTY LINE LOC LIMITS OF CONSTRUCTION SILT FENCE LOC/SF SILT FENCE & LOC PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT ELECTRICAL EASEMENT SANITARY SEWER EASEMENT WATER SURFACE ELEVATION CORRUGATED METAL PIPE EXISTING CONTOURS PROPOSED GRADING CONTOURS ELEV. ELEV. UTILITY LEGEND FIRE HYDRANT GATE VALVE PLUG OR CAP STORM SEWER MANHOLE WASTEWATER MANHOLE WW CLEAN-OUT WATER LINE WASTEWATER LINE STORM SEWER LINE FLOW INDICATOR SS WW C.O WW SD TAP PROPOSED SERVICE TAP WATER METER IRRIGATION METER STORM SEWER INLET WATER SERVICE (SINGLE) WATER SERVICE (DOUBLE) UTILITY POLE LIGHT POLE OH OVERHEAD ELECTRIC X X X X WIRE FENCE EROSON CONTROL LEGEND TP N 4 7 ° 5 1 5 7 " ' W 2 8 9 . 9 6 ' ( N 4 7 ° 5 2 3 0 " ' W 2 9 0 . 0 5 ' ) S 4 7 ° 4 8 3 7 " E ' 1 3 3 . 2 1 ' (TRACT TWO) P.O.B. SPIRIT OF TEXAS DRIVE ( 5 7 . 2 9 ' ) ( N 4 7 ° 5 6 3 4 " ' SD SD SD SD SD SD SD SD (N 42°13'13" E 397.25') N 42°13'46" E 355.10' W ) SD SD SD SD N 42°12'53" E 185.65' (N 42°11'22" E 185.68') N 4 7 ° 5 4 1 4 " ' W 5 7 . 4 0 ' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UGE UGE UGE UGE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SD SD GAS SD SD SD SD U S T 2 0 0 0 0 G a , l l o n U S T 2 0 0 0 0 G a , l l o n S D S D S D S D S D S D S D S D S D S D GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S 4 7 ° 2 5 2 5 " E ' ( S 4 7 ° 2 5 4 5 " E ' 3 1 5 8 2 ' ) . 3 1 5 . 6 1 ' 500' SD SD SD SD SD SD SD SD SD SD SD SD SD SD I E V R D L E T O H (S 42°07'30" W 568.82') S 42°08'03" W 568.75' P P P E P E E E P P P E P E E E . C N I , I I S R E E N G N E L I V C U R T S L A N O S S E F O R P I S R E E N I G N E L A R U T C U R T S D N A L I V I C G N I T L U S N O C i m o c . c n e c s p @ e c s p | 2 2 4 6 . 8 3 2 2 1 5 . L E T | 7 2 7 8 7 X T , I N T S U A , 0 1 2 E T U S I , E N A L R E M R A P T S E W 5 0 2 2 E P P P P E P E E E P E P E l l i w 5 0 2 ' g w d . n i t s u a , r e t n e c l i a t e r i a b a \ n i t s u a , r e t n e c l i a t e r i a b a \ d a w a d e , a z r i m , e c s p _ n i t s u a , r e t n e c l i a t e r i j a b a \ s t c e o r p \ x o b p o r d l a b \ l l i w \ s r e s u \ : c M A 0 5 : 1 1 5 2 0 2 / 3 / 7 r i a b l l l i w 502' 502' 5 0 1' SPIRIT OF TEXAS DRIVE 502' 502' WW 500' 500' 499' 498' 497' 502' WW WW WW 502' 501' WW 500' 500' 500' (N 42°13'13" E 397.25') N 42°13'46" E 355.10' 500' 499' 498' 497' SD SD SD 1A 3 2 dw dw dw dw dw dw dw 2 1A 3 497' (48) bbs 1A (88) sg 2 3 (58) eg 497' 1A 2 (58) bbs t t t t t t t t t t dw dw dw dw dw dw dw dw dw dw dw dw dw dw t 498' t t t t t t t t t t t t t t dw dw dw dw dw dw dw dw dw dw dw d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 d5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 op5 op5 op5 op5 op5 op5 op5 499' b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 op5 op5 op5 op5 op5 op5 op5 op5 op5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 b5 ab1 ab1 b5 b5 b5 500' b5 b5 b5 d5 ab1 ab1 ab1 d5 d5 d5 498' dw dw dw t t t t t t t t t t dw 499' b5 b5 b5 b5 b5 op5 op5 op5 op5 op5 b5 ab1 ab1 d5 d5 d5 d5 d5 d5 d5 d5 500' d5 ab1 ab1 ab1 d5 d5 d5 d5 dw dw dw dw dw d5 b5 b5 b5 b5 b5 b5 b5 b5 2 1A SD dw t t t t t t t t r r r r r r r r r r r r r r r r r r r r GAS 2 1A 3 GAS GAS 3 GAS 499' 1A GAS r r r r r r r r r r r r r r r r r r r r t t t t t t t 3 GAS GAS GAS 1A 2 SD PLANT SCHEDULE RAIN GARDEN SYMBOL CODE COMMON NAME BOTANICAL NAME CONT QTY 501' FACULTATIVE-HIGH MOISTURE WW E N I L - H C T A M 500' ab1 b5 d5 ab1 b5 d5 American Beautyberry Callicarpa americana 1 gal Big Lindheimer's Muhly Muhlenbergia lindheimeri 'Big' 5 gal Dwarf Palmetto Sabal minor op5 op5 Obedient Plant Physostegia virginiana 5 gal 5 gal 10 87 40 21 SYMBOL CODE COMMON NAME BOTANICAL NAME CONT SPACING QTY 500' FACULTATIVE-HIGH MOISTURE E N I L - H C T A M SD SD SD 3 SD bbs eg sg Bushy Bluestem Andropogon glomeratus Eastern Gamagrass Tripsacum dactyloides Switch Grass Panicum virgatum 1 gal 1 gal 1 gal 24" o.c. 106 24" o.c. 24" o.c. 58 88 t t a a a a PLANT SCHEDULE (1) mo1.5 SYMBOL CODE COMMON NAME BOTANICAL NAME CONT CAL SIZE QTY RAIN GARDEN A PLANTS 5,000SF X 10%=500 PLANTS REQUIRED PLANT SIZE SPACING QTY. 1 GALLON EQUIVALENT Shrub Shrub 3 gal 1 gal 3-4' 148 296 3-4' 10 10 Bunchgrass 1 gal 2'+ 182 Groundcover 4"pot -- -- 252 -- 558 PLANTS PROVIDED SOIL Rain Gardens: · 6" deep improved topsoil where existing is insufficient. Depth within ponds & rain gardens is to be confirmed with Civil Engineer · Must meet City of Austin Standards "EMC 660S - BIOFILTRATION MEDIUM 1-4-16" ·· ·· ·· ·· ·· ·· ·· 70 - 90% Percent Sand + Coarse Fragments (ASTMD-422) 3 - 10% Percent Clay (< 0.002 mm) ≤ 27% Percent Silt + Clay (< 0.05 mm) 0.5 - 5% Percent Organic Matter (ASTM D-2974) No "Red Death" sandy loam allowed Free of trash, stones, weeds, and other undesirable material Soil is to be tested by laboratory if required by the City e t a D n o i t p i r c s e D v e R Consultant Seal Company Name and Address l d v B e t i h W n e B E 8 2 0 2 1 4 7 8 7 X T n i t s u A 3 7 8 7 - 0 4 2 # m o c . A L r i a B @ o f n l i r i a B l . S m a i l l i W m o c . A L r i a B w w w . l 496' SD SD SD 496' 3 dw 5 0 t dw 0' 3 SD 499' GAS E N I L - H C T A M SD 4 9 9' R50' (1) lo1.5 1B 4 9 9' S D S D S D S D S D S D I E N L - H C T A M S D S D E N I L - H C T A M 501' 500' 499' 1B 4 9 9' STREET YARD 5 0 0' 500' 1B 499' 1B 500' REVEGETATE LAWN WHERE EXISTING IS DISTURBED (S 42°07'30" W 568.82') S 42°08'03" W 568.75' R50' (1) lo1.5 499' 4 9 9' 1B (1) lo1.5 R50' 4 9 9 ' 1B ( N 4 7 ° 5 2 3 0 " ' W 2 9 0 . 0 5 ' ) N 4 7 ° 5 1 5 7 " ' W 2 8 9 . 9 6 ' 1B REVEGETATE LAWN WHERE EXISTING IS DISTURBED STREET YARD 4 9 9 ' 4 9 9' 4 9 9 ' 499' 499' REVEGETATE LAWN WHERE EXISTING IS DISTURBED 499' 498' 497' 496' 495' 494' R Know what's below. Call before you dig. Contractors: email info@blairla.com with RFIs, submittals, & inspection scheduling Schedule inspections at least 2 weeks in advance TREES bc1.5 Bald Cypress Taxodium distichum bo1.5 Burr Oak Quercus macrocarpa lo1.5 Live Oak Quercus virginiana mo1.5 Monterey Oak Quercus polymorpha `Monterey` U S T 2 0 , 0 0 0 G a l l o n ms1.5 Mexican Sycamore Platanus mexicana SMALL TREE dw1.5 Desert Willow Chilopsis linearis mr1.5 Mexican Redbud Cercis canadensis mexicana yh1.5 Yaupon Holly Ilex vomitoria - - - - - - - - 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 6 8 3 4 25 10 3 3 SYMBOL CODE COMMON NAME BOTANICAL NAME CONT SIZE QTY SHRUBS a d dw k r s so t a d dw k r s so t Powis Castle Artemisia Artemisia x `Powis Castle` Dwarf Palmetto Sabal minor Dwarf Southern Wax Myrtle Myrica pusilla Knock Out Rose Rosa acicularis `Knock Out` Red Yucca Hesperaloe parviflora Pink Salvia Greggii Salvia greggii `Pink` Sotol Dasylirion texanum 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal Texas Sage 'Silverado' Leucophyllum frutescens `Silverado` 5 gal 15 5 82 14 40 7 13 80 REFERENCE NOTES SCHEDULE CODE DESCRIPTION 1A 1B 2 3 Lawn, Bermuda "Tif 419" Sod. Provide spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Pre emergent weed treatment recommended. Lawn, Bermuda "Blackjack" Hydromulch. Include Perennial Ryegrass if planted in cool season. Tackifier additive for hydromulch. Spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Temporary irrigation until established if outside of property line. Pre emergent weed treatment recommended. Steel edge, 3/16" x 4" landscape edging as manufactured by Ryerson, or equal, dark green and furnished with steel stakes. Install edging in smooth curves free of kinks. Final height of edging to be 1" above height of soil mat of sod. Mulch, Native Hardwood. 3" deep with drip irrigation. Ensure that drip line is placed above rootballs. IR CTTE SA HI C R X A E A EP L B T A 1 C . S S F 4 D 2 O 7 M N A A L E LI D L T I W RE STA STE I REG William S. Blair July 3, 2025 Project Name and Address 2 # n o i t a t S s a G A B A I e v i r D s a x e T f o t i r i p S 1 0 8 2 s a x e T , n i t s u A Sheet Title n a l P e p a c s d n a L Design By: Will Blair Checked By: xxxx Issue Date: 07/03/2025 Project Number: 25043-LP 25 NORTH 0 20 40 60 feet SCALE: 1" = 20' CASE #: 5 0 2' 5 0 2' 502' LANDSCAPE CALCULATIONS REQUIRED PROVIDED l l i w 502' R T W R T W 501' 500' WW WW C O WW (15) ms1.5 WW 501' 500' WW 500' ( 5 7 . 2 9 ' ) ( N 4 7 ° 5 6 3 4 " ' W ) N 4 7 ° 5 4 1 4 " ' W 5 7 . 4 0 ' N 42°12'53" E 185.65' (N 42°11'22" E 185.68') 1A 1A 1A 500' (3) yh1.5 1A 499' 498' 497' R50' 1A 496' 496' 1A 3 dw dw dw dw dw dw dw dw dw dw dw dw k SD SD SD k k 497' k kk k k k dw dw dw dw dw dw SD SD SD 3 R50' 1A 1A W W W W so (10) dw1.5 1A R T W 499' 498' 497' 496' 496' (3) bc1.5 R50' WW 5 0 1' 5 0 1' W 500' WTR 501' 500' 500' 496' SD SD SD 2 1A SD WW E N I L - H C T A M 500' E N I L - H C T A M SD SD SD 3 SD (1) mo1.5 t t t a a a s s a a s a t d s s s s t SD t t t t d d d d (1) mr1.5 (95) lm 3 GAS 499' 499' SD GAS I E N L - H C T A M SD D S GAS D S 2 498' 499' 3 (1) mr1.5 3 (1) mr1.5 (1) bc1.5 (55) lm R T W GAS GAS GAS GAS 499' 499' 497' so so 498' k k k a a a k a a 499' a a a a so so k 3 (1) mo1.5 R T W W W GAS (4) ms1.5 3 4 9 9 ' R T W 499' W W so so dw dw dw dw dw dw dw dw dw dw t t t t t t t t t t t t so R T W R50' 3 W W 1A 5 0 1' 500' 5 0 1' 5 0 0 ' UGE UGE UGE UGE GAS GAS GAS 1A 2 1A 2 501' ' ' ( S 4 7 ° 2 5 1A 2 5 2 " E S 4 7 ° 2 5 4 5 " E so 3 3 1 so 1 5 5 8 2 ' ) . 