B-19 C8-2020-0033.1A - Saddle Ridge at Wildhorse Ranch Section 1.pdf — original pdf

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SUBDIVISION REVIEW SHEET CASE NO.: C8-2020-0033.1A COMMISSION DATE: May 10, 2022 SUBDIVISION NAME: Saddle Ridge at Wildhorse Ranch Section 1 AGENT: Kimley-Horn and Associates (Kevin Burks, PE) ADDRESS: 10621 Blue Bluff Road APPLICANT: Heart of Manor, LP ZONING: PUD AREA: 63.72 acres COUNTY: Travis VARIANCE: N/A DEPARTMENT COMMENTS: NEIGHBORHOOD PLAN: Wildhorse PUD LOTS: 167 DISTRICT: 1 WATERSHED: Gilleland Creek JURISDICTION: Full Purpose SIDEWALKS: Sidewalks will be constructed along all interior streets and the subdivision side of Blue Bluff Road. The request is for the approval of Saddle Ridge at Wildhorse Ranch Section 1, a final plat out of an approved preliminary plan. This plat proposes 158 single-family lots; 1 water quality, greenbelt, drainage and waste water lot; and 8 landscape lot on 63.72 acres. The plat does not comply with the criteria for approval in LDC 25-4-84(B) and staff recommends disapproval for the reasons listed in the attached comment report. An application that has been disapproved with reasons may be updated to address those reasons until the application expires. If the applicant submits an update to address the reasons for disapproval, that update will be presented to the Land Use Commission within fifteen days of submittal. STAFF RECOMMENDATION: Staff recommends approval of the plat, subject to the conditions listed in the comment report dated May 5, 2022, and attached as Exhibit C. CASE MANAGER: Jennifer Bennett PHONE: 512-974-9002 E-mail: jennifer.bennett@austintexas.gov ATTACHMENTS Exhibit A: Vicinity map Exhibit B: Proposed plat Exhibit C: Comment report dated March 5, 2022 1 of 10B-19U S R O U T E 2 9 0 BLUE BLUFF ROAD T E X A S S T A T E H I G H W A Y 1 3 0 LOCATION MAP SCALE: 1" = 2,000' BLUE BLUFF AT WILDHORSE RANCH AUSTIN, TEXAS OCTOBER 2019 10814 Jollyville Road Campus IV, Suite 300 Austin, Texas 78759 737-471-0157 State of Texas Registration No. F-928 NOTE: THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT WITH THE CITY, ETC. 2 of 10B-19NORTH SITE LOCATION MAP NOT TO SCALE LEGEND 5/8" IRON ROD FOUND 1/2" IRON ROD W/ "KHA" CAP SET 1/2" IRON ROD FOUND W/ CAP 60d NAIL FOUND 5/8" IRF IRSC IRFC 60d O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS T.C.P.R. TRAVIS COUNTY PLAT RECORDS P.O.B. T.B.M. POINT OF BEGINNING BENCH MARK W.W.E. WASTEWATER EASEMENT SIDEWALK L.L. LANDSCAPE LOT S 0 5 ° 3 3 ' 4 1 " W ~ 2 2 8 . 4 5 ' S 0 2 ° 4 8 ' 1 4 " W ~ 1 4 9 . 6 7 ' S 0 1 8 ° 4 5 . 8 2 ' 3 2 ' 8 " E ' 3 8 . 0 5 1 ~ W " 4 2 2 1 ° 7 1 S ' 100' GRAPHIC SCALE IN FEET 50' 100' 0 200' 1" = 100' @ 18"X24" SADDLE RIDGE AT WILDHORSE RANCH SECTION 1 FINAL PLAT NORTH 1 1 8 0 5 3 2 . 1 3 6 I R O N R O D F O U N D 1 / 2 5.43' 117.72' 5 3 6 5 2 6 . 7 6 9 I R O N R O D F O U N D 1 / 2 N 4 N 0 ° 2 3 ' 4 3 8 ° " 2 E 9 4 . 5 6 ' 3 ' 3 8 " E ~ 2 0 4 . 7 0 ' 8 1 . 6 6 ' 3 L 1 0 1 6 2 5 4 1 . 0 0 8 I R O N R O D F O U N D 1 / 2 LOT 25 0.053 AC BLK M L.L. 2 8 C 2 ' 4 L 3 . 9 O 5 " E S 0 . 2 1 8 7 ° 0 4 ' T 2 3 I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P C A P I T A L 5 3 5 5 2 1 . 4 9 6 1 1 1 3 A L 3 5 C 0 . 5 0 1 . O 1 . 0 1 T 5 2 ' 1 9 9 ' ' 4 3 " E 3 2 . 7 A 4 8 C ' 8.44' 3 . 6 1' 3 4 L 31.64' C4 7.8 7 ' 3 R50' CALLED 142.196 ACRES SCHRYVER ANNE BLOOR ETAL VOL. 12870, PG. 1684 OPRTCT 69.51' BLK M 62.58' S62°34'24"E ~ 702.87' S 3 ° L 0 . 1 O 1 0 8 7 T . 9 L 1 4 S 0 3 5 9 8 ° O . 2 7 ' . 5 0 T 7 8 2 2 ' A C 0 1 2 9 8 0 5 " ' E S 2 ° 2 1 ' 0 7 " W L O 0 . ' 0 A 2 1 7 2 C T 3 " ' E 0 . 3 2 S 2 1 ° 1 2 3 A 2 3 1 . 5 6 ' 5 L ' 1 7 . 3 4 7' 50.9 N 1 7 ° 1 3 3 5 ' 4 9 . 5 3 7 ' " W 8 8 . 0 1 ' L O 0 . 1 T 6 2 1 A 9 ' E " 4 5 9 0 ° 3 2 N ' 0 4 . 6 3 1 5 .0 0' L 4 2 3 . 5 4' 7 7 . 0 9' 1 L 5 0 . 0 0 ' C3 5' 8 . 5 2 2 5 ' 5 0 ' 2 5 ' 2 . 0 3 4' 7 . 0 7 0' 0 .0 5 .0 4 0' N17°38'01"W 125.00' C 5 . 1 9 ' 9 . 2 0 4'8 '38. 0 4 ' N 1 1 1 C 7 L ° 9 . 3 2 O 0 . 8 5 ' ' 1 T 0 0 9 1 1 " S 5 ° 5 0 7 9 . ' 3 2 1 0 ' " 3 4 L N L 1 1 0 A 8 W O 7 0 C N 0 . 1 ° . 3 3 1 T 1 2 0 L 7 ° 3 . O 3 3 A 7 5 ' ' 0 1 4 8 6 ' 0 ' C 7 9 " W 0 . N 1 1 T 1 2 1 1 " 7 5 1 L ° 5 . 6 W O 3 0 A 0 . 8 0 C ' 0 ' 1 T 1 1 2 5 1 1 " 5 . A 0 5 W N 1 7 0 C ' ° 3 8 ' 0 5 2 0' 0 . 0 0' 0 . 0 4 5 . 0 4 0' 7 " E 4 0 . 0 0' 0 .0 4 0' N 4 4'1 2 ° 2 7 0' 0 . 0 0 . 0 L 4 B 0' K M 2 7 . 5 W 5' 7 " E 5' 4'1 7 . 5 N 2 ° 3 0 ' 1 3 " E ~ 5 . 0 4 0' 7 N 2 ° 2 6 S 1 7 ° 9 3 . 0 1 ' L 4 2 S L 0 1 3 1 0 O . 7 . 7 1 T 8 ° 0 1 3 L 0 8 5 ' 1 1 0 ' 0 A 8 ' 0 1 " E 1 - " W ~ 5 5 S 0 O 1 C " E 1 . 7 ° 9 0 T 0 . 8 6 ' 1 3 4 1 1 8 A 2 ' 0 C 1 " E 2.3 4 ' L 0 . 2 O 0 . 9 ' 1 T 1 2 8 2 6 1 . 1 5 . 0 A 3 2 ' C 0 ' 3 3 . 7 3' R C 5 7 0 ' LOT 14 0.029 AC BLK M L.L. REMAINDER OF A CALLED 100.00 ACRES TEXAS WH200, LP INST. NO. 2010177691 OPRTCT 5 4 L L 4 4 APPROXIMATE SURVEY LINE SILVER CLOUD COVE (50' R.O.W.) JAMES MANOR SURVEY NO. 40, ABSTRACT NO. 546 JAMES MANOR SURVEY NO. 39, ABSTRACT NO. 528 30' W.W.E. DOC# 2006222458 OPRTC VARIABLE WIDTH DRAINAGE EASEMENT (24.973 ACRE) LOT 1 BLOCK E WATER QUALITY, PRIVATE RECREATIONAL PARKS AND TRAILS, & DRAINAGE ESMT 34.41 AC S32°03'50"W 15.01' RING EYE COVE (50' R.O.W.) 0' 1 . 8 5 .0 2 1' 4 ' 2 9 . 0 1 C6 6 L 1' 6 . 8 5 2 0 . 0 2 5 5 ' 0 ' 2 5 ' C 8 1' 10.85' L7 5.00' 0 ' 6 . 8 2 1' 1 . 8 2 0 ' 4 7 . 5 S84°59'50"E 9.08' N 1 9 ° 1 0 ' 3 8 " ' 7 0 . 4 4 S 1 7 ° W ~ 1 8 L 1 3 O 4 0 . 8 . 5 1 T 2 5 ' 4 3 " 3 1 E 5 ' 3 . 3 5 ' N 1 1 1 A 0 7 7 C L ° . 3 5 I R O N R O D F O U N D 1 / 2 C A P I T A L C A P 5 8 3 5 2 4 . 1 4 8 C92 LOT 7 0.040 AC BLK M L.L. ( V A B R I L N 1 1 0 . O 5 8 ' ' 97.57' 0 1 7 1 1 T 4 9 8 . 9 3 " L ° 3 2 A W O . 1 5 1 ' ' C 1 T 4 1 3 9 6 . 1 A 8 3 " W 4 C ' L B K M 5 . 4 4 7 ' 0 . 5 4 2 ' 5 0 5 5 1 5 . 5 2 8 I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P C A P I T A L 5 3 . 8 5 ' 5 . 7 5 3 ' 0 . 4 0 8 4 S 2 ' ° 4 4 2 " W 9 ' 1 ' 0 3 . 4 L 4 1 0 4 L S 0 ° 0 S 0 L 1 2 . 0 1 ° O 3 . 6 ' 1 N 0 T 3 4 ° 0 L 1 1 . 1 O 2 . 0 0 6 6 ' " 7 ' 1 A 5 E 3 5 T 1 2 A 6 4 8 ' 4 C " E 7 4 . 5 1 ' 0 1 ' 5 4 " W N 0 1 ° 0 5 C . 1 9 ' 1 5 2 . 5 1 ' 6 . 7 8 ' 0 7 " - 1 7 ' W ~ 2 . 9 0 ' A U B L E E B W L I D U T F 7.0 5' 2 4 1 . 4 2 ' R 5 0 ' C 9 L 8 1 9 . 6 7 ' 5 0 . 0 2 5 ' 5 0 ' 2 5 ' 5 ' 1 7 . 4 2 ' C11 2 4 6 . 8 7 ' 5 3 . 7 0 ' C 1 0 1' 6 6. 5 H F R R . O . D W . ) I R O N R O D F O U N D 1 / 2 C A P I T A L C A P 5 8 1 5 2 9 . 8 0 0 THUNDER COB COVE (50' R.O.W.) S88°33'33"E 15.03' N 1 4 ° 5 S 1 2 2 ' 1 ° 4 7 " 2 ' 2 W ~ 1 " 1 E 8 0 L . 2 O 8 8 T A 4 C ~ 2 9 . 3 1 ' 0 6 . 2 6 ' 24.41' 4 1 . 1 5 ' 6.77' 10.65' I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P 5 0 4 5 1 8 . 2 6 1 44.31' N 0 1 5 0 L ° N 0 . 1 1 O 6 0 4 . ° 5 ' 7 3 0 3 9 . T 1 9 ' 6 ' 1 A 3 7 0 4 ' C 4 " W ' 4 1 L 0 . . 2 O 0 4 T 7 7 1 " A 2 W C C12 I R O N R O D F O U N D 1 / 2 C A P I T A L C A P 5 7 9 5 1 3 . 1 4 6 LOT 1 0.082 AC BLK M LANDSCAPE 9 0 . 0 3 ' B L K M 4 0 . 0 1 ' N 8 8 ° 3 3 ' 3 3 " W ~ 2 0 0 . 8 4 ' L 3 9 7 3 L L 3 6 8 3 L L35 2 5 ' 5 0 ' C 1 3 C16 BOJACK PASS (50' R.O.W.) C29 3 9 . 