B-26 (SPC-2019-0429C - Vega Multifamily; District 8)

Planning Commission – June 23, 2020

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HILL COUNTRY ROADWAY SITE PLAN REVIEW SHEET PLANNING COMMISSION PC DATE: June 23, 2020 SPC-2019-0429C Vega Multifamily CASE NUMBER: PROJECT NAME: ADDRESS: AREA: APPLICANT: Greg Weaver, St. Andrew's Episcopal School 5313 Vega Avenue 24.774 acres 512-703-9200 1112 W 31st Street Austin, TX 78705 1112 W 31st Street Austin, TX 78705 AGENT: Greg Weaver, St. Andrew's Episcopal School 512-703-9200 N/A N/A 512-974-2784 Rosemary Avila Rosemary.avila@austintexas.gov 8 Barton Creek (BSZ, DWPZ) East Oak Hill CASE MANAGER: COUNCIL DISTRICT: WATERSHED: NEIGHBORHOOD PLAN: WATERSHED ORDINANCE: Comprehensive Watershed Ordinance T.I.A.: CAPITOL VIEW: PROPOSED DEVELOPMENT: The applicant requests approval of a Hill Country Roadway Site Plan in order to construct four multifamily buildings, 330 units total. The site is located within the Low Intensity Zone of Southwest Parkway. SUMMARY STAFF RECOMMENDATION FOR HCRC SITE PLAN: Staff recommends approval of this Hill Country Roadway site plan. The site plan complies with all applicable requirements of the Land Development Code and the zoning ordinance (Ord No. 20151008-015). All administrative requirements will be met prior to site plan release. The site plan must be approved by the Planning Commission because of its location within the Hill Country Overlay. All Hill Country Roadway requirements have been met. EXISTING ZONING: The site is zoned GR-MU-CO-NP. Multifamily use is a permitted use in the zoning district. The Conditional Overlay limits the following: A. The following uses are prohibited uses on the Property: Automotive rentals Automotive repair services Automotive sales Automotive washing (of any type) Bail bond services Business or trade school Business support services Commercial off-street parking Communications services 1 of 13B-26SPC-2019-0429C Vega Multifamily Page 2 collection recycling Drop-off facility Exterminating services Food preparation Funeral services Hospital services (general) Hotel-motel Indoor entertainment Alternative financial services Community recreation (private) Group Home Class II Residential treatment B. The following uses are conditional uses of the Property: Indoor sports and recreation Outdoor sports and recreation Research services Theater Outdoor entertainment Pawn shop services Short-term rental Medical offices (exceeding 5,000 sq. ft. gross floor area) Community recreation (public) Hospital services (limited) PROVIDED PARKING: 574 PROP. BLDG CVRG: 11.7% PROP. IMP. CVRG: 19.7% PROPOSED F.A.R.: 0.37:1 PROJECT INFORMATION: TOTAL SITE AREA: 24.774 acres EXIST. ZONING: GR-MU-CO-NP REQUIRED PARKING: 564 MAX. BLDG. COVERAGE: 75% MAX. IMPERV. CVRG: 20% ALLOWED F.A.R.: 1:1 (HCR) PROPOSED ACCESS: Vega Avenue SUMMARY COMMENTS ON SITE PLAN: LAND USE: This request is for approval of a Hill Country Roadway site plan. This site is located within the Low Intensity Zone of Southwest Parkway. The site plan proposes construction of multifamily buildings. ENVIRONMENTAL: This site is in the Drinking Water Protection Zone, in the Barton Creek Watershed which is classified as the Barton Springs Zone. All Hill Country Roadway and zoning requirements have been met. All comments are cleared. TRANSPORTATION: All comments are cleared. SURROUNDING CONDITIONS: Zoning/ Land Use North: Southwest Parkway then DR/ Vacant East: LR-MU-NP/ School South: GR-CO-NP/ School West: Vega Avenue then MF- 4-CO-NP/ Apartments NEIGHBORHOOD ORGANIZATION: Austin Lost and Found Pets Aviara HOA Bike Austin City of Rollingwood Covered Bride Property Owners Association, Inc East Oak Hill Neighborhood Assoc. Friends of Austin Neighborhoods Neighborhood Empowerment Foundation Oak Acres Neighborhood Association Oak Hill Assoc. Of Neighborhoods (OHAN) Oak Hill Trails Association Save Our Springs Alliance SEL Texas Sierra Club, Austin Regional Group TNR BCP- Travis County Natural Resources 2 of 13B-263 of 13B-264 of 13B-265 of 13B-26' 3 1 . 0 3 1 2 1 1 1 1 # T N I C 1 866 865 SOUTHWEST PARKWAY (PUBLIC R.O.W. WIDTH VARIES) (10559/18) S62°22'13"E 761.94' TRAIL AND RECREATION EASEMENT ' 0 8 . 9 0 2 ' 9 0 . 5 3 1 IR IR IR IR IR IR IR IR I R ' 6 5 . 7 2 1 9 3 6 2 2 # T N I ' 0 0 . 6 60 30 0 60 120 SCALE IN FEET LEGEND PROPOSED EXISTING 872 CONTOUR LINE ' 0 0 . 6 P O-N U-C R-M G: G NIN O Z RD D R BUILDING 2 FF = 884.10 R D FDC & RISER ROOM R D W W FIRE R E RIS WL WFM W T S WL WFM W T S WL WFM W T S T S T S I 1 G N D L I U B 0 0 . 