B-05 (C8-2019-0066.0A - Fionn Resubdivision; District 5).pdf — original pdf

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SUBDIVISION REVIEW SHEET CASE NO.: C8-2019-0066.0A PC DATE: January 12, 2021 SUBDIVISION NAME: Fionn Resubdivision AREA: 0.99 acre LOTS: 4 APPLICANT: 3205 Clawson LLC (Lluis Bacardi) AGENT: Ed Moore ADDRESS OF SUBDIVISION: 3205 Clawson Rd GRIDS: G19 COUNTY: Travis WATERSHED: West Bouldin Creek JURISDICTION: Full Purpose EXISTING ZONING: SF-3-NP LAND USE: residential NEIGHORHOOD PLAN: South Lamar VARIANCES: flag lot variance DISTRICT: 3 SIDEWALKS: Sidewalks will built along the Clawson Road frontage. DEPARTMENT COMMENTS: The request is for the approval of the Resubdivision of a portion of Block 25 Theodore Low Heights, with a flag lot variance. The applicant proposes to resubdivide an existing lot into four lots for residential use. The plat is comprised of one regular lot and three flag lots on 0.99 acre (42,467 sf.) This application was submitted on May 1, 2019 and has not expired because subdivision deadlines have been suspended until March 15, 2021 (Order No. 20200815-019). Because this plat was submitted under the regulations in effect prior to HB3167, it requires a public hearing and a commission variance for the flag lots. The flag lot variance complies with the criteria of approval in LDC 25-4-175(A) because all reviewers have approved the plat and the driveway/utility plan. With the flag lot variance, the lots comply with zoning requirements for use, lot width and lot size. STAFF RECOMMENDATION: Staff recommends approval of the plat and the flag lot variance. With the flag lot variance, the resubdivision meets all applicable State and City of Austin Land Development Code requirements. PLANNING COMMISSION ACTION: CASE MANAGER: Steve Hopkins PHONE: 512-974-3175 E-mail: steve.hopkins@austintexas.gov 1 of 8B-5THE MOORE GROUP 2 of 8B-5THE MOORE GROUP 3 of 8B-5THE MOORE GROUP 4 of 8B-50 20 40 Feet PROPERTY BOUNDARY EASEMENT ASPHALT MINOR CONTOUR MAJOR CONTOUR SILT FENCE TRIANGULAR FILTER DIKE LIMITS OF CONSTRUCTION TREE PROTECTION FENCE SF TFD LOC INSTALL SILT FENCE AT PROJECT BOUNDARY WHEN PERMITTED BY CONSTRUCTION ACTIVITY WITH 'J-HOOKS' AT MINIMUM 100' INTERVALS. 