4 3 ' 3 9 . 4 3 ' 2 5 ' 3 9 . 4 3 ' 3 9 . 4 3 ' 39.43' C 1 7 S 8 4 ° 2 4 ' 0 5 " E 4 8 . 1 4 ' 1 5 . 6 5 ' C28 ' 8 8 . 8 3 2 7 0 . 8 0 ' 17.54' ' W " 8 2 0 1 ° 7 1 S ' 3 9 0 9 . ' 2 2 5 . 7.19' - 50.02' L9 4 2. 0 0 ' 7.19' 3.66' ' 2 4 . 1 1 5 ' ~ E " 7 4 2 2 ° 5 1 N SPANISH JEN NET W AY S T R A W B E R R Y R O A N D RIV E D R F F U L B E U L B ) . . W O R . I H T D W E L B A R A V I ( 5 0 ' 2 5 ' 2 5 ' CALLED 67.5360 ACRES POSS OLDINGS LLC DOC.#2018045426 OPRTCT LOT 14 0.039 AC BLK L L.L. N17°10'28"E 240.00' ' . 0 0 0 2 1 3 1 C A T O L 4 2 1 . 0 ' 0 0 . 0 2 1 ' W " 4 2 5 1 ° 4 1 S ' 0 0 . 0 2 1 2 1 C A T O L 4 1 1 . 0 W " 4 1 ' 1 1 ' 0 0 . C A 0 2 1 6 1 ° 2 1 S T O L 5 1 1 . 0 W " 5 0 ' ' 0 0 . 0 2 1 0 1 C A 2 0 ° 0 1 S T O L 5 1 1 . 0 W " 0 6 5 . 1 ' 1 L O T 5 7 4 ° 7 S A C 9 1 2 0 . 0 0 ' S 5 0 . ° 1 2 3 6 7 L O T 1 1 1 . 9 8 ' 8 ' 2 9 " A C W 4 0 . 0 0 ' 5 ' 2 0 ' 5 5 ' 2 G 4 0 . 0 O 0 ' L 16.82' C 3 1 6 9 . 7 4 ' 5 2 . 9 2 ' 222.52' C39 C40 C37 C38 C 3 5 C36 C 3 3 C 3 2 C 3 4 B L K L 1 6 . 9 6 ' C30 D ( Z 5 4 0 . 0 0 E 0 ' ' 9 P 4 . 7 8 ' R . H O Y ' . 0 0 0 2 1 1 T O L C A 2 3 1 . 0 ' 0 0 . 0 2 1 2 T O L E C A " 1 1 ' 3 1 1 . 0 6 3 ° 2 1 N E ' " 2 4 3 3 ° 4 1 N 3 ' 0 0 . T O L 0 2 1 E " 9 3 C A ' 3 1 1 . 0 8 3 ° 0 1 N 4 ' 0 0 . T O L 0 2 1 E C A " 8 0 ' 3 1 1 . 0 1 4 ° 8 N 0 ' . 0 0 1 1 3 . 0 2 1 A C N 6 ° 4 L O T 3 ' 3 7 " 5 E 0 1 . 1 2 1 0 2 L O T N 5 ° 1 2 3 0 5 ' 5 . 0 0 ' . 0 0 ' A C 5 6 " E 0 . 1 9 3 L O T 7 A C I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P 1 0 7 9 8 1 1 7 9 5 3 5 . 9 5 4 5 3 5 . 9 5 4 17.59' 4.29' 5 0.4 9 ' ' 2 0 . 0 5 C25 C15 C24 4 3. 2 5 ' 4 3 . 2 5 ' 4 3 . 2 5 ' 4 3 . 2 5 ' G O O D E Y E T R A I L ( 5 0 ' R . O . W . ) 3 9 . 5 5 ' 3 9 . 5 5 ' 3 9 . 5 5 ' 5 . 5 1 ' 6 0 . 9 8 ' C 2 6 1 6 . 9 6 ' 2 4 . 9 1 ' 2 5 ' 5 0 ' 2 5 ' 3 9 . 5 5 ' 2 2 . 4 8 ' L 1 0 2 2 . 4 8 ' 1 5 . 7 2 ' 1.58' . W . ) R C 2 0 W 13.22' 7 2 C A Y R 5 0 ' C 1 4 C22 1 2 C C 2 3 3 8 . 9 0 ' 2 9 . 7 9 ' 9.50' 41.46' 0 L . 1 O 6.94' 9 8 . L 7 0 . O 2 ' 1 9 1 2 T 3 1 0 ° 1 9 T N 0 A . 9 0 8 9 . 0 C 8 5 0 ' 3 ' 1 A 1 5 3 0 ' C 4 5.01' 5.43' 3 9. 5 5 ' ' 0 0 . 0 2 1 1 T O L C A 1 3 1 . 0 ' E " 9 5 3 5 ° 4 1 N C A 4 1 1 . 0 2 T O L ' 0 0 . 0 2 1 3 T O L C A E " 1 1 ' 4 1 1 . 0 7 2 ° 1 1 N 4 C A E " 8 4 T O L 4 1 1 . 0 ' 0 0 . 0 2 1 3 4 ° 9 N ' . 5 ' 0 0 T O L 0 2 1 C A E " 4 2 ' 4 1 1 . 0 0 0 ° 8 N B L K J 0 . 1 N 1 ° L O T 1 0 ' 1 1 9 2 0 A C . 0 1 " E N 5 L O T ° 2 5 ' 0 . 1 1 1 2 2 0 . 0 A C 0 ' 3 " E 7 3 0 ' 0 . 1 1 4 ' 0 0 N 6 L O T ° 1 7 ' . A C 0 2 1 6 0 0 " E 1.94' 17.15' 2 2 . 4 8 ' N 8 4 ° 2 4 ' 0 5 " W 4 7 . 7 9 ' C 4 1 4 3 . 16 ' 4 3 . 1 6 ' 4 3 .16 ' 4 3 .16 ' 4 3 . 16 ' C42 4 9.7 8 ' 79.64' 319.70' L11 LOT 16 0.067 AC BLK I L.L. 9 8 . 7 2 ' 2 " W 3 9 . 9 9 ' 2 3 . 4 1 ' 2 4 . 3 9 ' N 8 9 ° 0 0 ' 5 2 " E ~ 6 3 . 4 1 ' REMAINDER OF A CALLED 652.489 ACRES HEART OF MANOR, LP DOC.#2007037703 OPRTCT S 1 0 ° 0 7 ' 1 7 " E ~ 3 6 8 . 4 2 ' VARIABLE WIDTH DRAINAGE EASEMENT (24.973 ACRE) S 2 0 ° 1 5 0 1 . 8 ' 5 2 9 5 ' " E 6.246 ACRE W.W.E. DOC# 2003249300 OPRTC 3 3 L L 3 2 4 0 . 0 0 ' C18 R 5 0 ' L34 7 N ° 7 1 1 5 ' 1 0 . 2 L 0 7 " E 4 ' O 0 . 1 1 7 S ' 3 5 . 0 2 6 ' 8 . 6 9 1 C S 1 4 2 ° 1 0 . 8 0 2 2 4 0 9 3 4 ' . 4 6 0 ' 6 0 . . 7 8 3 6 5 ' ' 1 ' " E T 6 4 A 0 0 . 0 1 ° L 7 2 C 0 ' 5 ' 1 O 0 . 1 1 7 S 7 " W T 5 0 A 1 0 . 0 1 ° L 7 2 C 0 ' 5 ' 1 O 0 . 1 1 7 S 7 " W T 4 0 A 1 0 . 0 1 ° L 7 2 C 0 ' 5 ' 1 O 0 . 1 1 7 S 4 0 . 0 0 ' B 4 0 . L 0 K 0 ' K 7 " W T 3 0 A 1 0 . 0 1 ° L 7 2 C 0 ' 5 ' 1 O 0 . 1 7 7 S 5 ' 4 . 9 1 C 7 " W T 2 7 " W 0 A 1 5 ' 1 1 ° 0 ' 0 . 0 T 1 2 O L 7 A 0 0 . 1 0 1 1 7 7 S N 1 2 3 ° 5 3 4 . 8 6 ' 4 5 ' 8 " W 4 N 0 1 . 0 0 ' 2 ° 4 4 ' 4 3 " 4 0 W . 0 ~ 0 ' 2 C 3 . 9 1 ° 6 ' 5 ' 1 7 " W 4 N 0 . 0 4 0 ' 0 . 0 0 ' 1 1 1 4 ° 9 . 1 6 3 ' 4 0 ' 0 " W S 0 4 ° 3 9 ' 2 2 " E ~ 2 4 0 . 2 0 ' 9' 0 . 7 4 2 ~ E " 7 0'5 4 ° 9 2 N N 3 9 ° 2 5 . 6 ' 1 9 3 ' 2 " W E " 6 1'0 4 ° 5 3 N 8' 0.6 7 S E E S H E E T 2 O F 4 7 N L28 " A - A " 3 5 ° 0.9 4' 2 5'5 3" W N 0 ° 0 5 1 . 9 7 3 ' ' 1 3 " W 94.20' N44°40'37"W 7 0 ° 3 1'0 7 " E 6 9.2 9' N L 3 1 L 3 1 L 2 9 M A T C H L I N E S 8 7 ° 1 1 ' 3 6 " W ~ 2 8 3 . 0 2 ' 5 0 . 0 0 ' 3 9 . 5 3 ' L 3 0 5 0 . 0 0 ' S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 2 0 ' " E C 7.65' S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 3 0 ' " E C S 2 0 L ° . 4 1 O 8 3 ' 2 T 8 4 " A 4 E C S 2 ° 0 L . 1 O 1 2 8 4 8 0 ' 9 T . 2 4 4 A 1 9 ' " E C S 8 7 ° 1 1 ' 3 6 " W ~ 2 8 3 . 0 2 ' 5 0 . 0 0 ' 5 0 . 0 0 ' 4 3 . 4 9 ' 2 ' 6 . 3 . 5 8 ' CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: ROBERT J. SMITH, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 FAX: (210) 541-8699 CONTACT: JOHN G. MOSIER, R.P.L.S. TBPLS FIRM REGISTRATION NO. 10193973 63.716 ACRES OF LAND LOCATED IN THE JAMES MANOR SURVEY NO. 39, THE ABSTRACT NO. 528, TRAVIS COUNTY, TEXAS AND BEING A PORTION OF THAT CERTAIN 652.489 ACRE TRACT CONVEYED TO HEART OF MANOR, LP, AS RECORDED UNDER DOCUMENT NO. 2007037703, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. OWNER/DEVELOPER: PETE. A DWYER HEART OF MANOR, LP 9900 HWY 290 EAST MANOR, TEXAS 78653 OFFICE: (512) 327-7415 JONES, DEAN 4/25/2022 2:47 PM K:\AUS_CIVIL\069244519-WILDHORSE BLUE BLUFF\PHASE 1\CAD\PLAT\069244519-PL-SADDLERIDGESECT1 4.24.2022_JC.DWG APPLICATION DATE: SEPTEMBER 17, 2021 ___________ C8-2020-0033.1A Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved Sheet No. 1 OF 4 3 of 10B-19NORTH SITE LOCATION MAP NOT TO SCALE NORTH SADDLE RIDGE AT WILDHORSE RANCH SECTION 1 FINAL PLAT 100' GRAPHIC SCALE IN FEET 50' 100' 0 200' 1" = 100' @ 18"X24" LEGEND 5/8" IRON ROD FOUND 5/8" IRF IRSC IRFC 60d O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS T.C.P.R. 1/2" IRON ROD W/ "KHA" CAP SET 1/2" IRON ROD FOUND W/ CAP 60d NAIL FOUND TRAVIS COUNTY PLAT RECORDS E ' " 2 4 3 3 ° 4 1 N E " 1 1 ' 6 3 ° 2 1 N I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P 1 0 7 9 8 1 1 7 9 5 3 5 . 9 5 4 5 3 5 . 9 5 4 17.59' 4.29' 5 0.4 9 ' ' 2 0 . 0 5 C25 C15 C24 4 3.2 5 ' 4 3 . 2 5 ' 4 3 . 2 5 ' 4 3 . 2 5 ' G O O D E Y E T R A I L ( 5 0 ' R . O . W . ) 3 9 . 5 5 ' 3 9 . 5 5 ' 3 9 . 5 5 ' 1 6 . 9 6 ' 2 4 . 9 1 ' 2 5 ' 5 0 ' 2 5 ' 3 9 . 5 5 ' 2 2 . 4 8 ' L 1 0 2 2 . 4 8 ' 1 5 . 7 2 ' 1.58' P.O.B. T.B.M. POINT OF BEGINNING BENCH MARK W.W.E. WASTEWATER EASEMENT 6 0 . 9 8 C 2 6 C 1 4 L.L. LANDSCAPE LOT SIDEWALK 1 2 C C22 C 2 3 3 8 . 9 0 ' 2 9 . 7 9 ' 9.50' 41.46 ' 0 L . 1 O 6.94' 9 8 . L 7 0 . O 2 ' 0 . 1 N 1 L O T ° 1 0 ' 1 9 1 2 T 3 1 0 ° 1 9 T N 0 A . 9 0 8 9 . 0 C 8 5 0 ' 3 ' 1 1 A 5 3 0 ' C 1 " E 2 " W 4 5 . 01' 5.43' 3 9.5 5 ' ' 0 0 . 0 2 1 1 T O L C A 1 3 1 . 0 ' E " 9 5 3 5 ° 4 1 N C A 4 1 1 . 0 2 T O L ' 0 0 . 0 2 1 3 T O L C A E " 1 1 ' 4 1 1 . 0 7 2 ° 1 1 N 4 C A E " 8 4 T O L 4 1 1 . 0 ' 0 0 . 0 2 1 3 4 ° 9 N ' . 5 ' 0 0 T O L 0 2 1 C A E " 4 2 ' 4 1 1 . 0 0 0 ° 8 N B L K J N 5 L O T ° 2 5 ' 7 3 1 9 1 2 A C 0 . 0 0 ' 0 . 1 1 1 2 2 0 . 0 A C 0 ' 3 " E N 6 L O T ° 1 7 ' 6 0 0 . 1 1 ' 0 0 4 . A C 0 2 1 0 " E 1.94' 17.15' 2 2 . 4 8 ' N 8 4 ° 2 4 ' 0 5 " W 4 7 . 7 9 ' C 4 1 4 3 . 16 ' 4 3 . 1 6 ' 9 8 . 