7 7 8 = F F C E L E WL L W L W L W M F W W M F W W M F W W M F W W M F W W M F W W L W T S W F M 194.73' W W F M WL W WL WL WL ' 7 2 . 0 7 3 L W EXCLUSIVE PARK RECREATION EASEMENT DOC. NO.__________ 3.23 ACRES L W BM #2 75.72' ' 4 9 . 2 9 1 E " 4 3 9 2 ° 9 2 N ' } ' 6 . 3 9 1 E 7 5 ° 1 3 N ' { N43°41'03"W 78.85' 5.00' Y A W K R A P T S E W H T U O S O T T F 7 4 7 E U N E V A A G E V ) I S E R A V H T D W I . . . W O R C L B U P I ( ) 4 4 1 0 0 4 1 0 2 ( ) 1 / 9 5 5 0 1 ( } 6 7 3 / 8 4 8 1 { RD 63.61' 123.65' 5.00' 202.83' VEHICLE GATE W/ KNOX BOX ' 3 6 . 0 2 ' 0 0 . 5 2 ' 0 0 . 5 2 I D A O R R E G E O T T F 0 7 3 , 2 BM #1 75.36' WL WL EXCLUSIVE WL VAULTS EASEMENT DOC. NO. ______ W F M W L W W F M W L W L W W W W W W W W W W W W W } ' 5 . ' 2 6 4 1 E 7 5 ° 8 2 N { ' 7 4 . 2 6 4 1 E " 7 3 2 3 ° 6 2 N ' N62°08'38"W 29.02' ' 9 1 . 5 4 8 E " 7 3 2 3 ° 6 2 N ' ' 8 2 . 7 1 6 W " 7 3 2 3 ° 6 2 S ' D R D R G 3 5 . 5 0 D I N U I L F = 8 F 7 B D R D R D R A N L S I A E V P Y E ( T L 4 E A ) FDC & RISER ROOM M W W W F W W W ' 9 9 . 7 2 2 M F W W W W C E L E E L 3 & 4 SI A N E A ) V L E (T Y P A W W W W M F S T W D R W E E R F I R R I S D W R W W W M F W W S T C E L E W L W L M W W F W W W L W L W W M W W F T S M W W F S T W L 26LF 12:1 RAMP W/ HANDRAIL W L W L W W M W W F W W L L W L T S W L S T W W W W F M S T K N A G T P L T S S T R E E R IS FIR S T W W W L W L W L M W W W W F V A N W L W L W L S W L T W W W W F M ST W W T S T S N D U P N E L 1 & 2 SI A E A ) V L E (T Y P A C E L E S T FDC & RISER ROOM FOR BLD. 1 & 4 T S A V N G G S T A E E L 1 E = 8 7 1.6 7 V A N A V R L E F AIL M MAIL ROOM S T S T T S S T S T S T G 4 F F = 8 7 1.6 7 U IL D IN S T B SI A E L 1 N E A ) V L E P (T Y A IRRIGATION FIELD I R I R I R I R WW LIFT STATION: SEE WW SHEET FOR DETAILS I R I R I R I R T S T S GRASS PAVE 2 FIRE LANE W/ 6" RIBBON CURB R I C E L E F F = 8 6 9.0 0 F I D T S S T 7 5 8 T S 8 5 6 8 5 5 Y 8 5 4 8 5 3 A LIT D 8 5 2 U N 850 1 5 8 3 5 8 2 5 8 3 5 8 2 5 8 1 5 8 4 5 8 0 5 8 8 4 4 5 8 9 F ID S N D N D S T G S T A E E L 0 E = 8 6 6.3 4 V G A R L E F S T 328.48' S T S T S T T S W 8 5 1 O R Q P E T A ST S T ST W L S T W L GRASS PAVE 2 FIRE LANE W/ 6" RIBBON CURB DETENTION AREA I R I R I R I R IR IR IR IR I R I R I R IR IR IR R I R I IR IR IR IRRIGATION FIELD IR I R IR IR IR IR IR IR I R I R I R 1000' HILL COUNTRY ROADWAY CORRIDOR SETBACK I R I R I R R I R 165.69' I IR IR R I R I R I R I R I R I R I R I R I R I R I R I R I R I R I R I R I R I IR IR ' 6 9 . 2 8 1 1 W " 2 1 6 3 ° 6 2 S ' P U-N R-M G: L NIN O Z P U-N R-M G: L NIN O Z ZONING: GR-CO-NP ZONING: GR-CO-NP N62°08'38"W 822.71' (N62°08'02"W 822.67') N62°42'52"W 67.04' (N62°36'12"W) P O-N F-4-C G: M NIN O Z 8 3 6 2 2 # T N I PEDESTRIAN GATE W/ KNOX BOX L W V A N V T A SI A E L 4 N E A ) V L E P (T Y T S S T T S T S S T W L ST W L 25' DRAINAGE EASEMENT DOC. NO. __________ S T W L W L I Y L M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I T U O Y A L T C E J O R P L L A R E V O E U N E V A A G E V 3 1 3 5 . - G W D 1 0 P O P - 6 1 4 0 - 4 1 2 A : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F . 6 1 7 4 9 3 4 2 1 5 x a F . . . 0 0 7 4 9 3 4 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A ST WW WL RWL IR WW ST 40% NATURAL AREA CONCRETE SIDEWALK PERVIOUS SIDEWALK GRASS PAVERS SIDEWALK RAMP HANDICAPPED PARKING SPACE & SIDEWALK RAMP CROSSWALK STORM SEWER LINE WASTEWATER LINE WASTEWATER SERVICE WATER LINE WATER SERVICE CONDENSATE RECOVERY IRRIGATION LINE WATER VALVE FIRE HYDRANT WASTEWATER MANHOLE STORMSEWER MANHOLE CURB INLET GRATE INLET WATER METER UTILITY POLE OVERHEAD UTILITIES ELEC. UTILITY ELEC. MANHOLE LIGHT POLE TELEPHONE UTILITY UNDERGROUND FIBER OPTIC MARKER TELEPHONE MANHOLE UNDERGROUND GAS MARKER CHAIN LINK FENCE W OU E E T F T G 1/2" REBAR FOUND (OR AS NOTED) CH 1/2" REBAR WITH CAP FOUND 1/2" REBAR WITH CHAPARRAL CAP SET I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 / 7 2 / 6 : E T A D BENCHMARK INFORMATION: BM #1: SQUARE CUT ON CONCRETE BASE OF METAL TRANSMISSION POLE LOCATED ALONG THE EAST SIDE OF VEGA AVENUE APPROX. 23' NORTH OF A WASTEWATER MANHOLE NEAR THE SOUTHWEST CORNER OF THE SUBJECT TRACT. ELEVATION = 888.67' VERTICAL DATUM: NAVD 88 (GEOID 12B) BM #2: SQUARE CUT ON CONCRETE BASE OF METAL TRANSMISSION POLE LOCATED ALONG THE EAST SIDE OF VEGA AVENUE APPROX. 