6 1 . ' 501' I E V R D L E T O H R T W (6) ms1.5 3 4 9 9' so 5 0 1A 0' so so 502' 5 0 1 ' 2 U S T 2 0 , 0 0 0 G a l l o n 4 9 9' 1A 1A S D S D S D S D S D S D I E N L - H C T A M S D S D E N I L - H C T A M 501' 1B g w d . n i t s u a 499' , r e t n e c l i a t e r i a b a \ n i t s u a , r e t n e c l i a t e r i a b a \ d a w a d e , a z r i m , e c s p _ n i t s u a , r e t n e c l i a t e r i j a b a \ s t c e o r p \ x o b p o r d l a b \ l l i (S 42°07'30" W 568.82') S 42°08'03" W 568.75' w \ s r e s u \ : c M A 1 5 : 1 1 5 2 0 2 / 3 / 7 r i a b l l l i w 500' 499' R Know what's below. Call before you dig. R50' R50' (1) bc1.5 (1) mo1.5 (1) bc1.5 1A STREET YARD 499' 499' R50' 500' 500' 1A (1) mo1.5 3 5 0 0 ' LIMIT OF SOD LAWN (8) bo1.5 D R A Y T E E R T S SD SD SD SD SD SD SD SD SD SD SD 501' 1B 502' 502' 501' 501' 1B 502' 1A 502' 501' Contractors: email info@blairla.com with RFIs, submittals, & inspection scheduling Schedule inspections at least 2 weeks in advance t t t t t t t t dw dw dw dw dw dw dw dw dw dw 2 1A 2 501' 1A 502' 5 0 2 ' 5 0 1' 5 0 1' 5 0 1 ' TOTAL SITE AREA _______________________________________________________________________________ STREET YARD Total Area Landscaped Area 177,259sf REQUIRED PROVIDED 121,384sf 64,236sf 52 24,277sf (20%) 52 · Trees ·· 52 Proposed SY Trees + 0 Ex.= 52 Trees Provided ··· (50 trees + 1 tree for every 5,000sf over 110,000sf) 501' _______________________________________________________________________________ EXISTING TREES TOTAL KEPT REMOVED REQ. MITIGATION WW Appendix F Trees · Heritage · 19"-Under 24" · 8" to 18.9" All Other Trees · 19" & greater · 8" to 18.9" --" --" --" --" --" --" --" --" --" --" --" --" --" --" --" --" (300%) --" (100%) --" (50%) --" (50%) --" (25%) --" of Mitigation TOTAL: _______________________________________________________________________________ REPLACEMENT TREES Required caliper inches replaced = Number & Size of replacement tree total: N/A · --" by proposed trees ·· -- trees @ --"caliper = Total Provided = -- --" ________________________________________________________________________________ ISLANDS, MEDIANS, OR PENINSULAS · Street Yard (90sf per 12 stalls, 56 stalls) · Non Street Yard (60sf per 12 stalls, -- stalls) REQUIRED PROVIDED 420sf --sf 1,282sf --sf _________________________________________________________________________________ BUFFERING POINTS REQUIRED: 641 PROVIDED: 675 QTY PREFERRED PTS. OTHER PTS. PROVIDED Small Trees Larger Trees SIZE 1-1.5"cal --- 2-2.5"cal --- 3-3.5"cal --- 1-1.5"cal --- 2-2.5"cal --- 3-3.5"cal --- --- 1gal 178 5gal --- Medium Shrubs 1gal 22 5gal 1gal 150 --- 5gal Large Shrubs Small Shrubs 3 ea. 6 ea. 9 ea. 3 ea. 6 ea. 9 ea. 1 ea. 3 ea. 1 ea. 3 ea. .5 ea. 2 ea. --- pts 1 ea. --- pts 2 ea. 3 ea. --- pts 1 ea. --- pts --- pts 2 ea. --- pts 3 ea. 1/3 ea. --- pts 1 ea. 534 pts 1/3 ea. --- pts 1 ea. 66 pts 1/6 ea. 75 pts 2/3 ea. --- pts Decorative Wall (3' min height) Berm (3' min. @ no greater than 4:1 slope --lf X 3= --lf X 1= --- pts --- pts NOTES · Supplemental irrigation is required for newly planted, required landscape plants per LDC 25-8-1008, ECM 2.4.6, and ECM appendix O. For parking-lot islands, medians, peninsulas, and similar landscape areas that are to receive parking-lot stormwater runoff, finished elevation must be at least six (6) inches below the finished curb elevation to allow for placement of six (6) inches of topsoil [ECM 1.4.7]. If establishing vegetation during any stage of a drought, Section 6-4-30 may require a variance. Contact Austin Water Conservation staff at waterusecompvar@austintexas.gov or call (512) 974-2199. All landscaped areas are to be protected by 6 inch wheel curbs, wheelstops or other approved barriers as per ECM 2.4.7. [LDC 25-2-1004(A), ECM 2.4.7(A)] The Owner will continuously maintain the required landscaping in accordance with LDC Section 25-2-984. The irrigation will comply with City Code Chapter 6-4, Article 2, Division 2 regarding the City’s water conservation restrictions. This project meets the requirements of Chapter 25-2 Article 9 of the Land Development Code. Sprinklers are prohibited within 15 feet of transmission poles. Shrubbery shall not obstruct access to the base of the transmission structures. Climbing vegetation on electric facilities is prohibited. Compost and mulch are prohibited above the concrete foundation of the transmission poles. Provide mulch tree ring for all trees outside of beds. Install per detail #1 on specifications sheet. Provide bubbler. Mulch is in addition to quantities listed. Contractor is responsible for verifying all plant and material quantities. Irrigation sleeves shall be run to all landscaped areas prior to concrete pour. Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. Drip irrigation in all beds, & spray irrigation in all lawn areas. · · · · · · · · · · · · · · e t a D n o i t p i r c s e D v e R TREE LIST N/A, No surveyed trees on site TREE SUMMARY Surveyed: Total Appendix F tree inches surveyed; 0 Heritage tree inches surveyed; 0 Non-Appendix F tree inches surveyed; 0 Invasive tree inches surveyed; 0 Removed: Total Appendix F inches removed; 0 Heritage Tree inches removed; 0 Total Non-Appendix F inches removed; 0 Invasive inches removed; 0 Total Dead, Diseased, or Imminent Hazard (DDI) inches removed; 0 DDI Appendix F inches removed; 0 DDI Heritage tree inches removed; 0 DDI Non-Appendix F inches removed; 0 DDI Invasive inches removed; 0 Mitigation: Total mitigation replacement inches planted; 0 Total replacement inches planted on site (private trees); 0 Total replacement ROW inches planted; 0 Private inches owed to Urban Forest Replenishment Fund (UFRF); 0 Public inches owed to UFRF; 0 Total non-mitigation inches planted on site; 0 Consultant Seal Company Name and Address l d v B e t i h W n e B E 8 2 0 2 1 4 7 8 7 X T n i t s u A 3 7 8 7 - 0 4 2 # m o c . A L r i a B @ o f n l i r i a B l . S m a i l l i W m o c . A L r i a B w w w . l REFERENCE NOTES SCHEDULE CODE DESCRIPTION 1A 1B 2 3 Lawn, Bermuda "Tif 419" Sod. Provide spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Pre emergent weed treatment recommended. Lawn, Bermuda "Blackjack" Hydromulch. Include Perennial Ryegrass if planted in cool season. Tackifier additive for hydromulch. Spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Temporary irrigation until established if outside of property line. Pre emergent weed treatment recommended. Steel edge, 3/16" x 4" landscape edging as manufactured by Ryerson, or equal, dark green and furnished with steel stakes. Install edging in smooth curves free of kinks. Final height of edging to be 1" above height of soil mat of sod. Mulch, Native Hardwood. 3" deep with drip irrigation. Ensure that drip line is placed above rootballs. PLANT SCHEDULE SYMBOL CODE COMMON NAME BOTANICAL NAME CONT CAL SIZE QTY TREES bc1.5 Bald Cypress Taxodium distichum bo1.5 Burr Oak Quercus macrocarpa lo1.5 Live Oak Quercus virginiana mo1.5 Monterey Oak Quercus polymorpha `Monterey` ms1.5 Mexican Sycamore Platanus mexicana SMALL TREE dw1.5 Desert Willow Chilopsis linearis mr1.5 Mexican Redbud Cercis canadensis mexicana yh1.5 Yaupon Holly Ilex vomitoria - - - - - - - - 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 1.5"Cal 6` H min 6 8 3 4 25 10 3 3 SYMBOL CODE COMMON NAME BOTANICAL NAME CONT SIZE QTY SHRUBS a d dw k r s so t a d dw k r s so t GROUND COVERS Powis Castle Artemisia Artemisia x `Powis Castle` Dwarf Palmetto Sabal minor Dwarf Southern Wax Myrtle Myrica pusilla Knock Out Rose Rosa acicularis `Knock Out` Red Yucca Hesperaloe parviflora Pink Salvia Greggii Salvia greggii `Pink` Sotol Dasylirion texanum 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal Texas Sage 'Silverado' Leucophyllum frutescens `Silverado` 5 gal 15 5 82 14 40 7 13 80 NORTH 0 20 40 60 feet SCALE: 1" = 20' lm Lilyturf Liriope muscari 1 gal 18" o.c. 150 CASE #: IR CTTE SA HI C R X A E A EP L B T A 1 C . S S F 4 D 2 O 7 M N A A L E LI D L T I W RE STA STE I REG William S. Blair July 3, 2025 Project Name and Address 2 # n o i t a t S s a G A B A I e v i r D s a x e T f o t i r i p S 1 0 8 2 s a x e T , n i t s u A Sheet Title n a l P e p a c s d n a L Design By: Will Blair Checked By: xxxx Issue Date: 07/03/2025 Project Number: 25043-LP 26 l l i w LANDSCAPE PLANTING SPECIFICATIONS A. Guarantee - All labor, materials and plants will be guaranteed for a period of twelve (12) months after the final acceptance of work by Owner. All plants that have died or are unhealthy shall be replaced no later than 30 days from the anniversary date of the final