7 2 ' 3 9 . 9 9 ' 2 3 . 4 1 ' 2 4 . 3 9 ' N 8 9 ° 0 0 ' 5 2 " E ~ 6 3 . 4 1 ' 4 3 .16 ' 4 3 .16 ' 4 3 . 16 ' C42 4 9.7 8 ' 79.64' 319.70' N 3 ° 5 6 ' 1 2 " W E " 6 1'0 4 ° 5 3 N 8' 0.6 7 N 7 0 ° 3 1'0 7 " E 6 9.2 9' M A T C H L I N E S 8 7 ° 1 1 ' 3 6 " W ~ 2 8 3 . 0 2 ' L 3 0 L 1 3 5 0 . 0 0 ' L 2 9 3 9 . 5 3 ' L 3 1 5 0 . 0 0 ' S E E S H E E T 1 O F 4 " A - A " L28 N 3 5 7 0.9 ° 2 4' 5'5 3" W N 0 ° 0 5 1 . 7 3 ' 9 ' 1 3 " W L13 L 1 4 1 8 5 . 7 3 ' ' 1 2 . 4 5 7 5 C S 8 7 ° 1 1 ' 3 6 " W ~ 2 8 3 . 0 2 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 4 0 ' " E C S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 5 0 ' " E C S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 2 0 ' " E C S 2 0 L ° . 4 1 O 1 2 8 3 0 ' . 2 0 4 T 8 A 3 0 ' " E C S 2 ° 0 L . 1 O 1 2 8 4 8 0 ' 9 T . 2 4 4 A 1 9 ' " E C 7.65' 4 2 . 3 7 ' 63.28' 5 0 . 0 0 ' C58 4 9 . 8 4 ' 26.24' 5 0 . 0 0 ' 2 3 5 . 8 7 ' S 8 7 ° 1 1 ' 3 6 " W 2 3 5 . 8 6 ' 1 4 6 . 2 9 ' 5 2 . 5 0 ' L 1 2 R60' 4 3 . 4 9 ' 6 . 3 2 ' 4 8 . 5 8 ' S 2 0 L ° . 2 1 O 1 2 S 0 ° 5 0 L 0 ' . 5 8 2 3 T 0 0 ' 9 " E C A 6 1 2 0 . . 1 O 2 ' 4 2 3 T 0 1 A 7 0 ' " W C 5 0 . 0 0 ' 7 . 2 1' 4 3 . 4 9 ' 5 5 . 4 0 ' C 4 9 N 2 ° 4 6 4 8 ' . 2 9 5 C C86 0 4 ' 4 " W 2 5 ' 5 0 ' 2 5 ' 4 3 . 9 6 ' C 4 6 4 8 . 5 8 ' 4 8 . 5 8 ' B L K I S 4 ° 0 1 2 W " 2 0 ' 3 2 ° 7 S ' 0 0 . 0 2 1 0 . L O T 1 4 3 0 . 0 0 ' A C 9 0 . L O T 1 4 3 8 A C 7 ' 4 1 " W 5 5 . 4 0 ' 5 5 . 4 0 ' 5 5 . 4 0 ' K O K O C A Y U S E T R A I L ( 5 0 ' R . O . W . ) 11 2 . 9 7 ' 6 1.81' 26.24' 8' 5 4 . 3 L 0 . O 3 2 T 0 3 A C 8 L 0 . O 2 N L 2 ° 1 0 T 6 7 L 0 . 1 O N 2 1 N L 2 1 0 . O 1 4 T 3 3 ° 2 4 3 8 ' . 8 2 4 ' 4 2 8 ' . 4 2 2 4 ' 3 A C N 8 T ° 2 5 1 2 2 4 1 A ° 8 3 4 1 A 8 ' . 3 C 6 2 6 ' 8 ' . 8 C 7 2 4 ' 4 " W 4 " W 4 " W B L K F N 2 1 0 . O ° 4 1 L 4 3 8 T 0 . O 2 0 T 8 ' . 3 2 4 ' 4 " W 8 3 A C 3 4 3 " A C 4 W 94.20' N44°40'37"W N 0 ° 0 6 8 . 0 6 ' 7 ' 5 7 " W N 1 8 ° 4 4 ' 4 3 " W ~ 1 8 5 . 7 1 8 3 ' 5 . 7 3 ' 1 0 5 . 7 5 ' 1 0 5 . 7 5 ' 1 0 5 . 7 5 ' S 8 7 ° 1 1 ' 3 6 " W ~ 1 0 5 . 7 5 ' 9' 0 . 7 4 2 ~ E " 7 0'5 4 ° 9 2 N N 0 7 ° 1 2 ' 1 8 " 4 F O 2 T E E H S E E S " B B " E N I L H C T A M - S 2 3 ° 5 0 0 9 ' 1 9 . 2 5 " E 3 ' S 3 3 ° 5 9'0 4 7.2 7 " E 6' N 8 3 ° 5 6 ' 5 0 " W 9 . 1 4 ' OPRTCT CALLED 67.5360 ACRES POSS OLDINGS LLC DOC.#2018045426 OPRTCT 89.76' 30.24' 25.63' 55.86' 55.86' N72°49'32"W ~ 120.00' LOT 32 0 0 0.110 AC . 0 4 120.00' ' 15.36' ' E " 8 2 0 1 ° 7 1 N G K L B ' 0 0 . 0 4 ' 0 0 . 5 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 4 3 . 9 9 ' 3 4 . 3 7 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 1 9 . 0 7 LOT 16 0.189 AC 145.00' N72°49'32"W LOT 15 0.133 AC 145.00' N72°49'32"W LOT 14 0.133 AC 145.00' N72°49'32"W LOT 13 0.133 AC 145.00' N72°49'32"W LOT 12 0.133 AC 145.00' N72°49'32"W LOT 11 0.132 AC 141.85' C 8 5 C 6 0 C 5 0 ' 9 5 . 7 6 1 ' E " 8 2 0 1 ° 7 1 N ' 9 5 . 7 6 1 ' 9 5 . 7 6 1 D N E B D U O L C N E D L O G ) . . W O R . ' 0 5 ( ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 7 2 . 3 3 ' 0 6 . 3 2 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 4 2 N72°49'32"W LOT 31 0.110 AC 120.00' N72°49'32"W LOT 30 0.110 AC 120.00' N72°49'32"W LOT 29 0.110 AC 120.57' 16.02' F K L B ' 0 0 . 0 4 ' 5 2 . 0 8 2 ~ W " 8 2 0 1 ° 7 1 S ' ' 0 0 . 0 4 ' 0 0 . 0 4 ' 3 5 . 0 6 ' 2 7 . 9 5 12.89' 5' 4.8 5 8"W 7'0 4' 7.7 4°2 6 4 S 6.92' 13.95' 19.52' 6.93' N72°49'32"W LOT 10 0.125 AC 129.01' N72°49'32"W LOT 9 0.198 AC 1' 2.1 4 2 5' ' 4 7 . 9 3 1' 4 . 6 3 N72°49'32"W LOT 28 0.142 AC 128.66' N63°16'31"W LOT 27 0.169 AC 144.87' N49°10'49"W T 2 0.1 6 6 5 A L O C 0' 7.6 3 50' 2 5' 37.62' 6 1 9 .3 6' 4 8 1 5 C C 6 ' 7 . 6 3 3 7.6 4' 1 6 7 . 6 C 3 5 ' 1 4 5.0 N 3 9°3 L O 7'1 7' 2" W 1 3 0 . 1 6 T 2 9 . 0 2 A 5 C N 3 0 ° 0 3'3 L O 1' 0 . 1 4 " W T 2 7 A 4 N 1 5 2 4 0 0 ° 2 . 5 9 ' 5 5 ' L C N 0 O . 1 T 7 " 1 6 1 4 W 0 5 2 L ° 8 . A 3 0 . O 5 3 6 C N 1 1 5 5 ° 6 . 0 3 4 5 ' 0 ' 1 " W W ~ 1 5 9 . 7 0 ' REMAINDER OF A CALLED 652.489 ACRES HEART OF MANOR, LP DOC.#2007037703 OPRTCT ' E " 6 2 3 0 ° 0 2 N ' 1 6 . 3 7 2 S 2 3 ° 0 9 ' 1 5 " 6.246 ACRE W.W.E. DOC# 2003249300 OPRTCT E ~ 5 0 9 . 2 3 ' VARIABLE WIDTH DRAINAGE EASEMENT (24.973 ACRE) 2 ' 8 . 1 4 E ~ 2 " 9 1 ' 0 2 ° 0 8 N LOT 1 BLOCK E WATER QUALITY, PRIVATE RECREATIONAL PARKS AND TRAILS, & DRAINAGE ESMT 34.41 AC N 0 ° 4 1 0 8 . 5 0 ' 8 ' 0 6 " E 7 ' 8 . 0 0 ' 0 . 0 0 4 4 0 1 1 = L = R 4 F O 2 T E E H S E E S " B B " E N L H C T A M - I L11 LOT 16 0.067 AC BLK I L.L. L11 LOT 16 0.067 AC BLK I L.L. ' 9 3 . 8 9 6 ~ E " 1 2 9 2 ° 8 1 N ' - ' 7 7 . 2 1 ' 1 0 . 0 5 LOT 7 BLK H 0.091 AC L.L. 319.70' 79.64' N72°49'32"W ~ 149.63' 50.00' 50.00' 49.63' 4 8.5 8 ' 4 8 . 5 8 ' 4 8 . 5 8 ' ' 0 0 . 0 2 1 ' 0 0 . 0 2 1 5 1 T O L C A 8 3 1 . 0 ' W " 8 2 0 1 ° 7 1 S ' 0 0 . 0 2 1 4 1 T O L C A 8 3 1 . 0 ' W " 8 2 0 1 ° 7 1 S ' 0 0 . 0 2 1 3 1 T O L C A 8 3 1 . 0 ' W " 2 0 9 0 ° 7 1 S 2 1 T O L C A 3 4 1 . 0 ' 0 0 . 0 2 1 ' W " 2 4 3 5 ° 3 1 S 1 1 C A T O L 3 4 1 . 0 ' 0 0 . 0 2 1 W " 2 2 ' 8 3 ° 0 1 S 0 1 C A 3 4 1 . 0 T O L 50.00' 50.00' 49.63' 5 5.4 0 ' 162.40' N72°49'32"W 162.98' 128.92' 115.00' LOT 1 0.184 AC S72°49'32"E 135.00' LOT 2 0.124 AC S72°49'32"E 135.00' LOT 3 0.124 AC S72°49'32"E ' 0 0 . 0 4 H K L B ' 2 9 . 3 1 ' 0 0 . 0 6 ' 4 7 . 3 4 1 ~ E " 8 2 0 1 ° 7 1 N ' ' 7 0 . 1 6 2 1 9 C ' 0 0 . 0 4 ' 8 2 . 6 3 1' 0 . 5 8 3.74' 135.00' LOT 4 0.124 AC N72°49'32"W ~ 136.06' 48.27' 87.79' 6 T O L C A 6 1 1 . 0 ' E " 4 4 8 1 ° 8 1 N ' 0 1 . 8 0 1 3' 8.3 I R O N R O D F O U N D 1 / 2 W / O R A N G E C A P 5 0 2 5 4 9 . 2 1 2 62.06' 5 T O L C A 7 4 2 . 0 5 5 . 4 0 ' C56 C48 C87 111. 7 6 ' LOT 1 0.194 AC S72°49'32"E 130.00' LOT 2 0.119 AC S72°49'32"E 130.00' LOT 3 0.119 AC S72°49'32"E 130.00' LOT 4 0.119 AC S72°49'32"E 130.00' LOT 5 0.119 AC S72°49'32"E 130.00' LOT 6 0.120 AC S72°49'32"E 130.96' LOT 7 0.122 AC S72°49'32"E 136.55' LOT 8 0.207 AC 99.26' C 8 0 C 81 C47 I N U R E C L A Y Z A R C ) . . W O R . ' 0 5 ( ' 6 0 . 5 1 2 ' 1 1 . 0 6 2 ' 3 5 . 6 1 2 ' E " 8 2 0 1 ° 7 1 N 50' 25' 25' ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 6 0 . 5 5 ' 7 4 . 1 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 6 0 . 5 '1 7 9 . 4 2 9 7 C 2 5 C 2 8 C ' 2 4 . 0 4 ' 6 0 . 3 2 C 8 3 35.81' S50°11'53"E 78.21' 2 C 6 33.08' H R.O.W.) D F R F U L E WID E B U L B L RIA B A (V 0' 0.0 5 T 0' 0.0 4 0' 0.0 4 ' 4 0.1 5 K D L B 13.15' 26.85' 2' 5.9 1 0 9 C 130.65' S50°11'53"E 179.18' 134.31' 118.39' LOT 1 0.154 AC S50°22'07"E 135.14' LOT 2 0.124 AC S50°22'07"E 135.00' LOT 3 0.124 AC S50°22'07"E 135.00' LOT 4 0.124 AC S50°22'07"E 135.00' LOT 5 0.124 AC S50°22'07"E 135.00' LOT 6 0.125 AC S50°22'07"E 137.24' LOT 7 0.129 AC S50°22'07"E 144.51' LOT 8 0.231 AC 5' .1 8 3 0' 0.0 4 0' 0.0 4 0' 0.0 4 ' 8 6 . 0 4 50' 25' 25' 1.94' 3 5 C 3 6 C 6 7 C 94.80' 4' 8.6 1 7"E ~ 5 - 8'0 9°4 3 N 4' 8.6 6 4 0' 0.0 4 0' 0.0 4 60.26' 5' 2 0' 5 5' 2 8 7 C L15 C 7 7 7' 9.6 2 3"E 7'5 8' 6.4 9°3 2' 3 1.6 3 2 N 9 1 5' 1.3 9 1 2' 2.6 6 1 0' 0.0 4 0' 0.0 4 N U E R LIC Y A Z (5 A R C 0' R.O.W.) 3' 8.7 2 ' 3 6 . 2 2 LOT 9 BLK D 0.275 AC L.L. 1' 5.7 7 7.64' 10.64' C 7 2 3 8 . 