4 5 6 3 5 6 2 5 6 1 5 6 0 5 6 9 4 6 648 647 6 4 6 5 4 6 4 4 6 3 4 6 2 4 6 1 4 6 0 4 6 9 3 6 8 3 6 7 3 6 6 3 6 5 3 6 4 3 6 3 3 6 2 3 6 1 3 6 0 3 6 9 2 6 628 7 2 6 5 2 6 4 2 6 3 2 6 622 1 2 6 LOC SF LOC T5 SF T6 LOC SF SF LOC SF SF LOC SF SF T48 LOC SF SF LOC LOC SF T34 T3 T2 T4 T8 T7 T10 SF T9 SF SF 20'X20' STAGING & SPOILS AREA. INSTALL SILT FENCE ON UNIT 1B DOWNSLOPE SIDES. DUPLEX FFE 645.25 UNIT 1A DUPLEX FFE 648.25 LOT 1 654 T1 L O C 6 5 5 5 5 6 LOC D A O R N O S W A L C L O C ) 653 W O R 652 L O C LOC ' 0 5 ( 651 F S D F T F S 650 649 C O L T15 T14 UNIT 2A DUPLEX FFE 637.25 T32 T21 UNIT 2B DUPLEX FFE 635.50 T33 LOT 2 T52 T20 T19 T13 T18 T17 T22 T23 T24 T26 T27 T28 T25 T35 T36 T37 T38 T39 T42 T40 T41 T43 T44 T T45 6 2 6 SF T47 UNIT 3B FFE 627.50 LOT 3 T46 UNIT 3A FFE 626.25 LOT 4 9 1 6 C O L UNIT 4A FFE 626.75 UNIT 4B FFE 626.75 T49 0 2 6 F S C O L F S INSTALL TRIANGULAR FILTER DIKE ON DOWNSLOPE SIDE OF CONSTRUCTION ENTRANCE. 648 L O C SF SF LOC SF SF STABILIZED CONSTRUCTION ENTRANCE. 7 4 6 6 4 6 5 4 6 4 4 6 3 4 6 2 4 6 1 4 6 640 SF T16 SF LOC LOC INSTALL SILT FENCE AT PROJECT BOUNDARY WHEN PERMITTED BY CONSTRUCTION ACTIVITY WITH 'J-HOOKS' AT MINIMUM 100' INTERVALS. 6 3 9 2 3 6 8 3 6 7 3 6 5 3 6 4 3 6 3 3 6 3 6 6 1 3 6 SF T29 SF LOC T31 T30 0 3 6 629 SF SF LOC SF SF SF LOC SF INSTALL TREE FENCE BETWEEN PROPERTY LINE AND SILT FENCE TO PROTECT TWO LIVE OAK TREES. 8 2 6 7 2 6 6 2 6 5 2 6 INSTALL LOW-IMPACT PERVIOUS 2 2 6 PAVERS WHERE SHOWN TO PREVENT DAMAGE TO EXISTING TREES. 3 2 6 4 2 6 T51 SF LOC SF T50 1 2 6 0 2 6 9 1 6 INSTALL SILT FENCE AT PROJECT BOUNDARY WHEN PERMITTED BY CONSTRUCTION ACTIVITY WITH 'J-HOOKS' AT MINIMUM 100' INTERVALS. INSTALL SILT FENCE AT PROJECT BOUNDARY WHEN PERMITTED BY CONSTRUCTION ACTIVITY WITH 'J-HOOKS' AT MINIMUM 100' INTERVALS. PRO. 30" RCP STORM DRAIN SF SF LOC SF LOC SF SF SF LOC LOC SF SF SF SF LOC TREE TABLE TREE TABLE TREE TABLE TREE NAME DESCRIPTION TREE NAME DESCRIPTION TREE NAME DESCRIPTION TO BE REMOVED? PROTECTED (P) HERITAGE (H)? TO BE REMOVED? PROTECTED (P) OR HERITAGE (H)? TO BE REMOVED? PROTECTED (P) OR HERITAGE (H)? C O L C O L L O C L O C OR H P P T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 25.25" LIVE-OAK TREE 21" ELM TREE 11" LIVE-OAK TREE 15" LIVE-OAK TREE 14" LIVE-OAK TREE 16" LIVE-OAK TREE 15" LIVE-OAK TREE 17" LIVE-OAK TREE 19" LIVE-OAK TREE 14" LIVE-OAK TREE 18" LIVE-OAK TREE 