acceptance. This guarantee does not apply to plant material that dies due to abnormal freezes, hail, abnormal high winds, or other acts of God, vandalism or lack of normal maintenance and watering. This guarantee does not apply to annual plantings. B. Contractor is to verify all site dimensions and layout prior to the commencement of landscape construction. Any discrepancies between the drawings and the actual site conditions shall be brought to the attention of the owner’s representative immediately. C. Contractor is responsible for verification of the location of all underground utilities, repair to said utilities as a result of the work of the contractor shall be the responsibility of the contractor. Refer to the drawing for any additional information. D. Contractor is responsible for maintaining positive drainage in all shrub and turf planting areas. E. Tree pits are to be the same depth as the root ball and 24” wider. Prior to planting the pit should be filled with water to check for good drainage. If water does not drain the Contractor should check with the Landscape Architect to relocate the tree. F. Trees should be positioned in the center of the tree pits, back filled with soil that was excavated from the pit until the surface is level with the surrounding area and the crown of the plant is at the finished grade. Build a water basin around the tree (36” dia.). Water until planting pit is soaked and soil has settled. Add soil necessary to bring soil level flush with surrounding ground. Fill the basin with three (3) inches of compost. G. All plant material shall conform to the standards of the latest edition of “American Standard for Nursery Stock” by The American Association of Nurserymen and “Grades and Standards” by The Texas Association of Nurserymen. A plant shall be dimensioned as sit stands in its natural position. All plants shall be at least the minimum size indicated. Larger stock is acceptable at no additional cost, and providing that the larger plants will not be cut back to size indicated. It is the landscape contractor’s responsibility to provide plants free of disease or pests. Space specified quantity of plant materials to evenly fill designated areas, adjusting spacing indicated on the drawings as required. Landscape architect or owner to have final approval of locations of all trees, shrubs and groundcover beds. H. I. J. Contractor is responsible for removing all clods, rocks, concrete, trash and any other debris from beds prior to adding soil ix or plant material. K. All planting beds shall have six (6) inches of "Growers Mix" soil (40% compost, 40% loam, 10% sand) tilled into existing soil in all areas of the bed. A three (3) inch layer of shredded organic hardwood bark mulch shall be applied to all beds after planting is completed. Four (4) inch pots and ground cover may be planted through the mulch. Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. L. Contractor is responsible for removal of trash and repair of hazardous conditions (tools, open holes, et.) on a daily basis by the end of the work day. M. Water all plantings in bed areas thoroughly on a daily basis until final acceptance. N. To prepare turf areas treat them with a selective herbicide two weeks prior to O. sodding or seeding. Then rake area to remove stones, sticks and other debris. Soil depth to be 6" for all turf areas. Rake area to a finish grade (1” below walks and curbs). Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. If sodding is to take place the sod should be gathered and planted within a 48 hour period. Lay the sod to form a solid mass with tight fitting joints. Butt ends and sides of sod and offset joints in adjacent courses. Roll sod to ensure good contact with soil. If planting on a slope be sure to lay courses parallel to the contours and secure sod with pins if necessary. Site preparation and maintenance will be the same for hydromulching. P. Water sod daily so as to not allow turf blades to wilt. If necessary water twice per day. LANDSCAPE MAINTENANCE REQUIREMENTS The owner shall be responsible for: A. Regular maintenance of all required landscape areas and plant materials in a vigorous and healthy condition, free from diseases, pests, weeds, and litter. This maintenance shall include weeding, watering, fertilization, pruning, mowing, edging, mulching or other needed maintenance, in accordance with generally accepted horticultural practice. B. The repair or replacement of