8 2' 37.66' 37.67' 37. 6 7 ' 3 7 . 6 7 ' 9' 1.2 1 7 C T 1 2 A O 6 0.2 L 7"E 1'4 6' 3.2 5 ° 6 5 3 1 N E " 0 1 ' 8 1 ° 7 2 N 8 1 T O L C A 4 6 1 . 0 ' 2 7 . 6 3 1 9 1 T O L C A 9 4 1 . 0 ' E " 3 3 4 4 ° 7 1 N N 1 E " 5 5 ' 1 5 0 . 1 L O T 2 ' 4 ' . 6 1 1 T ' 2 0 ' ° 4 7 2 6 3 0 . 2 " 5 A 2 W 8 ' C 5 3 1 0 1 ° 8 N 1 2 " A C 2 1 W ' 8 0 . 1 3 1 0 2 C A T O L 8 4 1 . 0 77.72' 63.94' 60.00' 40.77' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' BLK F 60.20' S72°49'32"E 21.57' 8.2 2 2 8' 7.5 N 3 5 . 5 3 ' 2 7 . 5 5 ' 2 9 . 5 6 ' ' 6 0 . 6 0 1 6 1 T O L ' 0 0 . 0 5 1 C A 3 5 1 . 0 ' W " 8 2 0 1 ° 7 1 S 5 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 4 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 3 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 2 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 1 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 0 1 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 9 T O L C A 8 3 1 . 0 ' 0 0 . 0 5 1 ' W " 8 2 0 1 ° 7 1 S 8 T O L 1 5 3 . 2 1 ' C A 2 5 1 . 0 47.79' 40.00' B L K F N 63°11'51"E 60.91' 40.00' S 2 6 ° 4 1 4 8'0 L 2 . 4 O 9 " E S 2 0 . 1 6 ° 4 4 8' T 1 L 1 O 3 4 8'0 A 1 . 0 T 2 0' 9 C " E S 0 . 1 2 6 1 ° 4 3 8'0 A C 1 1 L 5 . 5 O 9 " E 30.81' 40.00' 9' 2.2 3'5 3' 6 " E 3 1.4 3 5' 0 ° 5 7 2' T 3 S 0 . 1 2 6 0 ° 4 8 8'0 A C 1 2 4 . 3 L 3' O 9 " E 0' 1.8 4 S 0 . 1 2 T 4 6 2 ° 4 9 8'0 A C 9 " E 1 5 L 0 . 0 O S 1 0 . 1 8 ° 4 1 5 0' T 5 5 . 9 8' ' 0 5 . 4 2 1 . 7 6 ' 4 R 6 0' L 5 S 0 . O 6 1 3 . 1 9 A 4 ' 3 C 4 " ° 1 6 ' 5 T E S 6 0 L 1 . 5 0 4 6 ° 1 3 3 5 4 O T 0 A ' 4 . 0 5 C 0 " ' E A 7 C ' 0 4 " W 1 5 . 2 1' 3 7.8 8' 0 ' 1 . 1 6 5 C 6 C 5 5 9 C 6 6 ' 2 3 8 . 6 ' 8 . 2 3 6 ' 8 . 2 3 21.19' 6 6 C N 63°11'51"E 87.33' C 6 8 21.19' 1 2 . 4 7 ' 6 . 8 2' 8.2 6' 3 L 2 7 L 2 6 5 2 L L 2 4 L23 L20 40.87' C 6 7 S8°48'00"W 40.00' L21 L22 ' 4 1 . 6 4 S 2 6 ° 4 1 3 8'0 3 . 2 L O 1' 9 " E 4 0.99' 0 . 1 0 1 0 9 T 3 4 A 0 . 7 C 3' N 2 6 L ° 4 O 0 . 0 8 9 8'0 T 3 9 " W 3 N 2 6 ° L 4 O 8 4 . 9 A C 0' 4 3 . 7 9 ' 7.00' 4 0.1 1' C 7 3 L17 15.87'C74 C 7 5 6 1 L L18 C 6 4 34.45' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 321.08' S72°49'32"E 366.08' 388.73' ZIP COCHISE (50' R.O.W.) ' 0 5 ' 5 2 ' 5 2 39.09' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' S72°49'32"E 40.00' 26.31'13.0 9 ' 3 8 . 2 6 ' 3 8 . 2 6 ' 6.63' 5 0 . 9 9 ' 6 1 . 1 0 ' ' 0 3 . 5 4 C54 C70 35.10' 3.34' ' 8 7 . 9 1 1 4 1 T O L C A 8 2 1 . 0 ' E " 8 0 5 4 ° 0 2 N ' 3 9 . 4 2 1 5 1 T O L C A 8 2 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 6 5 . 3 3 1 6 1 T O L C A 6 2 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 9 6 . 9 3 1 7 1 T O L C A 9 2 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 6 9 . 1 4 1 8 1 T O L C A 1 3 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 3 2 . 4 4 1 9 1 T O L C A 3 3 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 0 5 . 6 4 1 0 2 T O L C A 6 3 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 7 7 . 8 4 1 1 2 T O L C A 8 3 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 4 0 . 1 5 1 2 2 T O L C A 0 4 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 2 3 . 3 5 1 3 2 T O L C A 2 4 1 . 0 ' E " 8 2 0 1 ° 7 1 N ' 9 5 . 5 5 1 4 2 T O L C A 3 5 1 . 0 ' E " 1 0 2 5 ° 4 1 N ' 8 5 . 8 5 1 5 2 T O L C A 8 7 1 . 0 ' . E " 0 2 ' N 2 6 0 . . 1 L 1 O ° 2 9 T 7 6 1 7 0 ° 8 N 5 A C 2 0 " 6 E 1 0 8 2 O 4 1 T 2 ' . 1 3 4 8 ' 2 7 A C 1 " W N 2 1 2 L 6 ° 4 O 0 . 0 3 . 5 8'0 T 3 9 " W 2 9 9' 7 A C 0 . 1 1 2 2 8'0 T 3 9 " W 1 N 2 5 ° 3 L 6 ' 0 O 0 7 . 8 A C 4 ' 4 0.0 1' 4 0.0 5' N 1 1 3 3 0 . 1 2 " W T 3 8 ° 4 . 5 4 8 A 0 L 1 ' 2 7 ' O C 4 2.3 7' L = 10 4 8.0 7' R = 1 4 0 0.0 0' N 1 1 T 1 5 5 W 1 " 0 . 2 ° 0 A 0 . 2 1 2 9 6 C L ' 4 6 ' 0 1 O N . 1 1 T " W 5 ° 2 L 2 ' 7 7 7 9 2 . 3 A 8 0 0 C ' 57.20' 5 4.07' C 89 63.53' 4"E 8'1 8' 4.5 9°2 2 3 1 N ' 3 7 . 0 2 4' 3.2 6 3"E ~ 1 42.05' 7'5 9°3 3 N 0 3"E T 1 C 3"E 1 7 A 7'5 T 1 6' C O 7'5 1 A 1 3.5 9' 9°3 0.1 L 3.3 O 9°3 1 0 3 1 0.1 L N 1 3 1 N 15.87' C 7 1 3 ' 1 5 . 5 2' 8.8 E " 8 5 ' 3 5 ° 7 2 N 33.13' 5' 7.0 3 1 T O L E " 8 5 ' 3 5 ° 7 2 N C A 1 1 1 . 0 ' 5 9 . 2 2 1 2 T 1 C 4 A O 3 0.1 L 40.85' 25.53' 40.85' 60.98' 40.00' S62°06'02"E ~ 313.69' N62°06'02"W ~ 341.25' 53.70' 47.72' 10.95' 29.59' 40.06' 40.06' 40.06' 40.06' 40.06' BLK D 40.06' 40.06' S69°34'32"E ~ 489.59' 516.74' N69°34'32"W ~ 516.74' 45.85' 58.13' 61.21' 33.00' 4.92' 3 REMAINDER OF A CALLED 652.489 ACRES HEART OF MANOR, LP DOC.#2007037703 OPRTCT CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: ROBERT J. SMITH, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 FAX: (210) 541-8699 CONTACT: JOHN G. MOSIER, R.P.L.S. TBPLS FIRM REGISTRATION NO. 10193973 OWNER/DEVELOPER: PETE.A DWYER HEART OF MANOR, LP 9900 HWY 290 EAST MANOR, TEXAS 78653 OFFICE: (512) 327-7415 63.716 ACRES OF LAND LOCATED IN THE JAMES MANOR SURVEY NO. 39, THE ABSTRACT NO. 528, TRAVIS COUNTY, TEXAS AND BEING A PORTION OF THAT CERTAIN 652.489 ACRE TRACT CONVEYED TO HEART OF MANOR, LP, AS RECORDED UNDER DOCUMENT NO. 2007037703, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. APPLICATION DATE: SEPTEMBER 17, 2021 ___________ C8-2020-0033.1A JONES, DEAN 4/25/2022 2:37 PM K:\AUS_CIVIL\069244519-WILDHORSE BLUE BLUFF\PHASE 1\CAD\PLAT\069244519-PL-SADDLERIDGESECT1 4.24.2022_JC.DWG Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved Sheet No. 2 OF 4 4 of 10B-19SADDLE RIDGE AT WILDHORSE RANCH SECTION 1 FINAL PLAT CURVE TABLE CURVE TABLE LINE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. BEARING LENGTH C3 C4 C5 C6 C7 C8 C9 49°54'05" 20.00' 17.42' N47°24'56"E 16.87' C52 23°02'05" 300.37' 120.76' N28°41'53"E 119.95' L1 N72°21'59"E 130.63' 279°59'22" 49.99' 244.26' S17°33'37"E 64.27' C53 22°27'26" 300.00' 117.59' S28°24'11"W 116.83' N17°38'01"W 2.53' 50°05'17" 19.89' 17.39' N82°42'09"W 16.84' C54 19°04'15" 180.00' 59.91' S63°17'25"E 59.64' N72°24'17"E 28.39' 49°59'41" 20.00' 17.45' N47°22'08"E 16.90' C55 43°58'37" 300.00' 230.26' N85°11'09"E 224.65' S24°04'08"W 24.02' 279°59'23" 50.00' 244.34' S17°38'01"E 64.29' C56 19°58'52" 975.00' 340.02' S82°48'58"E 338.30' S71°53'02"W 39.18' 49°59'41" 20.00' 17.45' N82°38'11"W 16.90' C57 262°49'17" 60.00' 275.24' S38°36'14"W 90.00' 49°59'41" 20.00' 17.45' N66°26'36"E 16.90' C58 82°49'09" 20.00' 28.91' N51°23'50"W 26.46' C10 279°59'23" 50.00' 244.34' S01°26'27"W 64.29' C59 90°06'40" 20.00' 31.45' S42°08'15"W 28.31' C11 49°59'41" 20.00' 17.45' N63°33'42"W 16.90' C60 20°05'33" 205.00' 71.89' S07°07'42"W 71.52' N72°21'59"E 80.43' N17°38'01"W 10.33' N88°33'33"W 72.16' S72°49'32"E 4.44' L2 L3 L4 L5 L6 L7 L8 L9 LOT TABLE LOT TABLE LOT TABLE LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. BLK D - LOT 1 0.154 6,709 BLK D - LOT 27 0.213 BLK F - LOT 18 0.164 BLK D - LOT 2 0.124 5,401 BLK D - LOT 28 0.179 BLK F - LOT 19 0.149 BLK D - LOT 3 0.124 BLK D - LOT 29 0.151 BLK F - LOT 20 0.148 BLK D - LOT 4 0.124 BLK D - LOT 30 0.138 BLK F - LOT 21 0.161 BLK D - LOT 5 0.124 BLK D - LOT 31 0.120 BLK F - LOT 22 0.173 BLK D - LOT 6 0.125 BLK D - LOT 32 0.097 BLK F - LOT 23 0.165 BLK D - LOT 