29 SPC-2023-0430C - Covered Bridge Amenity Center; District 8 Staff Report Part 4

Planning Commission – March 25, 2025

29 SPC-2023-0430C - Covered Bridge Amenity Center; District 8 Staff Report Part 4 — original pdf

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T A L P L A N I F 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 AW 4 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 89 of 17 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 " 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 CO W W TBM #2 MNS "JPH BENCHMARK" 920.69' LP W W W W W W CO W W W W W W D O L LOD T80544 LOD LSL L O D COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 49, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. INSTALL: 109 LF SILT FENCE W W 1 / 2 " R E B A R W W CO W W R A B E R " 2 / 1 RIM=914.0' NOT INVERTED PER CLIENT REQUEST MF-1-NP Z O S H A D 0 15' 30' 60' COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. P F S F P E E E E E E E R R M D H N N A U D D A M X Z O N A E X Scale: 1" = 30' 64' ROW 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 60D NAIL SET WITH LATH PER CLIENT W W W W W W 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 W W T80532 T80538 W W W W ( X 3 ) W W C O N D U I T B O X 9 " X 9 " B A S K E T B A L L P O L E W W W W C O W W L P W W T80533 W W DEMO: 16 LF SIDEWALK 16 LF CURB & GUTTER IV T80539 T80541 1/2" REBAR LSL 1/2" REBAR CONDUIT BOX (X2) 7.5" X 7.5" TOPOGRAPHIC SURVEY LIMITS PER CLIENT T80540 C O VERE T80534 BRICK T80537 UV LSL CONDUIT CONCRETE RIM=915.9' DEPTH=-4.2' FL 18" RCP NE= 911.7' BIKE RACK CONCRETE IV (X2) T B M # 1 M N S J P H B E N C H M A R K " 9 2 2 . 4 1 ' " 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 F L 3 " B R I C K ( X 2 ) S I G N " H A N D I C A P " 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 W W W W T80542 T80543 R A B E 1/2" R 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 " Y R A D N U O B D R A W 4 " L I A N G A M 10' ELECTRIC ESMT. (DOC #2001165855) 60' R 1 0 ' ( B E O C M ) 4 M 2 F - 5' F 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. R10' (B O C) " + " 5 / 8 " R E B A R W W W W W W W W DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. (30,885 S.F. / .71 ACRES ) T80531 P 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 N E = 9 2 1 . 6 ' S E , 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 , T80530 L S L 60D NAIL SET WITH LATH PER CLIENT CONCRETE IV C O VERE 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 MF-1-NP L D BRID O EXIST. ACCESS GATE G V O B O C T 46, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. NO CHANGES REQ'D TO EXIST. DRIVEWAY & ACCESS GATE. REFER TO SITE PLAN PERMIT #SPC-02-0033C N, SE FOR DRIVEWAY INSTALLATION REQUIREMENTS. CTIO N 2 L D BRID O V O G O T 45, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 N, SECTIO N 2 64' R O W 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 W W W W W W 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 1/2" REBAR W W W W 60D NAIL SET WITH LATH PER CLIENT 60D NAIL SET WITH LATH PER CLIENT LSL PET WASTE STATION C O N D U I T B O X X 7 . 5 " 7 . 5 " 60D NAIL SET WITH LATH PER CLIENT LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. MF-1-NP WOOD DECK FINISHED FLOOR 925.2' SIGN "PARK RULES' LSL BRICK L S L CONCRETE T80552 T80550 T80553 T80551 WOOD SHED ROCK TOPOGRAPHIC SURVEY LIMITS PER CLIENT T80558 T80557 T80556 T80548 T80549 T80554 T80555 SF-6-NP 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 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 SF-6-NP 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 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 SF-6-NP 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 2 Tree