required landscape structures (walls, fences, etc.) to a structurally sound condition. C. The regular maintenance, repair, or replacement, where necessary, of any required screening or buffering. D. All open space areas that are to be preserved as natural plant communities shall be trimmed, at least once a year, of all exotic vegetation, lawn grasses, trash, or other debris. Natural area should be mulched, pruned and otherwise maintained so that plants are vigorous. IRRIGATION NOTES (EMC APPENDIX O) Automatic irrigation systems shall comply with TCEQ Chapter 344, as well as the following requirements: 1.These requirements shall be noted on the Site Development Permit and shall be implemented as part of the landscape inspection: A.the system must provide a moisture level adequate to sustain growth of the plant materials; B.the system does not include spray irrigation on areas less than ten (10) feet wide (such as medians, buffer strips, and parking lot islands); C.circuit remote control valves have adjustable flow controls; D.serviceable in-head check valves area adjacent to paved areas where elevation differences may cause low head drainage; E.a master valve installed on the discharge side of the backflow preventer; Fabove-ground irrigation emission devices are set back at least six (6) inches from impervious surfaces; G.an automatic rain shut-off device shuts off the irrigation system automatically after more than a one-half inch (½") rainfall; and H.newly planted trees shall have permanent irrigation consisting of drip or bubblers. 2.The irrigation installer shall develop and provide an as-built design plan to the City at the time the final irrigation inspection is performed; A.unless fiscal security is provided to the City for the installation of the system, it must be operational at the time of the final landscape inspection. 3.The irrigation installer shall also provide exhibits to be permanently installed inside or attached to the irrigation controller, including: A.a laminated copy of the water budget containing zone numbers, precipitation rate, and gallons per minute; and a zone map with the isolation valve location. 4.The irrigation installer shall provide a report to the City on a form provided by Austin Water certifying compliance with Subsection 1. When the final plumbing inspection is performed by the City. TREE PROTECTION FENCE - CHAIN LINK NO SCALE NOTE: LIMITS OF WOOD CHIP MULCH AREA AND DISTANCE FROM TRUNK TO WORK AREA SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER. TREE PROTECTION FENCE. (20'-0'' FOR 20'' DIA. TREE) BUILDING X X X X XX X X X X X X WOOD CHIP MULCH AREA. (4"-6" DEPTH) CRZ TREE PROTECTION FENCE AT CRZ. DRIPLINE RADIUSCRZ (20'-0'' FOR 20'' DIA. TREE) GROUP OF TREES FENCING AT CRZ. (TYP.) X X X X X X NOTE: X X X LIMITS OF MULCH AREAS AND DISTANCE FROM TRUNKS TO WORK/ PERMEABLE PAVING AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER. g w d . n i t s u a , r e t n e c l i a t e r i a b a \ n i t s u a , r e t n e c l i a t e r i a b a \ d a w a d e , a z r i m , e c s p _ n i t s u a , r e t n e c l i a t e r i j a b a \ s t c e o r p \ x o b p o r d l a b \ l l i w \ s r e s u \ : c M A 1 5 : 1 1 5 2 0 2 / 3 / 7 r i a b l l l i w TREE PROTECTION FENCE LOCATIONS NO SCALE LINEAR CONSTRUCTION THROUGH TREES NATURAL AREAS Q. Apply slow release fertilizer 15-15-15 or equal at a rate of 2 lbs. per 100 s.f. to all turf BOARDS or planted areas. R. Contractor shall keep all construction areas and public streets free from accumulation of waste material. Upon completion of construction and prior to final approval contractor shall thoroughly clean the site of all trash, spilled soil, and litter, etc. that has resulted from landscape construction operations. Repair all damage to finish grade including tailings from excavations, wheel ruts, etc. caused from construction. All debris, trash and excess materials and equipment shall be removed from the site prior to final acceptance. S. Remove all tags, ribbons and wires from all newly installed plant material. X X X X X X X X CRZ BOARDS X X LIMIT OF CONSTRUCTION LINE AS SHOWN ON PLAN. TEMPORARY ACCESS ROAD, EXISTING ROADWAY OR EASEMENT, AS APPROVED. WOOD CHIP MULCH AREA. (4"-6" DEPTH) CHAIN LINK FENCE. ) ' ' 0 - ' 5 ( INDIVIDUAL TREE CRITICAL ROOT ZONE (CRZ) RADIUS (1 FT. PER INCH OF TRUNK DIAMETER) X X X X X X X FENCING AT CRZ. Contractors: email info@blairla.com with RFIs, submittals, & inspection scheduling