29 SPC-2023-0430C - Covered Bridge Amenity Center; District 8 Staff Report Part 5

Planning Commission – March 25, 2025

29 SPC-2023-0430C - Covered Bridge Amenity Center; District 8 Staff Report Part 5 — original pdf

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B L O C K A C O V E R E D B R I D G E S U B D I V I S I O N , L O T 4 , I N S T . # 2 0 0 4 0 0 1 0 0 O . P . R . T . C . T . S E C T I O N 8 W W L O C W W L O C W W L O C W W W W L O C W W CO W W RIM=914.0' NOT INVERTED PER CLIENT REQUEST 1 / 2 " R E B A R W W CO W W R A B E R " 2 / 1 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 49, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. T80542 T80543 LSL WROUGHT IRON FENCE AROUND THE WATER C QUALITY POND TO MATCH THE FENCING O L AROUND THE SWIMMING POOL. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. PROVIDE A 12'-0" WIDE DBL SWING ACCESS GATE. REFER TO GATE DETAIL - DBL SWING ON SHEET 11. COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. T80541 F P S S F P E E E Z E E E E R R M O U N D D H N A D D A H A X C O L 1/2" REBAR Z O M N A E X B L O C K A C O V E R E D B R I D G E S U B D I V I S I O N , L O T 3 , I N S T . # 2 0 0 4 0 0 1 0 0 O . P . R . T . C . T . S E C T I O N 8 60D NAIL SET WITH LATH PER CLIENT W W W W W W W W W W W W W W W W ( X 3 ) L O C W W C O N D U I T B O X 9 " X 9 " L O C B A S K E T B A L L P O L E W W C O L O C L P T80532 L O C E 1 L 5 ' E C T W A R S I T C E W A E A S T E R E M E & N T W W " C H A P A R R A L B O U N D A R Y " 1 / 2 " R E B A R W W W W W W C O L LP CO W W L O C TBM #2 MNS "JPH BENCHMARK" 920.69' W W W W C O L T80544 5 / 8 " R E B A R W W W W T80531 L O C L O C W W W W DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. P L C O L T B M # 1 M N S J P H B E N C H M A R K " 9 2 2 . 4 1 ' " C O L W W W W L O C L O C T80533 L O C T80534 L O C L O C L O C BRICK LSL BIKE RACK CONCRETE IV (X2) T O P = 9 2 2 . 3 ' P L A S T I C S W = 9 2 1 . 7 '' D E P T H = - 0 . 6 ' G I L O C F L 3 " B R I C K ( X 2 ) S I G N " H A N D I C A P " L O C B R I C K C O ( X 2 ) I V F I N I S H E D F L O O R 9 2 3 . 4 ' U N K N O W N U T I L I T Y 0 . 8 ' X 0 . 8 ' I V T80538 L O C LOC LOC T80537 LSL C O L LOC IV UV 1/2" REBAR CONDUIT BOX (X2) 7.5" X 7.5" TOPOGRAPHIC SURVEY LIMITS PER CLIENT T80540 CONDUIT CONCRETE RIM=915.9' DEPTH=-4.2' FL 18" RCP NE= 911.7' C O VERE R A B E 1/2" R CONCRETE IV C O VERE DRAINAGE EASEMENT DOC. NO. 200400100 0 0 1 0 0 4 0 0 N 8 TIO C E N, S K A DIVISIO C O O.P.R.T.C.T. L T 1, B B U T.# 2 E S O G L S RID IN D B E R E V O C W W W W T O P = 9 2 2 . 2 ' D E P T H = - 0 . 6 ' G I F L 3 " P L A S T I C S W , C O L N E = 9 2 1 . 6 ' S E , T80530 C O L S L L L O C 60D NAIL SET WITH LATH PER CLIENT C O L C O L 923 C O L E A E A M E N R F O Z E P E X N A O M D Z E R F E D E A P H S C O L LOC 60D NAIL SET WITH LATH PER CLIENT L O C LSL L O C PET WASTE STATION C O N D U I T B O X X 7 . 