200' SOUTH OF THE INTERSECTION OF VEGA AVENUE AND SOUTHWEST PARKWAY. ELEVATION = 876.47' VERTICAL DATUM: NAVD 88 (GEOID 12B) NATURAL AREA CALCULATIONS SITE AREA = 24.173 ACRES REQ'D 40% NATURAL AREA = 9.67 ACRES PRESERVED NATURAL AREA = 10.553 ACRES (42.5%) *NOTE: IF ANY ENCROACHMENT INTO PRESERVED NATURAL AREA OCCURS, AREA SHALL BE REVEGETATED PER CITY OF AUSTIN STANDARD SPECIFICATION 609S LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 OP01 06 SHEET NO. OF 87 SHEETS 06/15/2020V E G A A V E N U E (P U BLIC R.O.W. WID TH V A RIE S) {1848/376} (10559/1) (201400144) 93.92' R 3 7 5.0 0' 213.25' 20' ELE C TRIC AL/TELE C O M EASE M E N T PE R PLAT 30 15 0 30 60 SCALE IN FEET LEGEND PROPOSED EXISTING B O C T O S I D E W S I D E W S I D E W A L K = 5 A L K = 1 A L K T 2.0 0' 8.3 7' O R . O . W , = 7.4 0' 128.69' 44.31' 4 3.2 1' P Z O N I N G : G R - M U - C O - N 25.00' 42" YARD FENCE W/ GATE (TYP.) PERIMETER FENCE 42" YARD FENCE W/ GATE (TYP.) E N T R Y S H A D E D B Y A W N I N G F I R E R I S E R FDC 4 . 0 0 ' 17.50' 0' 0 . 5 9 S P A C E S @ 9' = 8 1 . 0 0' 25.00' 9 S P A C E S @ 9' = 8 1 . 0 0' 17.50' 1 6 9 . 4 8 ' B U I L D I N G 2 F F = 8 8 4 . 1 0 E N T R Y S H A D E D B Y R O O F O V E R H A N G 6 4 . 2 3 ' 3 B I K E R A C K S ( 6 S P A C E S ) 4 . 0 0 ' E N T R Y S H A D E D B Y A W N I N G 5 . 0 0 ' R 6 7 . 5 0 ' 0 ' 4 . 5 W L 0' 9 . 0 W L W F M W R 2 5 . 0 0 ' W L W W F M W W F M W W F M 1 7 . 5 0 ' 5 . 0 0 ' GRAVITY RETAINING WALL 1 0 3.2 6' R 6 7 . 5 0' W L W F M W 68 L.F. HANDRAIL W F M W W L 5.0 0' 1 0 S P A C E S @ = 9 0 . 0 0 ' 9 ' 8 . 0 0 ' 1 4 . 0 0 ' 5 . 0 0 ' W L W L W L 1 3 S P A C E S @ 9 ' W W F M = 1 1 7 . 0 0 ' W W F M 1 7 . 5 0 ' W L 2 5 . 0 0 ' = 6 3 . 0 0 ' 7 S P A C E S @ 9 ' W L R 6 7 . 5 0 ' W L W W F M W W F M R 2 5 . 0 0 ' 0' 0 . 5 0' 5 . 7 1 WL WL WL R 2 5 . 0 WL ' 0 WL WL 0 ' 5 . 0 2 R WL WL WL 8' 3'8' WWFM VAN WWFM 18' 9' 3' WL WL WL WL WL WL 8 SPACES @ 9' = 72.00' 0' 0 . 5 2 WWFM WWFM WWFM 0' 5 . 7 1 WWFM 4.00' WL WL WL WL 13 SPACES @ 9' = 117.00' 13 SPACES @ 9' = 117.00' 1 0.0 0' 1 0.0 0' WL WL WL R 1 R R 0 . 0 0 ' WWFM WWFM WWFM 25.00' 25.00' // WW WL WWWW ST W W L L W L WL WL WL 4 SPACES @ 9' = 36.00' WWFM WWFM W W L L W L 1 7 . 5 0' 4 ELECTRIC VEHICLE CHARGING SPACES W/ SIGNAGE PER DETAIL, SHEET SP06 ELEC ANSI A LEVEL 1 & 2 (TYPE A) DN UP LPG TANK 0' 0 . 5 ENTRY SHADED BY GARAGE 500 GALLON PROPANE TANK R50.00' R50.00' R25.00' R25.00' W W L L W L 4 . 0 0 ' FIRE RISER 160.79' EXPOSED BUILDING FOUNDATION MAIL KIOSK VAN VAN GARAGE LEVEL 1 FE = 871.67 MAIL 1 8 2.4 5' 14 SPAC ES @ 9' = 126.00' W L 13 SPAC ES @ 9' = 117.02' W F M W W L 2 5.0 0' W F M W W F M W 1 7.5 0' 1 7.5 0' W L PROPOSED GRAVITY RETAINING WALL CONCRETE SIDEWALK PERMEABLE CONCRETE SIDEWALK PROPERTY BOUNDARY FIRE LANE ACCESSIBLE ROUTE GRASS CRETE FIRE LANE SIDEWALK RAMP ACCESSIBLE PARKING SPACE & SIDEWALK RAMP CROSSWALK FENCE YARD FENCE STORM SEWER LINE WASTEWATER LINE WATER LINE WATER VALVE FIRE HYDRANT WASTEWATER MANHOLE STORMSEWER MANHOLE WATER METER UTILITY POLE OVERHEAD UTILITIES ELEC. UTILITY ELEC. MANHOLE LIGHT POLE TELEPHONE UTILITY W OU E E T F T G 1/2" REBAR FOUND (OR AS NOTED) CH 1/2" REBAR WITH CAP FOUND 1/2" REBAR WITH CHAPARRAL CAP SET UNDERGROUND FIBER OPTIC MARKER TELEPHONE MANHOLE UNDERGROUND GAS MARKER CHAIN LINK FENCE 1 T E E H S N A L P E T S D E L A T E D I I E U N E V A A G E V 3 1 3 5 I Y L M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D P - C O - N 4 - Z O N I N G : M F IN T#22638 20.63' TYPE II D RIVE W AY 25.00' 25.00' 2,370FT T O EIG E R R O A D L W ' 0 0 . 5 2 R 32 L.F. HANDRAIL W L Y A W K R A T P S E W H T U O O S T T F 7 4 7 R 473.74' R 2 5 . 0 0 ' N26°32'37"E 845.19' 7' 2 . 2 8 2 0 P S E N L H C T A M I B O C T O SI D E S I D E W A L K T W A L K = 1 7.4 6' S I D E W A L K = 1 2.0 0' O R . O . W . = 7.3 4' 365.06' N26°32'37"E 1462.47' {N28°57'E 1462.5'} 1000' HILL COUNTRY ROADWAY CORRIDOR SETBACK 2 0' L A Y D O W N C U R B 35 L.F. METAL BEAM GUARD FENCE PER DETAIL, SHEET 20 0 ' 5 . 0 R 2 R 3 . 0 0 ' 25.00' 2 0' L A Y D O W N C U R B R14.00' EX CLU SIVE W ATE RLIN E VA ULT EASE M E N T D O C. N O. ______ W L 5.00' 12.00' ' 0 0 . 6 2 R W L W L W L WWFM WWFM WWFM WWFM WWFM W L W L 42" (TYP.) PEDESTRIAN GATE WWFM W L WWFM W L 5 . 0 0 ' W L B UILDIN G 1 FF = 877.00 PEDESTRIAN GATE W/ KNOX BOX VEHICLE GATE W/ KNOX BOX 1 7.5 0' W L 3 SPA C ES @ 9' = 27.00' W L W F M W 2 SPA C ES @ 9' = 18.00' W F M W VAN 9' R 6 2 . 5 0 ' 9' W F M 8' W R 3 W L 7 . 5 0 ' 0 ' W F M 9 . 0 W 1 7 . 5 0 ' W L 4 S P A C E S @ = 3 6 . 0 0 ' 9 ' W F M W WWFM 5 . 0 0 ' 42" (TYP.) PEDESTRIAN GATE W/ KNOX BOX 6.00' ELE C 3 BIKE RACKS (6 SPACES) 239.95' TV CUSTOMER/RESIDENT ENTRANCE SHADED BY AWNING ANSI A LEVEL 4 (TYPE A) 0' 7.5 3 R R 1 5 . 0 0 ' R 5 . 