20" MESQUITE TREE 18" LIVE-OAK TREE 14" LIVE-OAK TREE 14" LIVE-OAK TREE 15" LIVE-OAK TREE 15" LIVE-OAK TREE 16" LIVE-OAK TREE 16" LIVE-OAK TREE X X X X X X X X *HERITAGE TREES SHADED IN PLAN VIEW. **SURVEY DATE: 07/06/18 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32 T33 T34 T35 T36 T37 T38 T39 T40 T41 T42 17" LIVE-OAK TREE X X X X X X X 14" LIVE-OAK TREE 9" LIVE-OAK TREE 17" LIVE-OAK TREE 10" LIVE-OAK TREE 20" LIVE-OAK TREE 19" LIVE-OAK TREE 14" LIVE-OAK TREE 14" LIVE-OAK TREE 14" LIVE-OAK TREE 16" LIVE-OAK TREE 32" LIVE-OAK TREE 10" LIVE-OAK TREE 25" LIVE-OAK TREE 20" LIVE-OAK TREE 11" LIVE-OAK TREE 11" LIVE-OAK TREE 9" LIVE-OAK TREE X 11" LIVE-OAK TREE P P H H P 7" BLACK-WALNUT TREE 18" LIVE-OAK TREE X T43 T44 T45 T46 T47 T48 T49 T50 T51 T52 24" M.S.-LIVE-OAK TREE 11" LIVE-OAK TREE 12" LIVE-OAK TREE 33.5" M.S.-LIVE-OAK-22.5"/22" TREE 43" LIVE-OAK TREE 16" LIVE-OAK TREE 8" PECAN TREE 23" LIVE-OAK TREE 13" LIVE-OAK TREE 21.5" LIVE-OAK TREE X X X H H H P P \ 1 2 0 - 8 1 \ : P : I G N W A R D M E L : Y B N W A R D ' D M O C E R I S N O S V E R I E T A D . o N 7 7 3 0 - 2 4 4 ) 2 1 5 ( . h P 7 0 8 7 - 2 4 4 ) 2 1 5 ( x a F . r D a c a v a n r e u C 0 0 0 1 3 3 7 8 7 s a x e T , n i t s u A M S M M S M M C E : d e k c e h C : d e v o r p p A : n w a r D : t e a D 5/13/20 P U O R G E R O EX. 30" RCP STORM DRAIN O M E H T SHEET NO. OF SHEETS 5 of 8B-5HYDROLOGIC POINT OF ANALYSIS: EAST PROPERTY LINE HYDROLOGIC POINT OF ANALYSIS: EAST PROPERTY LINE 15' DRAINAGE ESMT 625 625 > > > > PROPOSED DRAINAGE EASEMENT. SEE PLAT. LOT 4 5 7 . 6 2 6 E F F B 4 T N U I 5 7 . 6 2 6 E F F A 4 T N U I 6 2 8 6 2 8 625 > > > HYDROLOGIC POINT OF ANALYSIS: SOUTH PROPERTY LINE 629 > > ALL OF UNIT 2B TO DRAIN TO THE WEST. 630 > > 630 T > > > > > > > > C A 2 3 8 7 . 0 6 6 0 8 7 1 3 1 0 2 C O D X T C T R P O R E T L A H A D N A M A D N A A E N A D 3600 SF = 0.083 AC REDEVELOPED IMPERVIOUS COVER DEMOLISHED UNDER PERMIT 2019-044836. > > > > > I S O U T H R D G E S E C 1 C A 2 3 8 7 0 . 6 6 0 8 7 1 3 1 0 2 C O D X T C T R P O R E T L A H A D N A M A D N A A E N A D ALL OF UNIT 1B TO DRAIN TO THE WEST. ALL OF UNIT 1A TO DRAIN TO THE EAST. (50' ROW) CLAWSON ROAD CURB FORMS EAST BOUNDARY OF EXISTING & PROPOSED DRAINAGE AREAS. NO FLOW FROM CLAWSON ROAD ENTERS SITE. (50' ROW) (50' ROW) CLAWSON ROAD CLAWSON ROAD EXISTING CONDITIONS DRAINAGE MAP PROPOSED CONDITIONS DRAINAGE MAP \ 1 2 0 - 8 1 \ : P : I G N W A R D M E L : Y B N W A R D D N O P N O T N E T E D I . O R P A L O T 9 4 8 / 6 1 S E C . 