5 " 7 . 5 " LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. SIGN "PARK RULES' L O C 924 SPORT COURT 7200 SF WOOD DECK FINISHED FLOOR L 925.2' O C LSL BRICK L S L CONCRETE T80552 T80550 T80553 T80551 WOOD SHED C LO ROCK W W E N O D X Z A M R FE E D PE A SH E A E A M R FE N O Z PE R A B E 1/2" R W W LOC C O L 60D NAIL SET WITH LATH PER CLIENT C O L 60D NAIL SET WITH LATH PER CLIENT 1/2" REBAR W W W W W W C O L L D BRID O V O G O T 46, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 2 L D BRID O V O O G T 45, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 LSL ( X 2 ) C O N D U I T B O X X 7 . 5 " 7 . 5 " IV (X2) R A B E 1/2" R C O VERE L D BRID O V O O G T 44, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 FEMA 100 YR FLOODPLAIN FEMA 500 YR FLOODPLAIN EXIST. DRAINAGE EASEMENT EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR PROP. MINOR CONTOUR FLOW ARROW LOC LOC LIMITS OF CONSTRUCTION N S Z H P O E N R F E E A A D P E D R F Z E E M A E O M N A E X W W W W 0 15' 30' 60' Scale: 1" = 30' 10' ELECTRIC ESMT. (DOC #2001165855) " Y R A D N U O B D R A W 4 " L I A N G A M " + " E 4 M M RIV E D T G A L RID G. 1 R P E 2, P 4' R.O.W. P D B L. 1 O E V R E V O C 6 0 P.R.T.C.T. LEGEND THE CITY OF AUSTIN VOL. 13117, PG. 759 CALLED 15.741 ACRES D.R.T.C.T. W W W W 1/2" REBAR W W 60D NAIL SET WITH LATH PER CLIENT W W W W W W C O L C O L TOPOGRAPHIC SURVEY LIMITS PER CLIENT L O C SPORT COURT 5640 SF T80558 T80557 T80556 L O C L O C LOC L O C L O C L O C L O C L O C T80548 T80549 L O C L O C T80555 T80554 C O L A IL 60 D N C O VERE L D BRID O V O G O T 24, BL E SU L. 102, PG. 16 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 3 W W W W W W W W W W R A 1/2" R E B W W T80545 T80546 T80547 R A B E 1/2" R C O VERE L D BRID O V O G O T 43, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 2 C O VERE L D BRID O V O O G T 42, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 C O VERE L D BRID O V O O G T 41, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 C O VERE L D BRID O V O O G T 40, BL E SU L. 102, PG. 16 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 3 N A L P G N D A R G I I E G D R B D E R E V O C R E T N E C Y T I N E M A DATE 08-05-2024 PROJECT ADDRESS 6820 COVERED BRIDGE DR. DESIGNED BY CHECKED BY RDP SDK S N O I S I V E R L A V O R P P A N O I T P I R C S E D . O N . 1 . 2 . 3 . 4 . 5 . 6 10 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 815 of 17C O V E R E D B R I MORTARED STONE WALL. TOP ELEV = 917.8 6" THREADED C.O. 2.03' 6" PIPE (SCH 40 PVC) CONCRETE FOOTING (SEE DETAIL) 3"-5" GRAVEL LAYER. 