0 0 ' R 3.00' W L WWFM 1 7 4.3 7' W L RESIDENT ENTRANCE SHADED BY AWNING POOL/AMENITY AREA REFER TO LANDSCAPE PLANS FOR ADDITIONAL DETAILS. W L W L E X C L U S I V D O E P C . E A R A S N E K 3.2 O M R . _ 3 A _ _ E E N C T R C _ _ R E _ _ S _ E A T I O N _ _ L W L W L W L W L W W L 2' 3.5 8 W L W L EMERGENCY INGRESS/EGRESS W L 370.27' ' 4 4 . 8 0 2 ' 0 4 . 2 1 2 121.33' GRAVITY RETAINING WALL 25.00' GARAGE LEVEL 0 FE = 866.34 RESIDENT ENTRANCE SHADED BY AWNING IDF S DN DN 3 2 9 . 6 5' WL WL WL WL WL WL WL WL WL 39.76' R 2 WL 5 . 0 0' WL 2 5.0 0' R ' 0 0 . 5 2 WL ' 0 0 . 5 2 ' 0 0 . 5 4 6" RIBBON CURB W/ FIRE LANE MARKING GRASS CRETE FIRE LANE NOTES: 1. 2. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII ARE 3' UNLESS OTHERWISE NOTED. ALL SIDEWALKS ADJACENT TO BACK OF CURB SHALL BE 5' WIDE. ALL OTHER SIDEWALKS SHALL BE 4' WIDE UNLESS OTHERWISE NOTED. 5. 4. PAVEMENT SHALL BE CONCRETE OR ASPHALT AS REQUIRED. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT REQUIREMENTS. THE SECURITY GATES MUST HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. IF THE GATES ARE TO BE CONTROLLED BY AN ELECTRIC GATE OPERATOR, THE EQUIPMENT MUST BE LISTED IN ACCORDANCE WITH UL325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. UPON ACTIVATION OF A KNOX SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL SWITCH IS RESET. IN COMPLIANCE WITH HILL COUNTRY ROADWAY REQUIREMENTS, THE BUILDING DESIGN SHALL UTILIZE STONE AND WOOD-LIKE FIBER CEMENT SIDING FOR THE EXTERIOR MATERIALS, PER THE ARCHITECTURAL PLANS. THE DESIGN DOES NOT INCLUDE MIRRORED GLASS. 6. LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 - G W D . 1 0 P S P - 6 1 4 0 - 4 1 2 A : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l i a R 0 0 5 7 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 SP01 16 SHEET NO. OF 87 SHEETS 06/15/2020P Z O N I N G : G R - M U - C O - N 25.00' 9 S P A C E S @ 9' = 8 1 . 0 0' 17.50' 0' 0 . 5 9 S P A C E S @ 9' = 8 1 . 0 0' 25.00' RISER ROOM F I R E R I S E R 4 . 0 0 ' 17.50' WL WL WL R 2 5 . 0 WL ' 0 WL WL 0 ' 5 . 0 2 R 8' 3'8' WWFM VAN WWFM 18' 9' 3' WL WL WL WL WL WL 8 SPACES @ 9' = 72.00' 0' 0 . 5 2 WWFM WWFM R 2 5 . 0 0 ' 0' 0 . 5 0' 5 . 7 1 WL WL WL WWFM 0' 5 . 7 1 WWFM 500 GALLON PROPANE TANK 0' 0 . 5 LPG TANK ELEC ANSI A LEVEL 1 & 2 (TYPE A) DN UP VAN VAN GARAGE LEVEL 1 FE = 871.67 MAIL ' 4 4 . 8 0 2 S O U T H ( P U B W LI C E R . O ( 1 0 5 5 S . W T P . W I D T 9/1 8 ) H V A R K A R I E S ) W A Y T R A I L A N D R E C R E 3 A 4.0 T I 4' O N E A S E M E N T S 6 2 ° 2 2'1 3 " E 7 6 1.9 4' 119.70' 194.09' S H A R E D U S E P AT H T O E A S E M E N T = 2.00' S.U.P. = 12.00' B O C T O S.U.P. = 37.71' 9 7.5 4' SIDEWALK 4.0 0' 42" (TYP.) PEDESTRIAN GATE ANSI A LEVEL 4 (TYPE A) 7' 2 . 2 8 230.16' BUILDING 3 FF = 875.50 ENTRY SHADED BY AWNING 4.00' 0' 0 . 5 ENTRY SHADED BY AWNING 3 BIKE RACKS (6 SPACES) SEE INSERT THIS SHEET FDC WL WL WL WL 13 SPACES @ 9' = 117.00' 13 SPACES @ 9' = 117.00' R 1 0.0 0' 1 0.0 0' WL WL WL R R 1 0 W W L L W L . 0 0 ' WWFM WL WL 4 SPACES @ 9' = 36.00' WWFM WWFM W W L L W L 1 7 . 5 0' WWFM WWFM 25.00' 25.00' R50.00' R50.00' R25.00' R25.00' FDC W W L L W L 4 . 0 0 ' BUILDING 1 & 4 RISER ROOM FIRE RISER RESIDENT ENTRANCE SHADED BY AWNING FIRE RISER 0' 0 . 5 2 R ' 0 0 . 0 5 R 0' 5 . 7 1 WL WL 0' 0 . 5 2 WWFM 0' 5 . 7 1 4.00' 1 7 . 5 0' 5.00' WL WL 7 SPACES @ 9' = 63.00' WL WL 9 SPACES @ 9' = 81.00' WWFM WWFM 8.00' WL WWFM GRAVITY RETAINING WALL 3 BIKE RACKS (6 SPACES) ELEC RESIDENT ENTRY SHADED BY AWNING C E L E ' 0 5 . 1 7 228.60' 5 . 0 0 ' 5.00' 5 . 0 0 ' 1 1 . 3 0 ' 23.52' 14.31' 212.59' 2 7 . 6 5 ' 0' R 2 WWFM 5.0 5 .0 WWFM R 2 WWFM 0' 4.50' 37.96' 2 5 . 0 0 ' 20.00' 8 SPACES @ 9' = 72.00' 8.00' 11 SPACES @ 9' = 99.14' WWFM WWFM WWFM WWFM WWFM 1 7 . 5 0 ' 2 5 . 0 0 ' 1 7 . 5 0 ' 5 . 0 0 ' 1 0 P S E N L H C T A M I ' 0 4 . 2 1 2 121.33' GARAGE LEVEL 0 FE = 866.34 POOL/AMENITY AREA REFER TO LANDSCAPE PLANS FOR ADDITIONAL DETAILS. RESIDENT ENTRANCE SHADED BY AWNING RESIDENT ENTRANCE SHADED BY AWNING ANSI A LEVEL 1 (TYPE A) BUILDING 4 FF = 871.67 218.01' IDF S DN DN EXPOSED BUILDING FOUNDATION RESIDENT ENTRANCE SHADED BY AWNING 3 2 9 . 6 5' 1 3 S P A C E S @ 9 ' = 1 1 7 . 0 0 ' 1 4 S P A C E S @ 9 ' = 1 2 6 . 0 0 ' 5.00' 17.50' 25.00' 17.50' ANSI A LEVEL 3 & 4 (TYPE A) ' 0 4 . 2 2 2 ' 4 2 . 3 1 ' 4 2 . 2 2 REMOVABLE BOLLARDS PER DETAIL, SEE SP03 25.00' 25.00' IDF FF= ELEC 869.00 6" RIBBON CURB W/ FIRE LANE MARKING ' 0 0 . 5 4 WL 2 5.0 0' R WL ' 0 0 . 5 2 6" RIBBON CURB W/ FIRE LANE MARKING GRASS PAVE 2 FIRE LANE SEE DETAILS, SHEET SP03 R 2 5 . 0 0 ' R 5 0.0 0' 2 5 . 0 0 ' 1 6 5.6 9' 377.23' 1 7 . 