1 B L O C K S O U T H R D G E I D E L I N G E R J O A O C A R L O S D E S O U Z A , 6 2 3 624 A L O T 5 4 8 / 6 1 S E C . 1 B L O C K S O U T H R D G E I D E L I N G E R C R A G R I M C C U L L O U G H , 17938 SF = 0.412 AC PROPOSED IMPERVIOUS COVER TOTAL. 0.083 AC REDEVELOPED IMPERVIOU COVER. 0.412 AC MINUS 0.083 AC EQUALS 0.329 AC NEW IMPERVIOUS COVER. I S O U T H R D G E S E C 1 L O T 1 , B L K A , O P R T C T X D O C 2 0 0 3 2 2 3 6 8 9 A U S T N I , T X . 7 8 7 0 3 1 1 0 6 L O R R A N S T I K A Y L Y N N W A T S O N ( F O R M E R L Y G R A Y ) 0 5 . 7 2 6 E F F B 3 T N U I 625 LOT 3 5 2 . 6 2 6 E F F A 3 T N U I 629 B 2 T N U I X E L P U D . 0 5 5 3 6 E F F A 2 T N U I X E L P U D . 5 2 7 3 6 E F F LOT 2 ALL OF UNIT 2A TO DRAIN TO THE EAST. B 1 T N U I X E L P U D . 5 2 5 4 6 E F F A 1 T N U I X E L P U D . LOT 1 5 2 8 4 6 HYDROLOGIC POINT OF E F ANALYSIS: SOUTH F PROPERTY LINE UNIT 4B TO DRAIN TO INLET SHOWN. 0 20 40 Feet NOTES: PROPERTY BOUNDARY LOT BOUNDARY DRAINAGE BOUNDARY CONCRETE OR PAVERS ASPHALT REDEVELOPED & NEW IMPERVIOUS COVER LOW-IMPACT PERVIOUS PAVERS MINOR CONTOUR MAJOR CONTOUR TIME OF CONCENTRATION PATH FLOW ARROW EASEMENT > 1) NO RESIDENCES CURRENTLY EXIST ON SITE. THE EXISTING RESIDENCE SHOWN ON THIS SHEET WAS DEMOLISHED UNDER PERMIT NUMBER 2019-044836. THE DEMOLISHED RESIDENCE IS SHOWN ON THIS SHEET AND INCLUDED IN IMPERVIOUS COVER CALCULATIONS TO ACCOUNT FOR DRAINAGE CONDITIONS EXISTING ON THE SITE BEFORE DEMOLITION.THE DEMOLISHED RESIDENCE WAS CONSTRUCTED IN 1949. SOUTH TERRACE ADDITION BLOCK A 11 98 LOT 1 I E V R D K A O S ) . . W O R . ' 0 5 ( PRO. 30" RCP STORM DRAIN SOUTHRIDGE SEC. 1 BLOCK A 48/61 TIE PROPOSED 30" RCP INTO EXISTING 30" RCP IN SOUTH OAK DRIVE. SEE DETAILS SHEET 8. ' D M O C E R I S N O S V E R I E T A D . o N 7 7 3 0 - 2 4 4 ) 2 1 5 ( . h P 7 0 8 7 - 2 4 4 ) 2 1 5 ( x a F . r D a c a v a n r e u C 0 0 0 1 3 3 7 8 7 s a x e T , n i t s u A M S M M S M M C E : d e k c e h C : d e v o r p p A : n w a r D : t e a D 5/13/20 P U O R G E R O O M E H T SHEET NO. OF SHEETS 6 of 8B-5SEE NOTE 6 ON THIS SHEET (TYPICAL). EXISTING MANHOLE (MH# 15856) FL 