1 2" - 1- 1 2" ROUNDED RIVER GRAVEL Mortared Stone Wall T/W = 917.8 916.8 #3 @ 12" O.C.E.W. Mortared Stone Wall Concrete Footing 0 2.5' 5' 10' Scale: 1" = 5' T/W = 917.8 WQE = 917.1 Gabion 915.1 Grass 915.5 2.0% slope Stone Riprap (4"- 6" Diam.) SEDIMENTATION CHAMBER 1 2" PEA GRAVEL WRAPPED IN GEOTEXTILE FABRIC POND BOTTOM 1 4" DIAM. HOLE @24" O.C. 4" PIPE (SCH 40 PVC) PERFORATED PIPE DETAIL 4" THREADED C.O. STONE RIPRAP (4" - 6" DIAM.) TOP OF GABION = 916.6 I FILL GABION W/ 6" - 8" DIAMETER STONE D G E N S T 915.1 O . . P # . R 2 . 0 T 0 BOTTOM OF GABION = 914.3 S U B D SLOPE BOTTOM @ O.5% 913.4 GEOTEXTILE FABRIC TOP OF SAND = 914.9 WQE = 917.1 " 6 " 6 " 8 1 FILTRATION CHAMBER . C . 4 12" MINIMUM 0 LENGTH I V 0 I 8" T . S " 6 I STONE FOR WALL 1 0 0 USE WHITE NATIVE LIMESTONE 4" PERFORATED PIPE @ 0.5% (SCH 40 PVC) 4" PIPE (SCH 40 PVC) 4" @ 12" O.C. 3 - #4 CONTINUOUS " 8 " 2 " 6 6" 12" 18" CONCRETE FOOTING #4X18"X18" @ ALL CORNERS 0 2.5' 5' 10' Scale: 1" = 5' LEGEND FEMA 100 YR FLOODPLAIN FEMA 500 YR FLOODPLAIN EXIST. DRAINAGE EASEMENT EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR PROP. MINOR CONTOUR LIMITS OF CONSTRUCTION FLOW ARROW LOC LOC N A L P D N O P Y T I L A U Q R E T A W I E G D R B D E R E V O C R E T N E C Y T I N E M A NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF AUSTIN REGULATIONS IN EFFECT AS OF JUNE 27, 1978 AND THE RESTRICTIVE COVENANT FILED IN VOLUME 10028, PAGE 356 OF THE DEED RECORDS OF TRAVIS COUNTY, TEXAS. THE WQ VOLUME IS CALCULATED TO PROVIDE TREATMENT FOR THE CURRENT PROPOSED WORK (TOTAL 13,013 SF) AS WELL AS FOR ADDITIONAL, FUTURE IMPERVIOUS COVER FOR A COMMUNITY CENTER BUILDING, SIDEWALK, AND ADDITIONAL PARKING. MAXIMUM FUTURE ADDITIONAL IMPERVIOUS COVER OF 5,588 SF MAY BE TREATED BY THE PROPOSED POND (18,601 TOTAL IC TREATED). 1 E T O N E E S L I A R P O T 2 E T O N E E S R E T S U L A B L I A R M O T T O B 3 E T O N E E S m m 9 8 ) " 2 1 3 ( 50 mm (2") NOMINAL DIA. DOUBLE-EXTRA STRONG STEEL PIPE 0.31 mm ( 16") 5 150 mmX150 mmX13 mm 1 (6"X6"X 2") STEEL PLATE MOUNT TO POURED CONCRETE BASE WITH 4- 13 mm X 250 mm 1 2" X 10") ( ANCHOR BOLTS (STAINLESS STEEL) m m 3 X m m 2 3 X m m 2 3 - L I A R P O T . 1 : S E T O N CL 1 ) " ( 2 m m 3 1 - R E T S U L A B . 2 1 ) " 8 X " 4 11 X " 4 1 1 ( E B U T L E E T S R A B L E E T S m m 3 X m m 2 3 X m m 2 3 - L I A R M O T T O B . 3 1 ) " 8 X " 4 11 X " 4 1 1 ( E B U T L E E T S m m 9 8 ) " 2 1 3 ( R A E L C m 6 . 1 ) " 4 -1 5 ( ' . P Y T CL CL CL ) " 4 ( m m 0 0 1 B I K N R H S N O N - ) " 1 ( m m 5 2 I T U O R G C L L A T E M N O N - E S A B G N L E V E L I A L I A T E D E E S 4 F O 2 T E E H S m m 0 5 1 . I N M ) " 6 ( D E C A P S Y L L A U Q E I S E T ) 3 # ( M 5 - 4 H T W I S R A B L A C T R E V I ) 5 # ( M 5 1 - 4 A 1 . X A M . . C O ) " 4 ( m m 0 0 1 Y L N E V E E C A P S - S R E T S U L A B 3 ) ( " 2 m m 9 8 D E E C X E O T G N N E P O O N H T W I I I D E P W D N A H . I M E T S Y S Y A R P S L L U F A G N S U D E S A E R G E D E B L L A H S S T N E N O P M O C , I I G N T N A P O T R O R P 1 . I S T N E N O P M O C , I I G N T N A P O T R O R P D N A I , I G N S A E R G E D G N W O L L O F I . E L B A T P E C C A T O N S I I G N N A E L C I N O T A V E L E L I A R D N A H N A R T S E D E P I : I S E T O N H S N F L I A R D N A H I . N E V O G N K A B I , A N I I D E R D E B L L A H S I D U Q I L . T A O C R E D W O P D E I L P P A Y L L A C T A T S O R T C E L E I , E E R F - D A E L , I C X O T - N O N E B L L A H S T N A P E H T I . 