5 0' 3 0 5.0 0' WASTEWATER LIFT STATION REFER TO WW01 FOR ADDITIONAL LAYOUT INFORMATION IN T#22639 ENTRY SHADED BY AWNING RISER ROOM FIRE RISER 0' 0 . 5 0' 0 . 5 2 R 4' 2 . 5 0' 0 . 5 15.74' 5.00' 8.00' WL WL WL INSERT SCALE 1"=10' WL WL WL 30 15 0 30 60 SCALE IN FEET LEGEND PROPOSED EXISTING PROPOSED GRAVITY RETAINING WALL CONCRETE SIDEWALK PERMEABLE CONCRETE SIDEWALK PROPERTY BOUNDARY FIRE LANE ACCESSIBLE ROUTE GRASS CRETE FIRE LANE SIDEWALK RAMP ACCESSIBLE PARKING SPACE & SIDEWALK RAMP CROSSWALK FENCE YARD FENCE STORM SEWER LINE WASTEWATER LINE WATER LINE WATER VALVE FIRE HYDRANT WASTEWATER MANHOLE STORMSEWER MANHOLE WATER METER UTILITY POLE OVERHEAD UTILITIES ELEC. UTILITY ELEC. MANHOLE LIGHT POLE TELEPHONE UTILITY W OU E E T F T G 1/2" REBAR FOUND (OR AS NOTED) CH 1/2" REBAR WITH CAP FOUND 1/2" REBAR WITH CHAPARRAL CAP SET UNDERGROUND FIBER OPTIC MARKER TELEPHONE MANHOLE UNDERGROUND GAS MARKER CHAIN LINK FENCE // WW WL WWWW ST NOTES: 1. 2. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII ARE 3' UNLESS OTHERWISE NOTED. ALL SIDEWALKS ADJACENT TO BACK OF CURB SHALL BE 5' WIDE. ALL OTHER SIDEWALKS SHALL BE 4' WIDE UNLESS OTHERWISE NOTED. 5. 4. PAVEMENT SHALL BE CONCRETE OR ASPHALT AS REQUIRED. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT REQUIREMENTS. THE SECURITY GATES MUST HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. IF THE GATES ARE TO BE CONTROLLED BY AN ELECTRIC GATE OPERATOR, THE EQUIPMENT MUST BE LISTED IN ACCORDANCE WITH UL325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. UPON ACTIVATION OF A KNOX SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL SWITCH IS RESET. IN COMPLIANCE WITH HILL COUNTRY ROADWAY REQUIREMENTS, THE BUILDING DESIGN SHALL UTILIZE STONE AND WOOD-LIKE FIBER CEMENT SIDING FOR THE EXTERIOR MATERIALS, PER THE ARCHITECTURAL PLANS. THE DESIGN DOES NOT INCLUDE MIRRORED GLASS. 6. LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 Y L I M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D 2 T E E H S N A L P E T S D E L A T E D I I E U N E V A A G E V 3 1 3 5 - G W D . 1 0 P S P - 6 1 4 0 - 4 1 2 A : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 9 3 4 . . 2 1 5 x a F . 0 0 7 4 9 3 4 2 1 5 . e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 SP02 17 SHEET NO. OF 87 SHEETS 06/15/2020 I 1 G N D L U B I 0 0 . 7 7 8 = F F ENTRY SHADED BY AWNING C E L E ' 5 9 . 9 3 2 S E C A P S 2 ' 0 0 . 8 1 = ' 9 @ V A N ' 0 0 . 6 V T A SI A E L 4 N E A ) V L E P (T Y ENTRY SHADED BY AWNING P O-N F-4-C G: M NIN O Z 8 3 6 2 2 # T N I R 4 7 3 . 7 4 ' R25.00' ' 5 2 . 3 1 2 ' 9 1 . 5 4 8 E " 7 3 2 3 ° 6 2 N ' ' 3 6 . 0 2 ' 0 0 . 5 2 ' 0 0 . 5 2 20' LAYDOWN CURB ' 0 5 . 7 3 R ' 0 0 . 5 2 0' 5.0 2 R R 3 . 0 0' R 1 5.0 0' R5.00' 5.00' R25.00' 20' LAYDOWN CURB R 1 4.0 0' ' 0 0 . 6 2 R ' 0 0 . 2 1 WL WL WL WL WL WL WL WL WL WL WL W F M WL W W F M W 83.52' W L W L 2 5.0 0' ' 0 0 . 5 4 W L ' 0 0 . 5 2 W L ' 0 0 . 5 2 R W L R25.00' W L 3 9.7 6' W L W L ' 0 0 . 5 2 W L W L W L W L PARKLAND IMPROVEMENTS: ' 7 2 . 0 7 3 REFER TO LANDSCAPE SHEETS FOR DETAILED LAYOUT NATURE TRAIL BOC TO SIDEWALK = 17.46' SIDEWALK = 12.00' SIDEWALK TO R.O.W. = 7.34' L W DOG PARK L W EXCLUSIVE PARK RECREATION L W EASEMENT DOC. NO.__________ 3.23 ACRES 17.50' 25.00' 17.50' ' 2 0 . 7 1 1 = ' 9 @ S E C A P S 3 1 ' 0 0 . 6 2 1 = ' 9 @ S E C A P S 4 1 17.50' L W L W L W L W S E C A P S 3 ' 0 0 . 7 2 = ' 9 @ L W M F W W M F W W M F W W M F W W M F W W ' 9 ' 9 M F W W ' 8 R62.50' R L W 3 7.5 0' 0' 9.0 M F W W 1 7 . 5 0 ' L W 4 SPACES @ 9' = 36.00' M F W W ' 0 0 . 3 R L W W F M W W F M 174.37' W W F M W L W L W L W PICNIC PAVILION 258.13' W F M W W F M W L W W F M W W F M W L W L W L W L W T N E M E S A E M O C E L E T L A C R T C E L E I / ' 0 2 T A L P R E P I E N L R E T A W E V S U L C X E I T N E M E S A E T L U A V _ _ _ _ _ _ . O N . C O D ' 6 0 . 5 6 3 } ' 5 . ' 2 6 4 1 E 7 5 ° 8 2 N { ' 7 4 . 2 6 4 1 E " 7 3 2 3 ° 6 2 N ' ' 8 2 . 7 1 6 W " 7 3 2 3 ° 6 2 S ' N62°08'38"W 29.02' VOLLEYBALL COURT TURF GRASS PLAY AREA N62°08'38"W 822.71' (N62°08'02"W 822.67') 640.62' 30 15 0 30 60 SCALE IN FEET LEGEND PROPOSED EXISTING PROPOSED GRAVITY RETAINING WALL CONCRETE SIDEWALK PERMEABLE CONCRETE SIDEWALK PROPERTY BOUNDARY FIRE LANE ACCESSIBLE ROUTE GRASS CRETE FIRE LANE SIDEWALK RAMP ACCESSIBLE PARKING SPACE & SIDEWALK RAMP CROSSWALK FENCE YARD FENCE STORM SEWER LINE WASTEWATER LINE WATER LINE WATER VALVE FIRE HYDRANT WASTEWATER MANHOLE STORMSEWER MANHOLE WATER METER UTILITY POLE OVERHEAD UTILITIES ELEC. UTILITY ELEC. MANHOLE LIGHT POLE TELEPHONE UTILITY W OU E E T F T G 1/2" REBAR FOUND (OR AS NOTED) CH 1/2" REBAR WITH CAP FOUND 1/2" REBAR WITH CHAPARRAL CAP SET UNDERGROUND FIBER OPTIC MARKER TELEPHONE MANHOLE UNDERGROUND GAS MARKER CHAIN LINK FENCE // WW WL WWWW ST 3 T E E H S N A L P E T S D E L A T E D I I E U N E V A A G E V 3 1 3 5 Y L I M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D NOTES: 1. 2. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII ARE 3' UNLESS OTHERWISE NOTED. ALL SIDEWALKS ADJACENT TO BACK OF CURB SHALL BE 5' WIDE. ALL OTHER SIDEWALKS SHALL BE 4' WIDE UNLESS OTHERWISE NOTED. 5. 4. PAVEMENT SHALL BE CONCRETE OR ASPHALT AS REQUIRED. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT REQUIREMENTS. THE SECURITY GATES MUST HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. IF THE GATES ARE TO BE CONTROLLED BY AN ELECTRIC GATE OPERATOR, THE EQUIPMENT MUST BE LISTED IN ACCORDANCE WITH UL325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. UPON ACTIVATION OF A KNOX SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL SWITCH IS RESET. IN COMPLIANCE WITH HILL COUNTRY ROADWAY REQUIREMENTS, THE BUILDING DESIGN SHALL UTILIZE STONE AND WOOD-LIKE FIBER CEMENT SIDING FOR THE EXTERIOR MATERIALS, PER THE ARCHITECTURAL PLANS. THE DESIGN DOES NOT INCLUDE MIRRORED GLASS. 6. LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 - G W D . 1 0 P S P - 6 1 4 0 - 4 1 2 A : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 9 3 4 . . 2 1 5 x a F . 0 0 7 4 9 3 4 2 1 5 . e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 SP03 18 SHEET NO. OF 87 SHEETS 06/15/2020Y L I M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D 30 15 0 30 60 SCALE IN FEET LEGEND PROPOSED EXISTING PROPOSED GRAVITY RETAINING WALL CONCRETE SIDEWALK PERMEABLE CONCRETE SIDEWALK PROPERTY BOUNDARY FIRE LANE ACCESSIBLE ROUTE GRASS CRETE FIRE LANE SIDEWALK RAMP ACCESSIBLE PARKING SPACE & SIDEWALK RAMP CROSSWALK FENCE YARD FENCE STORM SEWER LINE WASTEWATER LINE WATER LINE WATER VALVE FIRE HYDRANT WASTEWATER MANHOLE STORMSEWER MANHOLE WATER METER UTILITY POLE OVERHEAD UTILITIES ELEC. UTILITY ELEC. MANHOLE LIGHT POLE TELEPHONE UTILITY W OU E E T F T G 1/2" REBAR FOUND (OR AS NOTED) CH 1/2" REBAR WITH CAP FOUND 1/2" REBAR WITH CHAPARRAL CAP SET UNDERGROUND FIBER OPTIC MARKER TELEPHONE MANHOLE UNDERGROUND GAS MARKER CHAIN LINK FENCE // WW WL WWWW ST NOTES: 1. 2. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII ARE 3' UNLESS OTHERWISE NOTED. ALL SIDEWALKS ADJACENT TO BACK OF CURB SHALL BE 5' WIDE. ALL OTHER SIDEWALKS SHALL BE 4' WIDE UNLESS OTHERWISE NOTED. 5. 4. PAVEMENT SHALL BE CONCRETE OR ASPHALT AS REQUIRED. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT REQUIREMENTS. THE SECURITY GATES MUST HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. IF THE GATES ARE TO BE CONTROLLED BY AN ELECTRIC GATE OPERATOR, THE EQUIPMENT MUST BE LISTED IN ACCORDANCE WITH UL325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. UPON ACTIVATION OF A KNOX SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL SWITCH IS RESET. IN COMPLIANCE WITH HILL COUNTRY ROADWAY REQUIREMENTS, THE BUILDING DESIGN SHALL UTILIZE STONE AND WOOD-LIKE FIBER CEMENT SIDING FOR THE EXTERIOR MATERIALS, PER THE ARCHITECTURAL PLANS. THE DESIGN DOES NOT INCLUDE MIRRORED GLASS. 6. 4 T E E H S N A L P E T S D E L A T E D I I E U N E V A A G E V 3 1 3 5 - G W D . 1 0 P S P - 6 1 4 0 - 4 1 2 A : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 9 3 4 . . 2 1 5 x a F . 0 0 7 4 9 3 4 2 1 5 . e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. C E L E R Know what's below. Call before you dig. C E L E SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 ' 0 5 . 1 7 2 2 8.6 0' DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 SP04 19 SHEET NO. OF 87 SHEETS SOUTHWEST PARKWAY (PUBLIC R.O.W. WIDTH VARIES) (10559/18) S62°22'13"E 761.94' ' . 0 0 2 1 = . . P U S . ' 1 7 . 7 3 = . . . P U S O T C O B 4 . 0 0 ' ' 0 0 . 2 = T N E M E S A E O T H T A P E S U D E R A H S ' 9 0 . 4 9 1 ' 0 7 . 9 1 1 A N L S I A E V P Y E ( T L 4 E A ) E E R F I R R I S ' 0 0 . 5 2 R 8 . 0 0 ' W L 0 ' 5 . 0 1 7 . 5 0 ' 0 ' 3 . 0 W L S @ 9 ' = 6 W L S @ 9 ' = 8 W W F 1 . 0 E 0 ' M ' 0 0 . 0 5 R M W W F 5 . 0 0 ' 5 . 0 0 ' 2 3.5 2' 1 1 . 3 0 ' 5.0 0' M F W W M F W W 1 7 . 5 0 ' 5 . 0 0 ' 1 7 . 5 0 ' 8.0 0' 2 5 . 0 0 ' S @ 9' = 7 2.0 0' E C A P M F W W 1 1 S S @ 9' = 9 9.1 4' F W W M E C A P 8 S M F W W 6' WIDE SIDEWALK AND CURB RAMP WITH TRUCTUDED DOMES SHOWN FOR COORDINATION WITH VEGA INTERSECTION IMPROVEMENTS CURB RAMP WITH TRUNCATED DOMES 2 1 1 1 1 # T N I ' 0 0 . 6 C 1 1 2 . 