Table Tree Table Point Size & Species Point Size & Species 80547 80548 80549 80550 80551 80552 80554 80555 80556 80557 80558 8" CEDAR ELM 13" OAK 12.5" CEDAR 31" OAK 19" OAK 14" SPANISH OAK 10" CEDAR 15" OAK 21" OAK 18" OAK 80530 9" OAK 80531 12" OAK 80532 10.5" OAK 80533 16" OAK 80534 80537 80538 80539 80540 80541 80542 80543 16" OAK 9" OAK 8" OAK 11" OAK 13" OAK 17" OAK 11" OAK 80544 10.5" OAK 80545 8" CEDAR ELM 80546 9" CEDAR NOTES: 1) A PRECONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR IS REQUIRED PRIOR TO ANY SITE DISTURBANCE. WW WW EXIST. WASTEWATER LINE EXISTING LEGEND 100 YR FLOODPLAIN EXIST. DRAINAGE EASEMENT EXIST. METAL FENCE EXIST. WATER LINE EXIST. IRRIGATION VALVE EXIST. CLEANOUT EXIST. LIGHT POLE IV CO LP LSL LEGEND 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 EXIST. SIDEWALK LIGHT . 1 . 2 . 3 . 4 . 5 . 6 EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR PROP. MINOR CONTOUR DEMOLITION TREE TO REMAIN TREE TO REMOVE SILT FENCE ZONING BOUNDARY Slopes Table Number Minimum Slope Maximum Slope Color AREA (AC) 1 2 3 0.00% 10.00% 20.00% 10.00% 20.00% 10000.00% 3.15 0.63 0.59 AW 5 OF 13 SPC-2023-0430C SF-6-NP W W SF-6-NP 9.5" OAK 80553 20.5" OAK (M) 14.5", 11.5" 9" CEDAR (M) 6", 6" LOD LOD LOD LOD LOD LIMIT OF DEMOLITION N A L P N O I T I L O M E D & E T I S G N I T S I X E 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 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 810 of 17 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. SILT FENCE IS INSTALLED IN THE DEMO PHASE, REFER TO SHEET AW 5 W W RIM=914.0' NOT INVERTED PER CLIENT REQUEST W W L O C W W W W L O C W W CO W W L O C W W L O C W W CO W W C O L INSTALL: 102 LF TREE PROTECTION T T T80542 T80543 T T T T LSL C O L T80541 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. N W W W W 0 15' 30' 60' Scale: 1" = 30' 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 W W CO W W L O C W W W W C O L LP W W W W C O L T80544 W W W W L O C W W W W L O C W W W W W W C O L O C L P T80532 L O C W W W W L O C T80533 L O C L O C C O ( X 2 ) L O C ( X 2 ) S I G N " H A N D I C A P " T80534 L O C L O C L O C LSL IV (X2) L O C I V I V DRAINAGE EASEMENT DOC. NO. 200400100 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 W W W W W W W W W W T80531 L O C L O C 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 W W W W DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. (30,885 S.F. / .71 ACRES ) P L C O L C O L C O L T80530 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 INSTALL: 204 LF SILT FENCE W/ J-HOOKS AS NEEDED 100' O.C. C O L C O L C O L 923 CONCRETE WASHOUT. SEE DTL. SHT. 12 C O L S L L L O C L O C LSL L O C LSL C O L T80538 L O C LOC LOC T80537 LOC IV UV T80540 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, SE CTIO N 2 L D BRID O V O G O T 45, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 IV C O VERE LSL IV (X2) 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 W W W W C O L W W W W W W INSTALL: 47 LF SILT FENCE W/ J-HOOKS AS NEEDED 100' O.C. W W LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. 924 SIGN "PARK RULES' L O C LOC C O L T80552 T80550 LSL L S L W INSTALL: W 85 LF SILT FENCE C O L 4 2 9 SPORT COURT 7200 SF 9 2 4 STAGING & STORAGE/ SPOILS AREA T80553 T80551 L O C C LO W W C O L THE CITY OF AUSTIN VOL. 13117, PG. 759 CALLED 15.741 ACRES D.R.T.C.T. W W W W W W W W W W W W W W W W W W C O L TOPOGRAPHIC SURVEY LIMITS PER CLIENT L O C SPORT COURT 5640 SF L O C L O C L O C L O C INSTALL: 40 LF SILT FENCE T80558 T80557 T80556 T T T T T T C O L T L O C LOC L O C T T T L O C T80548 T80549 L O C L O C T80555 T80554 INSTALL: 102 LF TREE PROTECTION 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 T80545 T80546 