7 0.129 BLK D - LOT 33 0.088 BLK F - LOT 24 0.157 BLK D - LOT 8 0.231 10,066 BLK D - LOT 34 0.109 BLK F - LOT 25 0.162 C12 13°56'34" 800.00' 194.68' N10°12'11"E 194.20' C61 112°37'39" 225.00' 442.29' S73°29'17"W 374.44' L10 N84°24'05"W 22.48' BLK D - LOT 10 0.117 5,117 BLK F - LOT 1 0.144 BLK F - LOT 26 0.165 C13 11°34'33" 1000.00' 202.04' S78°36'49"E 201.69' C62 90°10'14" 20.00' 31.48' S84°43'00"W 28.33' L11 N17°10'28"E 319.64' BLK D - LOT 11 0.101 4,419 BLK F - LOT 2 0.113 BLK F - LOT 27 0.169 C14 13°33'23" 500.00' 118.30' N88°49'14"E 118.03' C63 22°05'52" 275.00' 106.06' S28°34'58"W 105.41' L12 N02°48'24"W 25.00' BLK D - LOT 12 0.134 BLK F - LOT 3 0.108 BLK F - LOT 28 0.142 C15 11°28'20" 1290.00' 258.29' S78°39'55"E 257.86' C64 90°21'34" 20.00' 31.54' S27°38'45"E 28.37' L13 S61°39'16"W 35.64' BLK D - LOT 13 0.111 BLK F - LOT 4 0.129 BLK F - LOT 29 0.110 C16 11°14'52" 975.00' 191.40' S78°26'58"E 191.10' C65 43°58'37" 275.00' 211.07' N85°11'09"E 205.93' L14 S83°18'23"E 39.15' BLK D - LOT 14 0.128 5,591 BLK F - LOT 5 0.149 BLK F - LOT 30 0.110 C17 50°18'22" 20.00' 17.56' N70°46'25"E 17.00' C66 55°46'16" 20.00' 19.47' N35°18'43"E 18.71' L15 N39°37'53"E 0.46' BLK D - LOT 15 0.128 BLK F - LOT 6 0.154 BLK F - LOT 31 0.110 7,156 6,489 6,453 6,996 7,532 7,188 6,839 7,038 7,177 7,362 6,179 4,803 4,800 4,800 4,800 8,026 9,028 7,918 6,235 8,454 5,200 5,200 5,200 BLK D - LOT 16 0.126 BLK F - LOT 7 0.154 BLK F - LOT 32 0.110 BLK D - LOT 17 0.129 BLK F - LOT 8 0.152 BLK F - LOT 33 0.208 9,061 BLK D - LOT 18 0.131 BLK F - LOT 9 0.138 BLK F - LOT 34 0.184 BLK D - LOT 19 0.133 BLK F - LOT 10 0.138 BLK F - LOT 35 0.207 BLK D - LOT 20 0.136 BLK F - LOT 11 0.138 BLK F - LOT 36 0.182 BLK D - LOT 21 0.138 BLK F - LOT 12 0.138 BLK F - LOT 37 0.143 BLK D - LOT 22 0.140 6,087 BLK F - LOT 13 0.138 6,000 BLK F - LOT 38 0.320 13,946 BLK D - LOT 23 0.142 BLK F - LOT 14 0.138 BLK G - LOT 1 0.194 BLK D - LOT 24 0.153 BLK F - LOT 15 0.138 BLK G - LOT 2 0.119 BLK D - LOT 25 0.178 BLK F - LOT 16 0.153 BLK G - LOT 3 0.119 BLK D - LOT 26 0.195 BLK F - LOT 17 0.262 11,397 BLK G - LOT 4 0.119 C18 171°37'45" 50.00' 149.77' S48°33'54"E 99.73' C67 291°32'32" 60.00' 305.30' S26°48'09"E 67.50' L16 N17°10'28"E 43.40' C19 49°59'41" 20.00' 17.45' S12°15'08"W 16.90' C68 55°46'16" 20.00' 19.47' N88°55'01"W 18.71' L17 S53°45'18"E 69.49' C20 49°59'41" 20.00' 17.45' S37°44'33"E 16.90' C69 43°58'37" 325.00' 249.45' S85°11'09"W 243.37' L18 S72°49'32"E 22.65' C21 197°47'04" 50.00' 172.60' S36°09'08"W 98.80' C70 19°04'15" 205.00' 68.23' N63°17'25"W 67.92' C22 47°06'52" 20.00' 16.45' N68°30'46"W 15.99' C71 49°59'41" 20.00' 17.45' N78°45'08"W 16.90' C23 7°40'07" 525.00' 70.27' N88°14'08"W 70.21' C72 279°59'23" 50.00' 244.34' N36°14'42"E 64.29' C24 11°29'57" 1315.00' 263.92' N78°39'07"W 263.48' C73 49°59'41" 20.00' 17.45' S28°45'27"E 16.90' C25 11°26'39" 1265.00' 252.67' S78°40'46"E 252.25' C74 9°32'55" 155.00' 25.83' S58°31'45"E C26 7°21'18" 475.00' 60.98' S88°04'44"E 60.93' C75 98°56'51" 20.00' 34.54' N67°13'22"E 25.80' 30.40' C27 100°59'20" 20.00' 35.25' N37°44'57"E 30.86' C76 21°52'57" 325.00' 124.12' N28°41'25"E 123.37' C28 71°39'22" 20.00' 25.01' N48°34'24"W 23.41' C77 89°49'46" 20.00' 31.36' N05°17'00"W 28.24' C29 11°34'33" 1025.00' 207.09' S78°36'49"E 206.74' C78 99°33'03" 20.00' 34.75' N80°01'36"E 30.54' C30 1°07'42" 1145.00' 22.55' N83°50'14"W 22.55' C79 13°00'59" 276.50' 62.81' N23°42'59"E 62.68' C31 2°12'46" 1145.00' 44.22' S83°17'42"E 44.22' C80 90°00'00" 20.00' 31.42' N27°49'32"W 28.28' C32 1°57'31" 1145.00' 39.14' N82°17'38"W 39.14' C81 86°57'47" 20.00' 30.36' S60°39'21"W 27.52' C33 2°12'26" 1145.00' 44.11' N81°05'06"W 44.11' C82 15°34'28" 325.37' 88.45' S24°58'03"W 88.17' C34 1°57'31" 1145.00' 39.14' N80°20'06"W 39.14' C83 82°57'10" 20.00' 28.96' S08°43'18"E 26.49' C35 2°12'26" 1145.00' 44.11' N78°52'40"W 44.11' C84 112°37'39" 175.00' 344.00' N73°29'17"E 291.23' C36 1°57'31" 1145.00' 39.14' N78°22'35"W 39.14' C85 21°27'48" 155.00' 58.06' N06°26'34"E 57.72' C37 2°10'52" 1145.00' 43.59' N76°41'02"W 43.58' C86 84°08'09" 20.00' 29.37' N46°21'24"W 26.80' C38 1°57'31" 1145.00' 39.14' N76°25'04"W 39.14' C87 12°33'43" 1025.00' 224.73' N82°08'37"W 224.28' C39 2°24'28" 1145.00' 48.11' N74°23'22"W 48.11' C89 14°51'49" 1435.00' 372.27' S60°52'49"W 371.22' C40 2°15'10" 1145.00' 45.02' N74°18'43"W 45.02' C90 6°02'38" 600.00' 63.29' N36°36'35"E C41 6°35'03" 645.00' 74.12' S87°41'37"E 74.08' C91 8°13'09" 592.62' 85.01' N24°43'11"E 63.26' 84.94' C42 1°43'22" 1435.38' 43.16' S79°24'30"E 43.16' C92 17°17'01" 800.00' 241.33' N08°59'30"W 240.41' L20 S20°36'41"W 5.02' L21 S59°38'37"W 4.71' L22 N83°56'56"E 10.08' L23 N48°00'59"W 11.56' L24 N18°20'51"W 58.23' L25 N31°22'20"E 36.12' L26 N03°59'01"W 47.21' L27 N33°44'58"W 42.76' L28 N65°39'25"W 45.98' L29 S69°47'55"W 73.31' L30 S89°35'57"W 85.04' L31 N19°54'30"W 54.57' L32 N39°19'53"W 74.62' L33 S86°06'25"W 53.83' L34 N69°22'20"W 54.21' L35 N49°37'23"W 91.29' L36 N24°39'51"W 15.90' L37 N74°55'43"E 53.13' L38 N30°15'13"E 42.18' L39 N34°44'58"W 88.40' L40 N30°55'00"E 51.02' L41 N02°37'48"E 50.53' L42 N06°00'09"E 40.25' BLK G - LOT 14 0.133 BLK I - LOT 16 0.067 L43 N07°43'17"E 31.10' BLK G - LOT 15 0.133 BLK J - LOT 1 0.131 5,687 L44 N22°24'11"W 48.28' BLK G - LOT 16 0.189 BLK J - LOT 2 0.114 L45 N22°40'10"E 38.00' BLK H - LOT 1 0.184 BLK J - LOT 3 0.114 LOT TABLE LOT TABLE LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. BLK G - LOT 5 0.119 BLK I - LOT 7 0.143 BLK G - LOT 6 0.120 BLK I - LOT 8 0.143 BLK G - LOT 7 0.122 BLK I - LOT 9 0.143 BLK G - LOT 8 0.207 9,011 BLK I - LOT 10 0.143 BLK G - LOT 9 0.198 BLK I - LOT 11 0.143 BLK G - LOT 10 0.125 BLK I - LOT 12 0.143 BLK G - LOT 11 0.132 BLK I - LOT 13 0.138 6,002 BLK G - LOT 12 0.133 BLK I - LOT 14 0.138 BLK G - LOT 13 0.133 BLK I - LOT 15 0.138 BLK H - LOT 2 0.124 BLK J - LOT 4 0.114 BLK H - LOT 3 0.124 BLK J - LOT 5 0.114 BLK H - LOT 4 0.124 BLK J - LOT 6 0.114 BLK H - LOT 5 0.247 10,758 BLK J - LOT 7 0.112 BLK H - LOT 6 0.116 BLK J - LOT 8 0.119 BLK H - LOT 7 0.091 BLK J - LOT 9 0.119 5,198 BLK I - LOT 1 0.189 BLK J - LOT 10 0.099 BLK I - LOT 2 0.138 6,001 BLK K - LOT 1 0.107 BLK I - LOT 3 0.138 BLK K - LOT 2 0.110 BLK I - LOT 4 0.138 BLK K - LOT 3 0.110 BLK I - LOT 5 0.138 BLK K - LOT 4 0.110 BLK I - LOT 6 0.138 6,031 BLK K - LOT 5 0.110 9,279 7,787 6,595 5,992 5,214 4,226 3,815 4,753 6,266 4,928 4,698 5,636 6,477 6,723 6,724 6,620 6,000 6,000 6,000 6,000 6,000 6,000 6,664 6,239 6,239 6,239 6,239 6,239 6,239 6,000 6,000 2,909 4,963 4,963 4,963 4,963 4,963 4,881 5,201 4,316 4,650 4,800 4,800 4,800 4,800 5,400 5,400 5,400 5,428 5,618 5,844 4,830 5,568 5,486 5,633 5,724 5,815 5,906 5,996 6,178 6,679 7,772 8,512 5,200 5,208 5,333 8,615 5,453 5,765 5,800 5,800 5,800 5,800 8,217 8,014 5,400 5,400 5,413 5,067 3,980 8,254 6,000 6,000 6,000 C46 19°58'52" 855.00' 298.17' S82°48'58"E 296.66' C47 0°35'38" 1000.00' 10.37' S73°07'21"E 10.37' C48 17°23'34" 1000.00' 303.56' S82°06'57"E 302.40' C49 1°59'40" 1000.00' 34.81' N88°11'26"E C50 19°58'52" 180.00' 