649.0 RIM 652.8 (RIM & FL PER A-05417) 5 5 6 4 5 6 3 5 6 12.6' PER RECORDS INSTALL 48" DIA. WASTEWATER MANHOLE INSTALL 3 D A 4" DOUBLE O WATER METERS. TYPICAL. R N O S W A L C ) W 652 O R 651 E C N A T S I D . N I M ' ' 0 0 1 5 ( M O R F R E T A W E N I L O T E L O H N A M 6 4 6 6 4 9 8 4 6 7 4 6 5 4 6 4 4 6 643 6 4 2 5' MIN. STA. 0+33.59 PROP. WW LINE PI 45° RT INSTALL 48" DIA. WASTEWATER MANHOLE EXTEND EXISTING WASTEWATER MAIN BY APPROXIMATELY 150 LF. 1 4 6 STA. 0+25.00 PROP. WW LINE PI 45° LT INSTALL 48" DIA. WASTEWATER MANHOLE. REMOVE EXISTING CLEANOUT. CONNECT TO EXISTING 8" CONC. WASTEWATER MAIN. NOTES: 1) ALL TRENCHES WITHIN FULL CRITICAL ROOT ZONES OF ALL PRESERVED TREES ARE TO BE DUG VIA AIR SPADE. 2) ALL PROPOSED WATER SERVICE LINES TO BE 2" COPPER 3) ALL PROPOSED WASTEWATER SERVICE LINES DRAINING BY GRAVITY TO BE 6" PVC. 4) ALL PROPOSED PRIVATE FORCE MAIN WASTEWATER LINES TO BE 2" PVC. 5) WASTEWATER MAIN EXTENSION IN RIGHT-OF-WAY TO BE 8" SDR 26 PVC PIPE. 6) WHERE WASTEWATER FORCE MAINS ENTER THE RIGHT-OF-WAY OR A PUBLIC UTILITY EASEMENT INTO GRAVITY FLOW, INSTALL TWO CLEANOUTS. ONE INSIDE RIGHT-OF-WAY OR EASEMENT AND ONE INSIDE THE PRIVATE PROPERTY. \ 1 2 0 - 8 1 \ : P : I G N W A R D M E L : Y B N W A R D EXISTING MANHOLE (MH# 158550) APPROX. FL 628.79 SEE NOTE 6 ON THIS SHEET (TYPICAL). BEGIN 6" WASTEWATER MAIN FL 628.89 UNIT 1A DUPLEX FFE 648.25 UNIT 1B DUPLEX FFE 645.25 LOT 1 WASTEWATER SERVICE CONNECTIONS TO SERVE LOT 2 RESIDENCES WITH GRINDER PUMPS. UNIT 2A DUPLEX FFE 637.25 LOT 2 TIE WASTEWATER SERVICE FROM LOT 4 TO EXIST. MANHOLE AS SHOWN. FL 628.89 UNIT 2B DUPLEX FFE 635.50 10.0' ELEC. ESMT. WASTEWATER SERVICE CONNECTIONS TO SERVE LOT 3 RESIDENCES WITH GRINDER PUMPS. T ' 5 . 7 . C E L E . T M S E UNIT 3B FFE 627.50 LOT 3 UNIT 3A FFE 626.25 LOT 4 UNIT 4A FFE 626.75 UNIT 4B FFE 626.75 WASTEWATER SERVICE CONNECTIONS TO SERVE LOT 4 RESIDENCES WITH GRINDER PUMPS. OHE E PROPERTY BOUNDARY EASEMENT EXISTING OVERHEAD ELECTRIC PROPOSED ELECTRICAL LINE EXISTING ASPHALT PAVEMENT LOW-IMPACT PERVIOUS PAVERS MINOR CONTOUR MAJOR CONTOUR EXISTING WATER LINE EXISTING WASTE WATER LINE PROPOSED WATER LINE PROPOSED WASTEWATER LINE EXISTING GAS LINE PRO. 30" RCP STORM DRAIN 0 20 40 Feet ' 0 . 