T80547 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 10' ELECTRIC ESMT. (DOC #2001165855) 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 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 SILT FENCE - SEE DTL SHT 12 LOC LOC IP IP IP IP IP IP IP IP INLET PROTECTION - SEE DTL SHT 12 TREE PROTECTION - SEE DTL SHT 12 NOTES: 1) IF DISTURBED AREA IS NOT TO BE WORKED FOR MORE THAN 14 DAYS, DISTURBED AREA NEEDS TO BE STABILIZED BY REVEGETATION, MULCH, TARP, OR REVEGETATION MATTING. [ECM 1.4.4.B.3, SECTION 5.1] 2) ENVIRONMENTAL INSPECTOR HAS THE AUTHORITY TO ADD AND/OR MODIFY EROSION/SEDIMENTATION CONTROLS ON SITE TO KEEP PROJECT IN COMPLIANCE WITH THE CITY OF AUSTIN RULES AND REGULATIONS. [LDC 25-8-182] 3) CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES DURING SITE CONSTRUCTION SUCH AS IRRIGATION TRUCKS AND MULCHING AS PER ECM 1.4.5(A), OR AS DIRECTED BY THE ENVIRONMENTAL INSPECTOR. 4) THE CONTRACTOR WILL CLEAN UP SPOILS THAT MIGRATE ONTO THE ROADS A MINIMUM OF ONCE DAILY. [ECM 1.4.4.D.4] 5) PER LDC 25-8-323(C), FOR AREAS ON THE SITE THAT ARE TO REMAIN PERVIOUS AFTER DEVELOPMENT, ANY SOILS THAT ARE COMPACTED DURING SITE GRADING AND CONSTRUCTION MUST BE DECOMPACTED IN COMPLIANCE WITH THE ECM AND IN COMPLIANCE WITH SSM 661S. 6) ONLY RUBBER-TIRED EQUIPMENT IS ALLOWED WITHIN THE CWQZ AND FLOODPLAIN. NO TRACK EQUIPMENT IS ALLOWED. 7) CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY SEDIMENT TRANSPORTED FROM THE LOC TO THE OFFSITE DETENTION/WATER QUALITY POND(S). N A L P L O R T N O C N O I T A T N E M D E S & N O I S O R 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 6 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 811 of 17 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 9 1 8 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. 9 1 6 UV 920 E1 E2 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 VERE L D BRID O V O G O T 45, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SECTIO N 2 W W 10' ELECTRIC ESMT. (DOC #2001165855) 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. COA 100 YR FLOODPLAIN COA 100 YR FLOODPLAIN FEMA 100 YR FLOODPLAIN PROP. DRAINAGE EASEMENT DOC. NO. ____________ (9,189 S.F. / 0.211 ACRES) FEMA 100 YR FLOODPLAIN COA 100 YR FLOODPLAIN 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 8 916 DRAINAGE EASEMENT DOC. NO. 200400100 918 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 DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. 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 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 920 LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. THE CITY OF AUSTIN VOL. 13117, PG. 759 CALLED 15.741 ACRES D.R.T.C.T. 2 2 9 4 2 9 COA 100 YR FLOODPLAIN 0 3 9 0 4 9 9 5 0 C O VERE 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 44, B E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B N, SE CTIO N 2 920 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, SECTIO N 2 930 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 OS1 940 0 5 9 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 OS2 9 6 0 CTIO N 2 C O VERE 970 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 3 980 9 9 0 1 0 0 0 E3 OS3 0 6 9 970 0 8 9 990 1000 0 1 0 1 1016 N 0 25' 50' 100' Scale: 1" = 50' 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 TIME OF CONCENTRATION DRAINAGE AREA LABEL LOC E1 P A M A E R A E G A N A R D G N I T S I X 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 7 OF 13 SPC-2023-0430C TIME OF CONCENTRATION CALUCLATION (AREA OS3). NOTE: ALL OTHER TIMES OF CONCENTRATION WERE DETERMINED TO BE 5 MINUTES OR LESS. PER THE CITY OF AUSTIN DRAINAGE CRITERIA MANUAL, THE MINIMUM Tc OF 5 MINUTES WAS USED FOR THESE AREAS. 