2 N E V O N A N I D E R U C E K A B E B L L A H S T N A P E H T I . E L B A T P E C C A T O N S I I N O T A C I L P P A E P Y T P D R O Y A R P S I . I - D E R D R A T O N I , M E T S Y S L I A T E D E S A B E T E R C N O C R E P D E L L R D I I R E T E M A D I . I I I R E P R O F S E P O L S E D S E L B A T S E D V O R P O T Y R A S S E C E N S A G D D N A H L L A H S R O T C A R T N O C I ) " 2 1 ( I I m m 0 0 3 M U M N M T A H T H C U S E T E R C N O C H T W D E L L I F E B L L A H S N O T A V A C X E E R T N E I I I I I D E T A N G S E D R O R E E N G N E Y F T O N L L A H S R O T C A R T N O C I . I D E N A T N A M S I I T N E M E C R O F N E R H T W I I . I N O T A V R E S B O R O F N O T A L L A T S N I I F O E C N A V D A N I I S R U O H 8 4 E V T A T N E S E R P E R : E T O N . I A D ) " 2 1 ( m m 0 0 3 . I N M ' 5 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY KERI JUAREZ PEDESTRIAN HANDRAIL PEDESTRIAN HANDRAIL 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 1 OF 4 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 2 OF 4 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY KERI JUAREZ B. CAP SECTION R U O P R E V O E T E R C N O C R O I L L F T C E L E S D E T C A P M O C ) I S E D S H T O B . P Y T ( Y R A S S E C E N F I D N U O R G G N T S X E I I I D E C R O F N E R O T E G A M A D I D O V A O T ) " 0 3 ( m m 0 5 7 L L A W G N N A T E R I I P E E D ) " 4 2 ( m m 0 0 6 D E E C X E T O N O D 25 mm (1") NON-SHRINK NON-METALLIC GROUT LEVELING BASE BALUSTER BOTTOM RAIL 2") 150 mmX150 mmX13 mm 1 (6"X6"X STEEL PLATE MOUNT TO POURED CONCRETE WALL WITH 4- 13 mm X 250 mm 1 ( ANCHOR BOLTS (STAINLESS STEEL) 2" X 10") WALL WALL MOUNTING DETAIL NOTE: BASEPLATES SHALL NOT SPAN EXPANSION JOINTS. DATE 08-05-2024 PROJECT ADDRESS 6820 COVERED BRIDGE DR. DESIGNED BY CHECKED BY RDP SDK A. BASE PLATE DETAIL 73 mm 7 ( 2 8") 10 mm 3 8") ( 6 mm 1 4") ( m m 1 1 9 1 R ) " 2 7 ( EASE EDGES 1 16") 1.6 mm ( MILLED STEEL CAP 50 mm (2") NOMINAL DIA. DOUBLE-EXTRA STRONG STEEL PIPE S N O I S I V E R L A V O R P P A N O I T P I R C S E D . O N . 1 . 2 . 3 . 4 . 5 . 