0 1 . C E L E . T M S E 2-2' PRIMARY 1-3' CNDS PROPOSED 12"X2" SERVICE CLAMPS AND VALVES INSTALLED PER DETAIL ON SHEET 9. TYPICAL. WASTEWATER SERVICE CONNECTIONS TO SERVE LOT 1 RESIDENCES WITH GRINDER PUMPS. 36" TT PB MAINTAIN MINIMUM 5' DISTANCE BETWEEN WET UTILITIES & ELECTRICAL LINES. 2-2" PRIMARY 1-3' SEC. 1-3" CNDS 36' TT PB TO TFMR 1-3" SEC. 1-3' CNDS 36' TT PB TRANSFORMER M A I N T O W A S T E W A T E R W A T E R M A I N F R O M D I S T A N C E 1 2 . 0 ' PRO MH 2 STA:0+33.59 PI 45° LT RIM:641.91 SUMP:632.66 INV IN:632.76 8" PVC INV OUT:632.66 8" CONC STA:0+25.00 BEGIN 8" WW LINE. REMOVE EXISTING CLEANOUT & REPLACE WITH 48" MANHOLE PI 45° LT PRO MH 1 RIM:641.87 SUMP:631.88 INV IN:632.00 8" PVC INV OUT:631.90 8" CONC 0+00 641 PRO MH 3 STA:1+75.15 END PROP. 8" WW LINE RIM:650.16 SUMP:643.59 INV OUT:643.59 8" CONC 646 6 4 5 6 4 4 1+00 2 4 6 6 4 3 6 6 4 4 7 8 6 4 9 PRO SSWR 8" DIA PVC CLAWSON ROAD 1+78 (50' ROW) 6 6 5 5 1 10' 653 2 654 655 656 MIN. DISTANCE FROM WATER SERVICE TO MANHOLE LOT 1 655 650 645 640 635 630 625 620 615 610 EXISTING 8" CONC WASTEWATER MAIN @ 0.40% TO REMAIN. EXISTING GRADE " 5 ' o f 8 W A S T E W A T E R M A I N 5 % P V C @ 7 . 6 5 G P M P E A K D R Y Q = 9 . 0 3 F P S P E A K D R Y V = 2 . 3 4 G P M P E A K W E T Q = 9 . 2 8 F P S P E A K W E T V = 2 . 3 1 . 5 1 4 E L O H N A M " 8 4 : L L A T S N I I I G N T S X E E V O M E R . 0 9 1 3 6 = T U O " 8 L F 0 0 . 2 3 6 = N I " 8 L F 7 8 . 1 4 6 = M R I 0 0 . 5 2 + 0 A T S T U O N A E L C 8.59' of 8" PVC @ 7.65% PEAK DRY Q = 9.05 GPM PEAK DRY V = 2.33 FPS PEAK WET Q = 9.24 GPM PEAK WET V = 2.38 FPS 6 6 . 2 3 6 = T U O E L O H N A M " 8 4 : L L A T S N I 6 7 . 2 3 6 = N I " 8 L F 9 5 . 3 3 + 0 A T S 1 9 . 1 4 6 = M R I " 8 L F C O V E R 5 . 9 ' M I N . I N S T A L L E D W I T H M I N . 3 ' C O V E R . S E R V I C E S 2 ' . M I N D I S T . S S W R M A I N . W A T E R S E R V I C E S T O B E C O N T R A T O R T O I N S T A L L W A T E R 1" = 40' HORIZ. 1" = 8' VERT. STA 1+62.58 2" COPPER WATER SERVICE 650 655 645 640 635 630 625 620 615 610 E L O H N A M " 8 4 : L L A T S N I 9 5 . 3 4 6 = T U O " 8 L F 5 1 . 5 7 + 1 A T S . 6 1 0 5 6 = M R I 0+00 . 8 7 1 4 6 G E 0 0 8 . 1 3 6 L F 0+50 . 8 9 1 4 6 G E . 5 1 0 4 3 6 L F 1+00 . 8 2 5 4 6 G E 0 4 8 . 7 3 6 L F 1+50 . 4 3 9 4 6 G E . 