62.77' N07°11'02"E 34.81' 62.46' C51 112°37'39" 200.00' 393.14' N73°29'17"E 332.83' LOT TABLE LOT TABLE LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. BLK K - LOT 6 0.104 4,537 BLK M - LOT 11 0.100 4,346 BLK L - LOT 1 0.132 5,730 BLK M - LOT 12 0.094 4,101 BLK L - LOT 2 0.113 BLK M - LOT 13 0.126 5,503 BLK L - LOT 3 0.113 BLK M - LOT 14 0.029 1,250 BLK L - LOT 4 0.113 BLK M - LOT 15 0.115 5,000 BLK L - LOT 5 0.113 BLK M - LOT 16 0.115 4,996 BLK L - LOT 6 0.112 BLK M - LOT 17 0.100 4,364 BLK L - LOT 7 0.193 BLK M - LOT 18 0.109 4,731 BLK L - LOT 8 0.137 BLK M - LOT 19 0.162 7,078 BLK L - LOT 9 0.115 BLK M - LOT 20 0.179 7,812 BLK L - LOT 10 0.115 BLK M - LOT 21 0.200 8,700 BLK L - LOT 11 0.115 BLK M - LOT 22 0.323 14,077 BLK L - LOT 12 0.114 4,981 BLK M - LOT 23 0.280 12,208 BLK L - LOT 13 0.124 5,407 BLK M - LOT 24 0.116 5,065 BLK L - LOT 14 0.039 1,710 BLK M - LOT 25 0.053 2,293 4,943 4,943 4,943 4,943 4,883 8,386 5,962 5,027 5,012 5,012 4,603 5,886 6,073 5,157 5,361 BLK M - LOT 1 0.082 3,565 BLK M - LOT 2 0.204 8,881 BLK M - LOT 3 0.139 6,058 BLK M - LOT 4 0.288 12,543 BLK M - LOT 5 0.106 BLK M - LOT 6 0.135 BLK M - LOT 7 0.040 1,728 BLK M - LOT 8 0.139 BLK M - LOT 9 0.118 BLK M - LOT 10 0.123 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: ROBERT J. SMITH, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 FAX: (210) 541-8699 CONTACT: JOHN G. MOSIER, R.P.L.S. TBPLS FIRM REGISTRATION NO. 10193973 OWNER/DEVELOPER: PETE A. DWYER HEART OF MANOR, LP 9900 US HIGHWAY 290 E MANOR, TEXAS 78653 OFFICE: (512) 327-7415 63.716 ACRES OF LAND LOCATED IN THE JAMES MANOR SURVEY NO. 39, THE ABSTRACT NO. 528, TRAVIS COUNTY, TEXAS AND BEING A PORTION OF THAT CERTAIN 652.489 ACRE TRACT CONVEYED TO HEART OF MANOR, LP, AS RECORDED UNDER DOCUMENT NO. 2007037703, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. APPLICATION DATE: SEPTEMBER 17, 2021 ___________ C8-2020-0033.1A JONES, DEAN 4/25/2022 2:37 PM K:\AUS_CIVIL\069244519-WILDHORSE BLUE BLUFF\PHASE 1\CAD\PLAT\069244519-PL-SADDLERIDGESECT1 4.24.2022_JC.DWG Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved Sheet No. 3 OF 4 5 of 10B-19 SADDLE RIDGE AT WILDHORSE RANCH SECTION 1 FINAL PLAT 4. 5. 6. GENERAL NOTES: IN ACCORDANCE WITH ORDINANCE NO. 020214-28. 1. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF AUSTIN, FULL PURPOSE ANNEXATION, AND IS DESIGNATED AS A PLANNED UNIT DEVELOPMENT (PUD) 2. THE SUBDIVISION IS GOVERNED BY THE WILDHORSE RANCH PUD ORDINANCE NO. 020214-28, APPROVING THE PUD ZONING BASE DISTRICT FOR THE PROPERTY, (II) THE PUD LAND USE PLAN, AND (III) EXCEPT AS OTHERWISE PROVIDED IN THE ZONING ORDINANCE AND THE PUD LAND USE PLAN TO THE CONTRARY, THE RULES AND REGULATIONS SET FORTH IN EFFECT UPON APPROVAL OF THE PUD. 3. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. THE WATER AND WASTEWATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY OF AUSTIN DESIGN CRITERIA. THE WATER AND WASTEWATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY THE AUSTIN WATER UTILITY. ALL WATER AND WASTEWATER CONSTRUCTION MUST BE INSPECTED BY THE CITY OF AUSTIN. THE LANDOWNER MUST PAY THE CITY INSPECTION FEE WITH THE UTILITY CONSTRUCTION. PRIOR TO CONSTRUCTION, DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN'S DEVELOPMENT SERVICES DEPARTMENT. ALL SITE DEVELOPMENT REGULATIONS, INCLUDING BUT NOT LIMITED TO IMPERVIOUS COVER, BUILDING SQUARE FOOTAGE, BUILDING HEIGHT, FLOOR TO AREA RATIOS AND SETBACKS, ARE ESTABLISHED AND GOVERNED BY THE SITE DEVELOPMENT CRITERIA TABLE APPEARING ON THE WILDHORSE RANCH PUD LAND USE PLAN, OTHER THAN THOSE SPECIFICALLY ADDRESSED BY VARIANCES. 7. ALL STREETS, DRIVEWAYS, SIDEWALKS, WATER, WASTEWATER, AND STORM SEWER LINES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF 8. ALL DEVELOPMENT WITHIN THE WILDHORSE RANCH PUD SHALL COMPLY WITH THE MOST CURRENT CITY OF AUSTIN GREEN BUILDER STANDARDS AT A 9. PARKLAND DEDICATION FOR 88 UNITS WILL BE SATISFIED VIA LAND DEDICATION ON FUTURE DEVELOPMENTS IN ACCORDANCE WITH THE WILDHORSE AUSTIN STANDARDS. MINIMUM RATING OF ONE STAR. RANCH PUD ORDINANCE NO. 020214-28. 10. BUILDING SETBACK LINES SHALL BE IN CONFORMANCE WITH THE WILDHORSE RANCH PUD ORDINANCE No.020214-28. 11. ELECTRIC SERVICE WILL BE PROVIDED BY BLUEBONNET ELECTRIC COOPERATIVE. 12. FOR LOTS WITH A 15' FRONT BUILDING LINE, GARAGES MUST BE AT LEAST FIVE FEET BEHIND THE FRONT FACADE OF THE PRINCIPLE STRUCTURE. FOR A GARAGE WITHIN 20 FEET OF THE FRONT FACADE, THE WIDTH OF THE GARAGE MAY NOT EXCEED 50 PERCENT OF THE WIDTH OF THE FRONT FACADE. IF THE HOUSE IS NOT PLACED AT THE 15' SETBACK LINE, BUT IS PLACED AT THE 25' BUILDING SETBACK LINE, THEN THE GARAGE WIDTH PERCENTAGE DOES NOT APPLY AND THE 5' GARAGE LOCATION IN RELATION TO THE FRONT FACADE DOES NOT APPLY. 13. NO BUILDINGS, FENCES, LANDSCAPING OR OTHER OBSTRUCTIONS ARE PERMITTED IN DRAINAGE EASEMENTS EXCEPT AS APPROVED BY THE CITY OF 14. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HIS ASSIGNS UNLESS OTHERWISE DESCRIBED. 15. PROPERTY OWNER SHALL PROVIDE FOR ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY AUSTIN. GOVERNMENTAL AUTHORITIES. 16. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG THE FOLLOWING STREETS AND AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT: WILDHORSE RANCH TRAIL, BUCKSKIN HORSE WAY, MESTENGO DRIVE, AMERICAN PAINT WAY, SPANISH JENNET WAY, STRAWBERRY ROAN DRIVE, AND CHOCTAW PRINT WAY. THESE SIDEWALKS SHALL BE IN PLACE PRIOR TO THE LOT BEING OCCUPIED. FAILURE TO CONSTRUCT THE REQUIRED SIDEWALKS MAY RESULT IN THE WITHHOLDING OF CERTIFICATES OF OCCUPANCY, BUILDING PERMITS, UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. 17. THE OWNER OF THIS SUBDIVISION, AND HIS OR HER SUCCESSORS AND ASSIGNS, ASSUMES RESPONSIBILITY FOR PLANS FOR CONSTRUCTION OF SUBDIVISION IMPROVEMENTS WHICH COMPLY WITH APPLICABLE CODES AND REQUIREMENTS OF THE CITY OF AUSTIN. THE OWNER UNDERSTANDS AND ACKNOWLEDGES THAT PLAT VACATION OR REPLATTING MAY BE REQUIRED, AT THE OWNER'S EXPENSE, IF PLANS TO CONSTRUCT THIS SUBDIVISION DO NOT COMPLY WITH SUCH CODES AND REQUIREMENTS. 18. STANDARD STREET SIGNS WILL BE INSTALLED AT ALL STREET INTERSECTIONS. 19. A 10' PUBLIC UTILITY AND SIDEWALK EASEMENT IS HEREBY RESERVED ADJACENT TO ALL STREET RIGHT-OF-WAY. 20. GILLELAND CREEK - PRIOR TO CONSTRUCTION ON LOTS IN THIS SUBDIVISION , DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN FOR REVIEW. RAINFALL RUNOFF SHALL BE HELD TO THE AMOUNT EXISTING AT UNDEVELOPED STATUS BY PONDING OR OTHER APPROVED METHODS. 21. EROSION / SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION OF EACH LOT, INCLUDING SINGLE-FAMILY AND DUPLEX CONSTRUCTION, PURSUANT TO LDC AND THE ENVIRONMENTAL CRITERIA MANUAL. 22. A WAIVER TO SECTION 25-4-153-(A), BLOCK LENGTH WAS GRANTED FOR BLOCK A TO EXCEED 1200'. 23. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN WATER AND WASTEWATER UTILITY SYSTEM. 