Schedule inspections at least 2 weeks in advance (10'-0'') MAXIMUM DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER LIMITS OF VARIES CRITICAL ROOT ZONE RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER WOOD CHIP MULCH. (6'' DEPTH) X X X X X X X X X X X CRZ X X X X X X *AS NEEDED TO PROVIDE NECESSARY WORK SPACE. IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK. ADD BOARDS STRAPPED TO TRUNK WHEN FENCE X X X WILL BE LESS THAN 5' FROM TRUNK. PERMEABLE PAVING AREA. CURB FENCE LOCATION DURING PERMEABLE PAVING INSTALLATION. CASE #: TREES NEAR CONSTRUCTION ACTIVITY NECESSARY WORK AREA (WOOD CHIP MULCH) (4" TO 6" DEPTH) TREES IN PAVING AREA FENCE AT CRZ PRIOR TO CLEARING, GRADING AND PAVING. DO NOT PRUNE TERMINAL LEADER REMOVE DEAD OR BROKEN BRANCHES ONLY REMOVE NURSERY APPLIED TREE WRAP, TAPE, OR STRING FROM TREE TRUNK AND CROWN. REMOVE ANY TAGS OR LABELS e t a D n o i t p i r c s e D v e R REMOVE SUCKERS Consultant Seal ORGANIC MULCH 3" DEEP LEAVING 6" DIAMETER CIRCLE OF BARE SOIL AROUND TRUNK OF TREE IDENTIFY TRUNK FLARE AND SET ROOT BALL LEVEL TO GRADE OR SLIGHTLY ABOVE GRADE (1/2") CENTER ROOTBALL IN PLANTING HOLE. LEAVE BOTTOM OF PLANTING HOLE FIRM. DO NOT AMEND SOIL UNLESS PLANTING IN POOR OR SEVERLY DISTURBED SOIL OR BUILDING RUBBLE. USE WATER TO SETTLE SOIL AND REMOVE AIR POCKETS, AND FIRMLY SET TREE. GENTLY TAMP IF NEEDED BREAK UP (SCARIFY) SIDES OF PLANTING HOLE REMOVE NURSERY MATERIAL SURROUNDING ROOTBALL PRUNE GIRDLING ROOTS Company Name and Address l d v B e t i h W n e B E 8 2 0 2 1 4 7 8 7 X T n i t s u A 3 7 8 7 - 0 4 2 # m o c . A L r i a B @ o f n l i r i a B l . S m a i l l i W m o c . A L r i a B w w w . l * SEE ANSI A300 (PART1) FOR ADDITIONAL INFORMATION REGARDING PRUNING STANDARDS * SEE ANSI 260.1 FOR NURSERY STOCK STANDARDS * STAKING MAY BE USED AT THE DISCRETION OF THE APPLICANT. POST AND TIES ARE TO BE ESTABLISHED WITHOUT HARMING THE TREE (E.G. NON-BINDING STRAPS, POSTS ESTABLISHED OUTSIDE OF ROOTBALL) BUT ENSURE THAT ALL STAKING MATERIAL IS REMOVED AFTER ONE YEAR I = T H G E H E L O H F O T H G E H I L L A B T O O R 1 EXISTING SUBSTRATE HOLE WIDTH = 3 X WIDTH OF ROOTBALL TREE PLANTING DETAIL (Figure 3-14) City of Austin WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. " 2 + L L A B T O O R N O L L A G 5 T A " 4 1 N O L L A G 1 T A " 8 N O L L A G 5 1 T A " 0 2 3 X ROOTBALL 18" AT 1 GALLON 33" AT 5 GALLON 48" AT 15 GALLON 2 SHRUB PLANTING 1" = 1'-0" SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. 3" DEEP ORGANIC MULCH AT WATER WELL. FINISHED GRADE. PLANT TABLETS AS NOTED OR SPECIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. IR CTTE SA HI C R X A E A EP L B T A 1 C . S S F 4 D 2 O 7 M N A A L E LI D L T I W RE STA STE I REG William S. Blair July 3, 2025 Project Name and Address 2 # n o i t a t S s a G A B A I e v i r D s a x e T f o t i r i p S 1 0 8 2 s a x e T , n i t s u A Sheet Title & e p a c s d n a L n o i t a g i r r I s n o i t a c i f i c e p S Design By: Will Blair Checked By: xxxx Issue Date: 07/03/2025 Project Number: 25043-LP 27 City of Austin Aviation Department Austin-Bergstrom International Airport 2716 Spirit of Texas Drive Austin, Texas 78719 512/530-5540 Fax: 512/530-6630 November 06, 2025 To Whom It May Concern: Please accept this memo as confirmation that the City of Austin Department of Aviation (DoA) staff have reviewed and have no additional comments or objections to the 100% set of plans referencing project–F4024.02_ABIA RETAIL_GAS STATION #2. These plans were prepared by Mirza Tahir Baig, P.E and can now be submitted for site plan review. If you have any questions, please do not hesitate to contact me. Regards, Torrey Henson,CCM he|him|his Planning and Development Project Manager Austin-Bergstrom International Airport 512-530-5540 FlyAustin.com Site Plan Completeness Check Certification The formal application must be filed within 45 calendar days of the approved Completeness Check (2/26/2026), or the application will expire, and a new completeness check application must be filed. Completeness Check Results: Complete Tracking #: 13625031 Project Name: AUS Tenant - ABIA Retail Center Case #: SP-2023.1000C.010.CC Orig. Submittal Date: 12/08/2025 Current Results to Applicant: Monday , January 12, 2026 Resubmittal Date: Revision #: 00 45-Day Expiration Date for Formal Submittal: Watershed: Onion Creek Assigned Reviewer: AE Energy Review Brystin Herbeck Drainage Engineering Review Mike Mcdougal Fire For