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 812 of 17COA 100 YR FLOODPLAIN FEMA 100 YR FLOODPLAIN FEMA 100 YR FLOODPLAIN 2' 2 2 EXISTING INLET DESIGN POINT 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 PROP. DRAINAGE EASEMENT DOC. NO. ____________ (9,189 S.F. / 0.211 ACRES) DESIGN POINT 3 DRAINAGE EASEMENT DOC. NO. 200400100 918 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 COA 100 YR FLOODPLAIN 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 8 916 DESIGN POINT "TOTAL" CONFLUENCE WITH WILLIAMSON CREEK N 0 25' 50' 100' Scale: 1" = 50' 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 TIME OF CONCENTRATION DRAINAGE AREA LABEL LOC P1 FLOW ARROW DRAINAGE AREA TO WATER QUALITY CONTROL. SEE WATER QUALITY TREATMENT AREA TABLE THIS SHEET. LEGEND 9 1 6 9 1 8 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. 920 P1 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 VERE L D BRID O V 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 W W 10' ELECTRIC ESMT. (DOC #2001165855) 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. COA 100 YR FLOODPLAIN EXISTING INLET DESIGN POINT 1 TIME OF CONCENTRATION CALCULATION (AREA OS3). NOTE: ALL OTHER TIMES OF CONCENTRATION WERE DETERMINED TO BE 5 MINUTES OR LESS. PER THE CITY OF AUSTIN DRAINAGE CRITERIA MANUAL, THE MINIMUM Tc OF 5 MINUTES WAS USED FOR THESE AREAS. DRAINAGE AND CONSERVATION EASEMENT COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. 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 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 920 LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. SPORT COURT 7200 SF THE CITY OF AUSTIN VOL. 13117, PG. 759 CALLED 15.741 ACRES D.R.T.C.T. 2 2 9 4 2 9 P3 SPORT COURT 5640 SF COA 100 YR FLOODPLAIN 0 3 9 0 4 9 9 5 0 C O VERE 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 PROP. DRAINAGE EASEMENT DOC. NO. ____________ OS3 0 6 9 970 0 8 9 990 1000 0 1 0 1 1016 P2 920 C O VERE C O VERE 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 CTIO N 2 OS1 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, SECTIO N 2 930 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 2 940 0 5 9 OS2 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 9 6 0 CTIO N 2 C O VERE 970 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 3 980 9 9 0 1 0 0 0 P A M A E R A E G A N A R D D E S O P O R P 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 8 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 813 of 17PUD-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 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 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 COA REGULATORY FLOODPLAIN PROP. DRAINAGE EASEMENT DOC. NO. ____________ (4,972 S.F / 0.114 ACRES) WATER QUALITY POND W W W W L O C W W L O C W W CO W W W W C O L " 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 CO W W L O C TBM #2 MNS "JPH BENCHMARK" 920.69' T80544 LP STEEL-PLATED FLUME SEE DTL SHT. 12 T80538 L O C LOC LOC T80537 W W RIM=914.0' NOT INVERTED PER CLIENT REQUEST MF-1-NP W W L O C W W L O C T80542 T80543 1 / 2 " R E B A R W W CO W W R A B E R " 2 / 1 C O L C O L 1/2" REBAR LSL C O L LSL T80541 COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 48, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. P F S P F E E E E E E E R R M D N D H N A U D A M X Z O N A E X Z O S H A D 0 15' 30' 60' Scale: 1" = 30' COVERED BRIDGE SUBDIVISION, SECTION 2 LOT 49, BLOCK D VOL. 102, PG. 14 P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. 