24. WITHIN A SIGHT LINE EASEMENT ANY OBSTRUCTION OF SIGHT DISTANCE BY VEGETATION, FENCING, EARTHWORK, BUILDINGS, SIGNS, PARKED CARS, OR ANY OTHER OBJECT WHICH IS DETERMINED TO CAUSE A TRAFFIC HAZARD IS PROHIBITED AND MAY BE REMOVED BY THE CITY OF AUSTIN AT THE OWNERS EXPENSE. THE PROPERTY OWNER IS TO MAINTAIN AN UNOBSTRUCTED VIEW CORRIDOR WITH THE BOUNDS OF SUCH EASEMENT AT ALL TIMES. 25. THIS SUBDIVISION PLAT WAS APPROVED AND RECORDED BEFORE THE CONSTRUCTION AND ACCEPTANCE OF STREETS AND OTHER SUBDIVISION IMPROVEMENTS. PURSUANT TO THE TERMS OF A SUBDIVISION CONSTRUCTION AGREEMENT BETWEEN THE SUBDIVIDER AND THE CITY OF AUSTIN, DATED ______________, 20__, THE SUBDIVIDER IS RESPONSIBLE FOR THE CONSTRUCTION OF ALL STREETS AND FACILITIES NEEDED TO SERVE THE LOTS WITHIN THE SUBDIVISION. THIS RESPONSIBILITY MAY BE ASSIGNED IN ACCORDANCE WITH THE TERMS OF THAT AGREEMENT. FOR THE CONSTRUCTION AGREEMENT PERTAINING TO THIS SUBDIVISION, SEE THE SEPARATE INSTRUMENT RECORDED IN DOC#. ______________, IN THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. 26. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION REQUIRED BY CITY ORDINANCE. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE EXISTING OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT (IF ANY). 27. PRIOR TO FUTURE CONSTRUCTION, EXCEPT DETACHED SINGLE FAMILY ON ANY LOT IN THE SUBDIVISION, A SITE DEVELOPMENT PERMIT MUST BE 28. ALL STREETS, DRAINAGE, SIDEWALKS, WATER AND WASTEWATER LINES, AND EROSION CONTROLS SHALL BE CONSTRUCTED AND INSTALLED TO CITY OF 29. BLUEBONNET ELECTRIC COOPERATIVE HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. BLUEBONNET ELECTRIC COOPERATIVE WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH THE CITY OBTAINED FROM THE CITY OF AUSTIN. AUSTIN STANDARDS. OF AUSTIN LAND DEVELOPMENT CODE. 30. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE BLUEBONNET ELECTRIC COOPERATIVE WITH ANY EASEMENT AND/OR ACCESS REQUIRED. IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING, AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 31. LOT 1, BLOCK E, SHALL BE MAINTAINED BY THE OWNER OR HIS/HER ASSIGNS. NO RESIDENTIAL DEVELOPMENT SHALL BE ALLOWED ON THIS LOT. IF CONVEYED TO A PUBLIC ENTITY OR NEIGHBORHOOD ORGANIZATION, RECREATION FACILITIES AND REST AREAS MAY BE CONSTRUCTED IF APPROVED BY THE CITY. 32. ALL LOTS WIDTH TO EXCEED 40 FOOT MINIMUM SPECIFIED IN WILDHORSE RANCH PUD ORDINANCE. 33. THE WATER AND/OR WASTEWATER EASEMENTS INDICATED ON THIS PLAT ARE FOR THE PURPOSE OF CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, UPGRADE, DECOMMISSIONING AND REMOVAL OF WATER AND/OR WASTEWATER FACILITIES AND APPURTENANCES. NO OBJECTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, RETAINING WALLS, TREES OR OTHER STRUCTURES ARE PERMITTED IN WATER AND/OR WASTEWATER EASEMENTS EXCEPT AS APPROVED BY AUSTIN WATER. 34. THE SELLER IS REQUIRED TO PROVIDE THE OCCUPANT OF EACH LOT, AT THE TIME OF OCCUPANCY, A HOMEOWNER ENVIRONMENTAL EDUCATION PACKET THAT HAS BEEN APPROVED BY THE WATERSHED PROTECTION DEPARTMENT. THIS PACKET SHALL INCLUDE AN INTEGRATED PEST MANAGEMENT PLAN (IPM) FOR POLLUTION PREVENTION AND SOURCE CONTROL OF PESTICIDES AND HERBICIDES; AND, A PUBLIC EDUCATION PROGRAM DESCRIBING METHODS TO REDUCE NON-POINT SOURCE POLLUTION. 35. A MINIMUM OF TWO OFF-STREET PARKING SPACES IS REQUIRED FOR EACH UNIT. 36. DEVELOPMENT ON BUCKSKIN HORSE WAY, MESTENGO DRIVE, AND AMERICAN PAINT WAY IS SUBJECT TO AN ALTERNATIVE METHOD OF COMPLIANCE 37. THE HYDRAULIC MODEL IS FROM THE CITY OF AUSTIN EFFECTIVE HYDROLOGIC MODEL FOR GILLELAND CREEK AND WAS UPDATED TO REFLECT NOAA (AMOC) AS REQUIRED AND APPROVED BY THE FIRE MARSHAL. ATLAS 14 RAINFALL DEPTHS. 38. THE 100 YEAR FLOODPLAIN IS CONTAINED WITHIN THE DRAINAGE EASEMENT SHOWN HEREON. A PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE 100 YEAR FLOODPLAIN OF ANY WATERWAY THAT IS WITHIN THE LIMITS OF STUDY OF THE FEDERAL FLOOD INSURANCE ADMINISTRATION FIRM PANEL #48453C0480J DATED AUGUST 18, 2014 FOR THE CITY OF AUSTIN OF TRAVIS COUNTY. 39. WATERWAY SETBACKS AS DEFINED BY THE LAND DEVELOPMENT CODE MAY BE LOCATED ON THIS PROPERTY. DEVELOPMENT IS LIMITED WITHIN WATERWAY SETBACKS. 40. EACH LOT WITHIN THIS SUBDIVISION SHALL HAVE SEPARATE SEWER TAPS, SEPARATE WATER METERS, AND THEIR RESPECTIVE PRIVATE WATER AND SEWER SERVICE LINES SHALL BE POSITIONED OR LOCATED IN A MANNER THAT WILL NOT CROSS LOT LINES. 41. SLOPES IN EXCESS OF 15 PERCENT EXIST ON BLOCK D, LOTS 1,2,7,8,9,10,11,12,33,34. BLOCK F, LOTS 1,2,5,6,11,12,13,14,15,16,17,18,19,26, AND 27. BLOCK G, LOTS 3,4,7,8,9,12, AND 13. BLOCK H, LOTS 1,5, AND 6. BLOCK I, LOTS 1,5,7,8,9,10,11,12,13,14, AND 15. BLOCK L, LOTS 12 AND 13. BLOCK K, LOTS 5 AND 6. BLOCK J, LOTS 1,2,3,4,5,6,7,8,9, AND 10. BLOCK M, LOTS 1,2,3,4,6,7,8,9,13,14,15,17,18,19,20,21,22,23, AND 24. Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved JONES, DEAN 4/25/2022 2:37 PM K:\AUS_CIVIL\069244519-WILDHORSE BLUE BLUFF\PHASE 1\CAD\PLAT\069244519-PL-SADDLERIDGESECT1 4.24.2022_JC.DWG 63.716 ACRES OF LAND LOCATED IN THE JAMES MANOR SURVEY NO. 39, THE ABSTRACT NO. 528, TRAVIS COUNTY, TEXAS AND BEING A PORTION OF THAT CERTAIN 652.489 ACRE TRACT CONVEYED TO HEART OF MANOR, LP, AS RECORDED UNDER DOCUMENT NO. 2007037703, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. APPLICATION DATE: SEPTEMBER 17, 2021 ___________ C8-2020-0033.1A Sheet No. 4 OF 4 04/25/20226 of 10B-19CITY OF AUSTIN –DEVELOPMENT SERVICES DEPARTMENT SUBDIVISION APPLICATION – MASTER COMMENT REPORT CASE NUMBER: UPDATE: CASE MANAGER: C8-2020-0033.1A U1 Jennifer Bennett PHONE #: 512-974-9002 PROJECT NAME: LOCATION: Saddle Ridge at Wildhorse Ranch 10621 BLUE BLUFF RD SUBMITTAL DATE: April 25, 2022 REPORT DATE: May 5, 2022 STAFF REPORT: This report includes all staff comments received to date concerning your most recent subdivision application submittal. The comments may include requirements, recommendations, or information. The requirements in this report must be addressed by an updated submittal. The subdivision application will be approved when all requirements from each review discipline have been addressed. If you have any questions, concerns or if you require additional information about this report, please contact your case manager at the phone number listed above or by using the contact information listed for each reviewer in this report. UPDATE DEADLINE INFORMATION (LDC 25-4-56; 25-4-82): All comments must be addressed by filing an updated submittal prior to the update deadline of May 31, 2022. Otherwise, the application will expire. If this date falls on a weekend or City of Austin holiday, the next City of Austin workday will be the deadline. Extension of Review Period, Extension of Update Deadline and Tolling of Application Period do not apply to applications for preliminary plan, plat or subdivision construction plans (LDC 25-1-88; 25-1-89; 25-1- 90). UPDATE SUBMITTAL INSTRUCTIONS (LDC 25-1-83): 1. Applicants must make an appointment with Intake Staff (974-1770) in order to submit an update. 