0 0 ' 325.60' TRAIL AND RECREATION EASEMENT 34.04' 97.54' ' 7 9 . 8 4 2 ' 4 9 . 2 9 1 E " 4 3 9 2 ° 9 2 N ' } ' 6 . 3 9 1 E 7 5 ° 1 3 N ' { N43°41'03"W 78.85' ' 9 6 . 8 2 1 BOC TO SIDEWALK = 58.37' P O-N U-C R-M G: G NIN O Z 6 ' 0 . 1 3 2 D I N U I L F = 8 F B G 3 5 . 5 7 0 ' 0 0 . 5 0 ' 5 . 0 2 ' 7 2 . 2 8 9 S P A C E ' 0 0 . 5 9 S P A C E S @ 9 ' = 8 1 . 0 0 ' 0 ' 5 . 0 2 S @ 9 ' = 8 1 . 0 0 ' 0 ' 7 . 5 1 FIRE RISER 4.00' ' 0 0 . 5 0 ' 7 . 5 1 W L W L W L ' 0 0 . 5 2 0 ' 2 . 0 ' 0 5 . 7 1 W L W L W L S @ 9 ' = 7 W W F M M W W F ' 0 5 . 7 1 K N A G T P L ' 0 0 . 5 0' 5.0 2 R W L W L W L E C A P M 8 S W W F W L R25.00' W L W L 3 ' 9 ' M 8 ' 1 W W F W L W L W L 3 ' V A N 8 ' M 8 ' W W F R 6 7 . 5 0' WL 7 SPACES @ 9' = 63.00' ' 0 5 . 7 1 W L W L 0 ' 6 . 0 W W F M E C W L A P 7 S W L ' 0 0 . 5 2 P 9 S C A W W F M M W W F ' 0 5 . 7 1 0 ' 4 . 0 W L W L S @ 9 ' = 3 E W W F M 1 7 . 5 0 ' W W L W L L W W L W L C L A P 4 S M W W F 0 ' 4 . 0 0 ' 7 . 0 W L 1 S @ 9 ' = 1 W L W L R10.00' ' 0 0 . 0 1 R M W W F 0 ' 5 . 0 2 E 3 S 1 C W L A P W L W L M W W F 5 R 0 ' 0 . 0 2 5.0 0' R 4.00' W W L L W L R E E R IS FIR 169.48' BUILDING 2 FF = 884.10 06/15/2020” ” ” SCH. 40 GALVANIZED 48 mm (1 9/10'') O.D. 762 mm-914 mm (30''-36'') 5.8 mm (2'') MIN. 152 mm (6'') MIN. 300 mm (1') 125 mm (5'') 1.8 m (6'-0'') 19 mm (3 4") DIA. HOLE 300 mm (1') 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE BASE PLATE DETAIL 125 mm (5'') 5M (#3) BARS 50 mm (2'') 508 - 610 mm (20 - 24'') FRONT VIEW SEE BASE PLATE DETAIL TYP 9.5 mm (3/8'') Ø DRILLED VENT HOLE TOP SIDE ONLY TOP VIEW 76 mm (3'') MIN. 152 mm (6'') MIN. 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE ALT BASE PLATE DETAIL (CIRCULAR OR OVAL PLATE) GENERAL NOTES: 1. RACK INSTALLATION METHOD SHALL COMPLY WITH CITY STANDARD DETAIL 710S-3, 710S-4, OR 710S-5. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND CITY OF AUSTIN CODE SECTION 25-6-477 OR ITS SUCCESSOR. 3. BASE PLATES TO BE 6.35 mm (1/4") PLATES, ASTM A-36 1010-1018 LOW CARBON PRIME STEEL 1.8 m (6'-0'') 1.7 m (5'-8'') 3 m (10'') 19 mm (3 4") DIA. HOLE 5M (#3) BARS 19 mm (3 4") DIA. HOLE 100 mm (4'') 75 mm (3'') 5M (#3) BARS 75 mm (3'') 100 mm (4'') 50 mm (2'') 19 mm (3 4") DIA. HOLE CROSS SECTION ALL CONCRETE SHALL BE CLASS "A" IN ACCORDANCE WITH ITEM 403S. 250 mm (10'') 50 mm (2'') 100 mm (4'') I S N O S V E R I SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY COUNG TRAN CLASS III STYLE BICYCLE PARKING 09/26/12 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 710S-1 1 OF 1 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PARKING LOT BUMPER CURB RECORD COPY SIGNED BY BILL GARDNER APPROVED 3/15/05 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 439S-1 I G N D N A L ' 0 4 . E P O L S X A M % 2 2' ACCESSIBLE PARKING SIGN - VAN ACCESSIBLE (TYP.) SEE DETAIL P M A R ' 0 . 6 E P O L S 1 2 1 : ' 0 . 3 . X A M % 2 ' ' 6 - ' 8 1 E P A C S D N A L D N A L S I 2% MAX. 2'-0'' 8'-0'' 5'-0'' TYPICAL SPACE NOTE: 1. THE SLOPE OF ACCESSIBLE SPACES AND ASSOCIATED ACCESS AISLE SHALL NOT EXCEED 1:48 IN ANY DIRECTION 2. ALL WALKWAYS, RAMPS, ACCESSIBLE PARKING SIGNAGE, ETC. SHALL MEET APPROVED A.D.A. STANDARDS RAMP (PERPINDICULAR) DETAIL NTS DETECTABLE WARNING SURFACE W/ TRUNCATED DOMES LAY DOWN CURB RESERVED PARKING R7-8 12" X 18" VAN ACCESSIBLE R7-8A 12" X 6" 1'-0" MIN. " 0 - ' 5 . I N M " 0 - ' 2 LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 INSTALLED IN FRONT OF EACH ACCESSIBLE SPACE ACCESSIBLE SIGN NTS DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C REMOVABLE BOLLARD DETAIL NO SCALE 6.0' RAMP 12:1 SLOPE HANDICAP SIGN - VAN ACCESSIBLE (TYP.) SEE DETAIL DETECTABLE WARNING SURFACE W/ TRUNCATED DOMES TYPICAL GRASSPAVE2 DETAIL NTS – 6.0' RAMP 12:1 SLOPE CURB TO MATCH SIDEWALK LAY DOWN CURB SIDEWALK 2' ' . 0 3 WHEEL STOP (TYP.) SEE DETAIL 2'-0'' 2'-0'' ' ' 0 - ' 8 1 E P A C S D N A L D N A L S I 8'-0'' 5'-0'' ACCESS AISLE 8'-0'' (ALT - 11' 0") 8' 0" ACCESS AISLE (ALT - 5' 0") TYPICAL SPACE VAN ACCESSIBLE SPACE NOTE: 1. THE SLOPE OF ACCESSIBLE SPACES AND ASSOCIATED ACCESS AISLE SHALL NOT EXCEED 1:48 IN ANY DIRECTION 2. ALL WALKWAYS, RAMPS, ACCESSIBLE PARKING SIGNAGE, ETC. SHALL MEET APPROVED A.D.A. STANDARDS ACCESSIBLE PARKING/RAMP DETAIL NTS I S L A T E D E T S I E U N E V A A G E V 3 1 3 5 I Y L M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D - G W D . 