Site Plan Review Flood Plain Review Industrial Waste Review Scott Grantham Regional Stormwater Management Review Meg Greenfield Juan Beltran Brian Hoang Traffic Control Review Bradley Barron Drainage Engineering Review AW-Pipeline Engineering Case Manager: Meg Greenfield Formal Review: Electric Review Addressing Review Drainage Engineering Review City Arborist Review Environmental Review Fire For Site Plan Review Flood Plain Review Industrial Waste Review PARD / Planning & Design Review Planner 1 Review Regional Stormwater Management Review Site Plan Review Site Plan Plumbing ATPW Utility Coordination Review Traffic Control Review AW Utility Development Services Water Quality Review AW Pipeline Engineering Wildland Urban Interface Review AW OWB Review Comments: 01/12/2026 CC Flood Plain Review – Natalie Keuss (512) 954-1541 - natalie.keuss@austintexas.gov General notes: This site contains a critical water quality zone denoting a creek with greater than 64 acres of contributing drainage area. Floodplain determination is required but it can come from the airport’s SWMM model. The floodplain is required to be shown on the plans. Easement dedication to contain the floodplain is not required on airport property. FP1 – Current Status: Cleared  U1: Comment cleared. Atlas-14 will be used.  U0: As of 11/25/2019, the City of Austin regulates to Atlas 14 floodplains. Applicant is required to use the 500-year floodplain as a stand-in for the 100-year or calculate the location of the 100-year floodplain utilizing Atlas 14 rain fall amounts (as outlined in Rule R161-20.01). Floodplain review comments are based on rules in effect on Initial Submittal date. (ordinance number 20191114-064). Please clarify which storm event was used to delineate the 100-year floodplain on site. Reference: ordinance number 20191114-064 FP2 – Current Status: Cleared  U2: Comment cleared. At formal review, please provide a floodplain analysis for the proposed culverts to compare to the existing conditions floodplain. Provide a summary table for review that compares existing water surface elevations and proposed water surface elevations in the channel. Additionally, the applicant also attached an exhibit to the comment response from the floodplain analysis for the cell phone waiting lot. Why was this provided and why is the inundation boundary significantly larger than what is shown on the grading sheet? This map shows almost the entire lot within the floodplain. Provide sufficient information at formal review to prove the floodplain boundary matches what is on the plans and not on the cell phone lot exhibit. See orange circled area on screenshot below.  U1: Comment stands. The downstream impact analysis included in pages 68-83 of the engineers report appears to be for the development of a different site (cell phone waiting lot at Presidential Blvd and Spirit of Austin Ln). This site is located at Spirit of Texas Drive and Hotel Drive. Provide clarity or use the approved airport SWMM Atlas-14 model to delineate the floodplain on-site.  U0: It appears that the creek on or adjacent to your site has more than 64 acres of contributory drainage area. Per LDC 25-7-33, LDC 30-4-33, and DCM 1.2.6, applicant must determine location of floodplains on property or prove that creek has less than 64 acres of contributory drainage area. Reference: LDC 25-7-33, LDC 30-4-33, and DCM 1.2.6, FP4 – Current Status: Cleared  U2: Comment cleared. Applicant attached the grading plan sheet to the comment response that now includes a floodplain delineation. Please ensure this sheet is added to the full set at U0.  U1: Comment stands. The floodplain was not added to the plan sheets with the update. You are required to show the floodplain on the plan sheets to get through completeness check.  U0: Delineate the COA regulatory floodplains per LDC 25-7-33/LDC 30-4-33. Reference: LDC 25-7-33/LDC 30-4-33 FYI – Current Status: Informational  U0: The following will be needed prior to approval of the plan and will be requested if not provided at formal submittal: o Confirmation statement that the best available data was used to delineate the COA floodplain (DCM 1.2.6) o Signed and sealed statement certifying the accuracy of the models for the site (DCM 1.2.6) o Digital copy of the floodplain model and all associated backup data within a signed & sealed report (LDC 25-7-33 & 61/LDC 30-4-33 & 61; DCM 1.2.6) Reference: LDC 25-7-33 & 61/LDC 30-4-33 & 61; DCM 1.2.6)