2. Your update must include the following items: a. The revised plat/plan in pdf format b. A letter that addresses each comment in the master comment report 3. Updates must be submitted on an approved submittal date. Refer to the submittal calendar for a list of approved submittal dates. REVIEWERS: Planner 1 : Cindy Edmond Drainage Engineering : Kyle Virr Environmental : Pamela Abee-Taulli 911 Addressing : Jorge Perdomo Subdivision : Jennifer Bennett Water Quality : Kyle Virr 7 of 10B-19 Drainage Engineering Review - Kyle Virr - 512-974-2538 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. DE1 to DE3: CLEARED DE4: Fiscal arrangements are required for street, sidewalk, drainage, restoration, erosion controls and boundary street improvements [LDC 25-1-112]: In the City of Austin jurisdiction, fiscal surety is not collected for local streets and drainage. Please contact me to discuss what will need to be included in the fiscal estimate. Remember to include fiscal for sidewalks located next to greenbelts, open spaces, landscape areas, and other common areas. Please provide an engineer’s estimate of fiscal requirements for review and approval. U1: Pending confirmation of fiscal. Environmental Review - Pamela Abee-Taulli - 512-974-1879 PLAT NOTES [LDC 25-1, Article 4] EV 1-3 Cleared ESC FISCAL SURETY [LDC 25-1, Article 5; ECM Appendix S-1] EV 4 Provide a conceptual erosion & sedimentation control plan along with the fiscal estimate for erosion/sedimentation controls and revegetation based on ECM Appendix S-1. A conceptual ESC plan is necessary to assess the accuracy of the ESC fiscal estimate. ESC fiscal surety must be posted with the City of Austin prior to Plat approval. Additional fiscal posting might be required at the time of subdivision construction plan ESC review.  Sites with a limit of construction greater than one acre must include a $3000 per acre LOC clean-up fee in the fiscal estimate. [LDC 25-8, Subchapter A, Article 5; ECM Appendix S-1]  The revegetation line item quantity must equal the entire LOC area less any existing impervious cover proposed to remain and less proposed public streets and sidewalks. This is necessary in the event that construction ceases after vegetation has been removed from within the LOC. [LDC 25-8, Subchapter A, Article 5; ECM Appendix S-1] Comment pending. ESC fiscal is approved. For posting information, please contact the Fiscal U1 Office at FiscalSurety@austintexas.gov. Flood Plain Review - Katina Bohrer - 512-974-3558 Reviewer notes: Associated PA: C8-2020-0033PA, associated Prelim: C8-2020-0033. Both PA and Prelim approved. Entirety of Lot 1 Block E is drainage easement lot, plus there is a separate drainage easement for the floodplain (dedicated via this plat). Previously reviewed and approved floodplain uses Gilleland model updated with A14. It does not appear that the floodplain modeling was submitted with this application, but the floodplain report was supplied at CC1 and is contained in AMANDA. Notice to applicant: Applicant must remedy all compliance issues without creating additional compliance issues with the LDC and/or Criteria manuals. A response that fails to correct an issue, or which creates other issues does not comply with the LDC and is insufficient to address the comments. The comments provided describe an issue that must be remedied in order for the application to be approved. Any specific examples are provided as a courtesy and are not intended as an exhaustive list, especially as the site may be updated to have additional 8 of 10B-19compliance issues. Contact this reviewer if you have any questions katina.bohrer@austintexas.gov 911 Addressing Review - Jorge Perdomo - 512-974-1620 Update 1: All comments cleared. AD1: This plat review is Rejected; AD2: CHAMP TRL is a duplicate AD3: ZIP COCHISE WAY is missing the street type WAY in the plans. NOTE1: We noticed upon review this CHAMP CT is an active road name. Please reserve another name. §25-4-155 Update: 1 PARD / Planning & Design Review - Justin Stewart - 512-974-9475 PR1: Note #22 of Ordinance 20020214‐028 requires the dedication of 171.2 acres of parkland prior to first final plat of any D parcel, however PARD is requesting the postponement of dedication until a later date. PARD approves. Subdivision Review - Jennifer Bennett - 512-974-9002 SR 1-8: CLEARED SR 10-16: CLEARED SR 9. Ensure that the subdivision boundary line is the boldest line. Lot lines and ROW lines should be less bold. (LDC § 25-1-83) UPDATE 1: It still looks the same. The ROW lines appear as bold as the subdivision boundary line. SR 17. Update “Dana Debeauvoir” (she retired) to “Rebecca Guerrero” (new Interim County Clerk) in the County Clerk recordation block. (LDC § 25-1-83) UPDATE 1: The first line still says Dana Debeauvoir SR 18. Please prepare a City of Austin Subdivision Construction Agreement and get in contact with the Fiscal Surety Office. The City’s SCA will be recorded with the plat and the document number will be included in a place holder in Plat Note 29. (LDC § 25-1-83, 25-4-38, 25-4-84) UPDATE 1: Pending SR 19. FYI: All review fees must be paid prior to plat approval. Fiscal can be posted 90 days after full approval of the plat. SR 20. FYI: Original current (crimped) tax certificates showing all taxes having been paid for the past year must be provided at the time the plat is cleared for approval. These tax certificates are available from the Travis County Tax Office at 5501 Airport Boulevard, and must be ordered two (2) days 9 of 10B-19prior to receipt. Tax receipts or other information in-lieu of certificates cannot be substituted. Travis County will NOT record the plat without them. SR 21. FYI: After all comments have been cleared, please send the mylar (with original signatures and seals) of the plat, recording fee check, and tax certificates (original) to this reviewer. Delivery instructions and recording fee will be provided once all comments from reviewers have been cleared. Water Quality Review - Kyle Virr - 512-974-2538 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. WQ1 to WQ2: CLEARED WQ3: Provide a water quality plan using the assumed impervious cover as described in Land Development Code Section 25-8-64. Include all items specified in the Subdivision Application Packet, Page 17. Runoff from all new impervious cover should be routed to WQ controls. U1: It appears that additional rain gardens have been added in order to treat new IC in the coves. Please provide an exhibit which shows what areas are draining to each WQ control. WQ4: The City maintains all water quality controls for single-family subdivision. All water quality controls to be City maintained must meet the maintenance and access requirements of DCM 1.2.4(E). Please demonstrate the plan provides the necessary space within the designated easements to meet the requirements of this section. U1: Please reach out to Matt Boger with WPD to verify compliance with this requirement. Site Plan Plumbing - Cory Harmon - 512-974-2882 The proposed final plat (C8-2020-0033.1A) is approved from a plumbing code perspective. APPROVED End of report 10 of 10B-19