5 6 6 1 4 6 L F 2+00 G E L F WASTEWATER MAIN ' D M O C E R I S N O S V E R I E T A D . o N 7 7 3 0 - 2 4 4 ) 2 1 5 ( . h P 7 0 8 7 - 2 4 4 ) 2 1 5 ( x a F . r D a c a v a n r e u C 0 0 0 1 3 3 7 8 7 s a x e T , n i t s u A M S M M S M M C E : d e k c e h C : d e v o r p p A : n w a r D : e t a D 5/13/20 P U O R G E R O O M E H T SHEET NO. OF SHEETS 7 of 8B-50 20 40 Feet PROPERTY BOUNDARY EASEMENT ASPHALT PAVEMENT FIRE HOSE FIRE HYDRANT TRUCK FIRE TRUCK BUILDINGS ON LOT 3 TO BE SPRINKLERED. BUILDINGS ON LOT 4 TO BE SPRINKLERED. ' D M O C E R I S N O S V E R I E T A D . o N 7 7 3 0 - 2 4 4 ) 2 1 5 ( . h P 7 0 8 7 - 2 4 4 ) 2 1 5 ( x a F . r D a c a v a n r e u C 0 0 0 1 3 3 7 8 7 s a x e T , n i t s u A M S M M S M M C E : d e k c e h C : d e v o r p p A : n w a r D : e t a D 5/13/20 P U O R G E R O O M E H T PRO. 30" RCP STORM DRAIN PRO. 30" RCP STORM DRAIN SHEET NO. OF SHEETS NOTE: 1) PER EMAIL CORRESPONDENCE WITH AUSTIN FIRE DEPARTMENT OFFICIALS, BUILDINGS ON LOTS 3 AND 4 SHALL HAVE A FIRE SPRINKLER SYSTEM AND GRANTED EXTENDED HOSE LAY DISTANCES OVER 150 FEET. FIRE ACCESS SHALL BE INSTALLED AND ACCEPTED PRIOR TO VERTICAL CONSTRUCTION OF BUILDINGS ON LOT 2. 2) BUILDING SEPARATION FROM OTHER BUILDINGS SHALL BE A MINIMUM 10 FEET OR FIRE SEPARATION DISTANCE OF 5 FEET. CONSTRUCTION WITH LESS THAN 5 FEET OF FIRE SEPARATION DISTANCE SHALL CONFORM TO 2012 IRC TABLE R302.1(1) WITH 1-HOUR RATED CONSTRUCTION AND OPENINGS AS ALLOWED OR SHALL CONFORM TO TABLE R302.1(2) WITH MINIMUM 13D FIRE SPRINKLERS AND RATED CONSTRUCTION AS SPECIFIED. 3) THE AUSTIN FIRE DEPARTMENT REQUIRES FINAL ASPHALT OR CONCRETE PAVEMENT ON REQUIRED ACCESS ROADS PRIOR TO THE START OF COMBUSTIBLE CONSTRUCTION. ANY OTHER METHOD OF PROVIDING "ALL-WEATHER DRIVING CAPABILITIES" SHALL BE REQUIRED TO BE DOCUMENTED AND APPROVED AS AN ALTERNATE METHOD OF CONSTRUCTION IN ACCORDANCE WITH THE APPLICABLE RULES FOR TEMPORARY ROADS OUTLINED IN THE CITY OF AUSTIN FIRE PROTECTION CRITERIA MANUAL. 4) FIRE HYDRANTS SHALL BE INSTALLED WITH THE CENTER OF THE FOUR (4) INCH OPENING (STEAMER) LOCATED AT LEAST 18 INCHES ABOVE FINISHED GRADE. THE STEAMER OPENING OF FIRE HYDRANTS SHALL FACE THE APPROVED FIRE ACCESS DRIVEWAY OR PUBLIC STREET AND SET BACK FROM THE CURB LINE(S) AN APPROVED DISTANCE, TYPICALLY THREE (3) TO SIX (6) FEET. THE AREA WITHIN THREE (3) FEET IN ALL DIRECTIONS FROM ANY FIRE HYDRANT SHALL BE FREE OF OBSTRUCTIONS, AND THE AREA BETWEEN THE STEAMER OPENING AND THE STREET OR DRIVEWAY GIVING EMERGENCY VEHICLE ACCESS SHALL BE FREE OF OBSTRUCTIONS. 