200400100 W W C O L W W R A 1/2" R E B W W 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 W W W W 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 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 7'-11" HIGH C/LINK FENCE EACH END 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 CONCRETE SIDEWALK 60D NAIL SET WITH LATH PER CLIENT C O L C O L C O L S L L L O C 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) 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 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 EXIST. BIKE RACK PER SITE PLAN PERMIT #SPC-02-0033C/ REV 1C CONCRETE IV C O VERE W W TYPICAL SOLAR LIGHTING C O L LOC 60D NAIL SET WITH LATH PER CLIENT 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 C O L 6 0 ' 3 7 . 1 6 ' 4' HIGH C/LINK FENCE EACH END O C L PET WASTE STATION LSL L O C C O N D U I T B O X X 7 . 5 " 7 . 5 " LOC C O L LOT 47, BLOCK D COVERED BRIDGE SUBDIVISION, SECTION 2 VOL. 102, PG. 14 P.R.T.C.T. SPORT COURT 7,200 SF L O C SIGN "PARK RULES' MF-1-NP 1 2 0 ' WOOD DECK FINISHED FLOOR L 925.2' O C CONCRETE T80552 T80550 LSL BRICK L S L 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 G O T 44, BL E SU L. 102, PG. 14 K D DIVISIO P.R.T.C.T. C B MF-1-NP N, SECTIO N 2 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 T80553 T80551 WOOD SHED C LO ROCK L O C T80548 T80549 L O C T80545 T80546 T80547 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 SF-6-NP 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 1/2" REBAR W W 60D NAIL SET WITH LATH PER CLIENT W W TYPICAL SOLAR LIGHTING C O L 60D NAIL SET WITH LATH PER CLIENT C O L C O L 4 ' 9 L O C 6 0 ' L O C L O C L O COA REGULATORY FLOODPLAIN C W W SF-6-NP PROP. DRAINAGE EASEMENT DOC. NO. ____________ (4,217 S.F. / 0.097 ACRES) W W W W SF-6-NP W W T80558 T80557 T80556 3 ' L O C L O C LOC L O C A IL 60 D N SPORT COURT 5,640 SF L O C T80555 T80554 C O L CONCRETE SIDEWALK 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 PROP. DRAINAGE EASEMENT DOC. NO. ____________ FOR OFF-SITE SF-6-NP 25' C O M PA PER L D T A C O VERE BILIT C 25-2-1067(G) Y SETB L D BRID O A C K 50' C O PE M PA R L D T A R A B E 1/2" R BILIT C 25-2-1067(F) Y SETB A C K V O G O 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 SF-6-NP 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 64' R O W 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 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. " + " N A L P E T I S 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 FEMA 500 YR FLOODPLAIN DESIGNED BY DATE 08-05-2024 PROJECT ADDRESS 6820 COVERED BRIDGE DR. CHECKED BY RDP SDK COMPATIBILITY STANDARDS NOTES: A) ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. [SECTION 25-2-1064] NOTE: THERE ARE NO EXISTING BUILDINGS WITHIN 50' OF THE ADJOINING LOTS ALONG ALL BOUNDARIES OF THIS PROPERTY EXCEPT ON LOTS 46 & 48, BLOCK D. LEGEND FEMA 100 YR FLOODPLAIN EXIST. DRAINAGE EASEMENT EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR PROP. MINOR CONTOUR ZONING BOUNDARY FLOW ARROW LOC LOC LIMITS OF CONSTRUCTION SITE PLAN RELEASE NOTES: A) ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN AMENDMENT AND APPROVAL OF THE DEVELOPMENT SERVICES DEPARTMENT. B) APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. C) ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT CODE (CHAPTER 25-10). D) ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. E) WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. F) ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPT. G) A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR PLANNING COMMISSION APPROVED SITE PLANS. H) FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF, OR DAMAGE TO UTILITIES. I) FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT IS REQUIRED. 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 9 OF 13 SPC-2023-0430C 29 SPC-2023-0430C - Covered Bridge Amenity Center; District 814 of 17