6 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY KERI JUAREZ PEDESTRIAN HANDRAIL PEDESTRIAN HANDRAIL 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 3 OF 4 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 4 OF 4 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY KERI JUAREZ 11 OF 13 SPC-2023-0430C W W W W W W L O C W W L O C W W L O C W W W W REFER TO STEEL PLATE FLUME DETAIL SHEET 12 L O C W W T80538 L O C T80544 T80537 EXISTING DRIVEWAY FLOWS ARE INTERCEPTED BY THE CURB CUT FLUME L O C HDPE @ 9.23% L S L L O C L O C L O C L O C L O C L O C L O C L O C REFER TO INSERT A THIS SHEET FOR WATER QUALITY POND & DETAILS T80543 T80542 V I L O C L O C LOC LOC LOC 12' DBL SWING ACCESS GATE. REFER OF DETAIL THIS SHEET. LOC LOC LOC L S L LOC LOC LOC LOC L O C W W L O C O C W W W W W W L O C W W L O C W W W W W W L O C STA 1+00.00 SSL 'B' OUTFALL FROM FILTRATION CHAMBER 6" FL=913.06 W W W W 5.85' of 6" SCH 40 PVC @ 1.00% W W L O C W W L O C W W L O C W W STA 1+05.85 SSL 'B' 4' MH 6" FL IN=913.00 6" FL OUT=912.40 W W 19.18' of 6" W SCH 40 PVC @ 2.00% W LOC STA 1+25.02 SSL 'B' CONNECT TO EXIST. 24" SSL W SEE DETAIL THIS SHEET W 24" RCP FL=906.4 LOC W W P E R C L I E N T S U R V E Y L I M I T S T O P O G R A P H I C ONCE THE WATER QUALITY POND AND FLUME ARE FULL AND WATER QUALITY VOLUME T80541 MET, RUNOFF FLOWS CONTINUE ALONG THE EXISTING CURB TO THE EXISTING LOWEST POINT IN THE DRIVE WHERE AN EXISTING INLET CONVEYS FLOW TO THE EXISTING STORMWATER MANHOLE. N 0 5' 10' 20' Scale: 1" = 10' WATER QUALITY POND PLAN C O V E R E EXISTING INLET @ LOW POINT IN EXISTING DRIVEWAY. REFER TO PROPOSED DRAINAGE AREA MAP SHEET 8. D B R I V L D O O G L. 1 T 4 E S 8, B U 2, P B 0 D L I V O C I S I O K D P.R.T.C.T. G. 1 4 N, S E C T I O N 2 O N , S E C T 6" PIPE @ 1.00% (SCH 40 PVC) FILTRATION CHAMBER I O N 48" DIAM. CONCRETE M.H. W/ 30" DIAM. C.I. RING & COVER 8 6" PIPE @ 2.0% (SCH 40 PVC) MORTARED STONE WALL LABELED "STORM SEWER" (TOP = 916.0) EXIST. 24" RCP APPROX. FLOW LINE 24" RCP = 906.40 6" PIPE = 913.0 REMOVABLE PVC CAP W/ 11 16" DIAMETER HOLE @ FLOW LINE 6" PIPE 912.4 CORE HOLE IN TOP OF EXIST. 24" RLP. APPLY SILICONE CAULK BETWEEN EDGE OF HOLE & 8" PIPE CEMENT GROUT 6" PIPE (SCH 40 PVC) 48" CONC. M.H. EXIST. 24" RCP APPROX. F.L. = 906.40 INVERT 912 .8 x DETAIL FOR CONNECTION TO EXISTING 24" RCP O C W W W W W W W W x 912.8 x 912 .7 x x 9 1 2 . 7 x 912 .7 9 1 2 . 7 x x 912 .8 x 912.5 912.4 912 .8 xxx x 912 .8 912.8 6" PIPE FL IN=913.0 6" PIPE FL OUT=912.4 6" PIPE @ 2.0% SCH 40 PVC MANHOLE BOTTOM DETAIL W W W W R E P D E T R E V N I T O N T S E U Q E R T N E I L C ' 0 . 4 1 9 = M I R WW 3-2.25' OPENINGS T/W = 917.8 MINIMUM CONCRETE FLUME FLOW X 916.8 X 916.8 X 916.8 916.7 X 916.7 X 916.7 X X 916.7 X X 915.5 915.5 STONE RIPRAP (3' WIDE) (4"-6" DIAM) TYP STONE WALL TOP OF WALL =917.8 (TYP) TYP. 4" C.O. 915.1 X X 915.1 C O V E R E TOP OF SAND = 914.9 INSERT A 10' 20' Scale: 1" = 10' GABION (3' WIDE,6"-8" DIAM, STONE) STONE RIPRAP (3' WIDE) (4"-6" DIAM.) TYP. 4" PERFORATED PIPE (SCH 40 PVC) 6" C.O. 0 5' 6" SOLID PIPE (SCH 40 PVC) SCOPE = 1.0 % D B R I V D O G L. 1 E S P.R.T.C.T. 0 2, P G. 1 4 I S I O U B D I V N, S E C T I O N 2 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 816 of 