5) TIMING OF INSTALLATIONS: WHEN FIRE PROTECTION FACILITIES ARE INSTALLED BY THE CONTRACTOR, SUCH FACILITIES SHALL INCLUDE SURFACE ACCESS ROADS. EMERGENCY ACCESS ROADS OR DRIVES SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. WHEN THE FIRE DEPARTMENT APPROVES AN ALTERNATE METHOD OF PROTECTION, THIS REQUIREMENT MAY BE MODIFIED AS DOCUMENTED IN THE APPROVAL OF THE ALTERNATE METHOD. 6) ALL EMERGENCY ACCESS ROADWAYS AND FIRE LANES, INCLUDING PERVIOUS/DECORATIVE PAVING, SHALL BE ENGINEERED AND INSTALLED AS REQUIRED TO SUPPORT THE AXLE LOADS OF EMERGENCY VEHICLES. A LOAD CAPACITY SUFFICIENT TO MEET THE REQUIREMENTS FOR HS-20 LOADING (16 KIPS/WHEEL) AND A TOTAL VEHICLE LIVE LOAD OF 80,000 POUNDS IS CONSIDERED COMPLIANT WITH THIS REQUIREMENT. 7) FIRE LANES DESIGNATED ON SITE PLANS SHALL BE REGISTERED WITH THE CITY OF AUSTIN FIRE DEPARTMENT AND INSPECTED FOR FINAL APPROVAL. 8) THE MINIMUM VERTICAL CLEARANCE REQUIRED FOR EMERGENCY VEHICLE ACCESS ROADS OR DRIVES IS 14 FEET FOR THE FULL WIDTH OF THE ROADWAY OR DRIVEWAY. 9) SEE SHEET 2 FOR THE FLOW TEST FOR HYDRANT 791355. APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT. PROJECT NUMBER 2017-0896, HYDRANT NUMBER 791355. SEE SHEET 2 FOR FLOW TEST. R 1 5.0' 3 0.0' R T R U C K ) ) W W O O R R ' ' 0 0 5 5 ( ( R 3 0 . 0 ' D D A A O O R R N N O O S S W W A A L L C C K C U R T \ 1 2 0 - 8 1 \ : P : I G N W A R D M E L : Y B N W A R D HOSE LAY LEN. = 120' HOSE LAY LEN. = 126' UNIT 1A UNIT 1A DUPLEX DUPLEX FFE 648.25 FFE 648.25 UNIT 1B UNIT 1B DUPLEX DUPLEX FFE 645.25 FFE 645.25 HOSE LAY LENGTH = 140' L E N . = 1 3 7 ' H O S E L E N . = 1 3 8 ' H O S E UNIT 2A UNIT 2A DUPLEX DUPLEX FFE 637.25 FFE 637.25 UNIT 2B UNIT 2B DUPLEX DUPLEX FFE 635.50 FFE 635.50 UNIT 3B UNIT 3B FFE 627.50 FFE 627.50 UNIT 4A UNIT 4A FFE 626.75 FFE 626.75 UNIT 4B UNIT 4B FFE 626.75 FFE 626.75 R 5 . 0' TRUCK ' 0 . 0 2 TRUCK H O S E L A Y L E N G T H = 1 3 2 ' UNIT 3A UNIT 3A FFE 626.25 FFE 626.25 149.7' FIRE ACCESS DRIVE PROVIDE TRAFFIC SIGN LABELED "FIRE LANE - NO PARKING". MARK OUTER 10" OF PAVEMENT WITH 6" RED PAINT & THE WORDS "FIRE LANE" IN 4" WHITE PAINT LETTERING AT 50' INTERVALS ON BOTH SIDES OF THE 20' WIDE FIRE LANE. 8 of 8B-5