17CENTERLINE OF WILLIAMSON CREEK N 0 25' 50' 100' Scale: 1" = 50' LEGEND ZONE BOUNDARY EXIST. CONTOUR PROP. CONTOUR LOC LIMITS OF CONSTRUCTION EXHIBIT B - RESTRICTIVE COVENANT, VOL 10028, PG (SCALE: N.T.S.) 2' 2 2 B L O C K A C O V E R E D B R I D G E S U B D I V I S I O N , L O T 4 , I N S T . # 2 0 0 4 0 0 1 0 0 O . P . R . T . C . T . S E C T I O N 8 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 49, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. RIM=914.0' NOT INVERTED PER CLIENT REQUEST PUD-NP B L O C K A C O V E R E D B R I D G E S U B D I V I S I O N , L O T 3 , I N S T . # 2 0 0 4 0 0 1 0 0 O . P . R . T . C . T . S E C T I O N 8 E 1 L 5 ' E C T W A R S I T C E W A E A S T E R E M E & N T L O C L O C MF-1-NP C O L W W C O L COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. PROPOSED WQ POND REFER TO SHEET 11 C O L 10' ELECTRIC ESMT. (DOC #2001165855) L O C L O C L O C LOC C O L L O C L O C L O C E 4 M M RIV E D T G A L RID G. 1 R P E 2, P 4' R.O.W. P D B L. 1 O E V R E V O C 0 6 P.R.T.C.T. UV RIM=915.9' DEPTH=-4.2' FL 18" RCP NE= 911.7' C O VERE L D BRID O V O G O T 46, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 C O L D BRID VERE EXISTING POOL, POOL DECKING, & RESTROOM BLDG. VERE C O V O O L O G T 45, B E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 L D BRID O V O L O G T 44, B E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE MF-1-NP CTIO N 2 DRAINAGE EASEMENT DOC. NO. 200400100 PUD-NP 0 0 1 0 0 4 0 0 N 8 TIO C E N, S K A DIVISIO C O O.P.R.T.C.T. L T 1, B B U T.# 2 E S O G L S RID IN D B E R E V O C DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. C O L L O C L O C E A E A M E N R F O Z E P E X N A O M D Z E R F E D E A P H S C O L C O L C O L LOC LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. L O C C O L MF-1-NP SPORT COURT 7200 SF L O C L O C L O C L O C L O C C O L SF-6-NP THE CITY OF AUSTIN VOL. 13117, PG. 759 CALLED 15.741 ACRES D.R.T.C.T. C O L C O L L O C L O C SF-6-NP SPORT COURT 5640 SF LOC L O C L O C L O C C O VERE SF-6-NP SF-6-NP C O VERE L D BRID O V O O G T 43, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 C O VERE L D BRID O V O G O T 42, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 2 L D BRID O V O L O G T 24, B E SU L. 102, PG. 16 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 3 C O VERE L D BRID O V O L O G T 41, B E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 2 SF-6-NP C O VERE L D BRID O V O G O T 40, BL E SU L. 102, PG. 16 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 3 I T I B H X E L A T N E M N O R V N E I I E G D R B D E R E V O C R E T N E C Y T I N E M A DATE 08-05-2024 PROJECT ADDRESS 6820 COVERED BRIDGE DR. DESIGNED BY CHECKED BY RDP SDK S N O I S I V E R L A V O R P P A N O I T P I R C S E D . O N . 1 . 2 . 3 . 4 . 5 . 6 13 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 817 of 17