1 0 S E T O N P S P - 6 1 4 0 - 4 1 2 A - : E M A N G N W A R D I Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l i a R 0 0 5 7 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A JOB NUMBER: A214-0416 SP05 20 SHEET NO. OF 87 SHEETS 06/15/2020THE AUSTIN FIRE DEPARTMENT REQUIRES ASPHALT OR CONCRETE PAVEMENT PRIOR TO CONSTRUCTION FIRE DEPARTMENT 1. AS AN "ALL WEATHER SURFACE." HYDRANTS MUST BE INSTALLED WITH THE CENTER OF THE 4-INCH OPENING AT LEAST EIGHTEEN (18) 2. INCHES ABOVE FINISHED GRADE. THE 4-INCH OPENING MUST FACE THE DRIVEWAY OR STREET WITH A THREE (3) TO SIX (6) FOOT SETBACK FROM CURBLINE(S). NO OBSTRUCTION IS ALLOWED WITHIN THREE (3) FEET OF ANY HYDRANT AND THE 4-INCH OPENING MUST BE TOTALLY UNOBSTRUCTED FROM THE STREET. TIMING OF INSTALLATION: WHEN FIRE PROTECTION FACILITIES ARE INSTALLED BY THE DEVELOPER, SUCH 3. FACILITIES INCLUDE ALL SURFACE ACCESS ROADS WHICH SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. WHERE ALTERNATE METHODS OF PROTECTION ARE PROVIDED, AS APPROVED BY THE FIRE CHIEF, THE ABOVE MAY BE MODIFIED OR WAIVED. ALL PERVIOUS/DECORATIVE PAVING SHALL BE ENGINEERED AND INSTALLED FOR 80,000 LB. LIVE VEHICLE LOADS. ANY PERVIOUS/DECORATIVE PAVING WITHIN 100' OF ANY BUILDING MUST BE APPROVED BY THE FIRE DEPARTMENT. COMMERCIAL DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN TEN (10) FEET OF OPENINGS, COMBUSTIBLE WALLS, OR COMBUSTIBLE EAVE LINES. FIRE LANES DESIGNATED ON SITE PLAN SHALL BE REGISTERED WITH CITY OF AUSTIN FIRE 4. 5. 6. MARSHAL'S OFFICE AND INSPECTED FOR FINAL APPROVAL. 7. VERTICAL CLEARANCE REQUIRED FOR FIRE APPARATUS IS 14 FEET FOR FULL WIDTH OF ACCESS DRIVE. FIRE DEPARTMENT ACCESS ROADS AND WATER SUPPLY FOR FIRE PROTECTION MUST BE INSTALLED AND SERVICEABLE PRIOR TO AND DURING BUILDING CONSTRUCTION. CITY OF AUSTIN ELECTRIC UTILITY NOTES 1. THE ELECTRIC UTILITY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. THE UTILITY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25-8, SUBCHAPTER 8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH AN 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 CHAPTER 25-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER WHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE PROPOSED OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COST INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. ANY RELOCATION OF EXISTING ELECTRIC FACILITIES SHALL BE AT OWNERS EXPENSE. SITE PLAN RELEASE NOTES 1. 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. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT CODE (CHAPTER 25-10). ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR PLANNING COMMISSION APPROVED SITE PLANS. FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF, OR DAMAGE TO UTILITIES. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A CONCRETE PERMIT IS REQUIRED. COMPLIANCE WITH THE COMMERCIAL AND MULTI-FAMILY RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES WITH 100 OR MORE UNITS AND BUSSINESS AND OFFICE BUILDINGS WITH 100 OR MORE EMPLOYEES ON SITE. SITE PLAN REQUIREMENTS PER RESTRICTIVE COVENANT (C14R-86-077) A) ANY STRUCTURE CONSTRUCTED ON THIS SITE SHALL NOT EXCEED FOUR STORIES OR A HEIGHT GREATER THAN 60 FEET, WHICHEVER IS LESS. B) AFTER CERTIFICATE OF OCCUPANCY IS ISSUED BY THE CITY OF AUSTIN, THE OWNER SHALL: (i) (ii) PROVIDE FIELD NOTES FOR THE PORTION OF THE SITE SITUATED WITHIN THE 100-YEAR FLOODPLAIN, AND NOT OBJECT TO SAID FLOODPLAIN AREA BEING REZONED "RR" RURAL RESIDENCE DISTRICT AS DEFINED IN CHAPTER 13-2 OF THE AUSTIN CITY CODE. GENERAL NOTES FOR MORE DETAILED SITE PLAN INFORMATION SEE "SITE PLAN" SHEET SP1. SEE SHEET EC1 FOR TREE TYPES AND SIZES. ALL PROPOSED SIDEWALK RAMPS ARE TYPE 1B. FOR EXISTING BUILDINGS LOCATED WITHIN 50 FEET OF THIS SITE, SEE SHEET SP1. 5. ALL DIMENSIONS ARE TO FACE OF CURB IN PARKING AND DRIVE AISLE AREAS. 6. ALL AREAS DISTURBED BY CONSTRUCTION OF THIS PROJECT SHALL BE REVEGETATED AND ALL PERMANENT EROSION/SEDIMENTATION CONTROLS COMPLETED PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS FOR THAT PHASE. TEMPORARY EROSION/SEDIMENTATION CONTROLS SHALL BE ADJUSTED AS NEEDED PRIOR TO THIS RELEASE TO INSURE THAT SUBSEQUENT AREAS ARE ADEQUATELY COVERED. ADDITIONALLY, ANY AREA WITHIN THE LIMIT OF CONSTRUCTION OF THE PROJECT WHICH IS NOT ADEQUATELY REVEGETATED SHALL BE BROUGHT INTO COMPLIANCE PRIOR TO THE RELEASE OF CERTIFICATE OF OCCUPANCY. BICYCLE PARKING SHALL BE CLASS III, RACK TYPE I, 1-4 SPACES. REFER TO DETAIL 710S-1 ON THIS SHEET. FIRE DEPARTMENT ACCESS LANES WILL REQUIRE WHITE LETTERING ON A RED BACKGROUND WITH THE WORDS "FIRE ZONE/ TOW AWAY ZONE" IN LETTERS AT LEAST 3 INCHES TALL AT INTERVALS OF 35 FEET OR LESS. 9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION. 10. CONTRACTOR AND/OR SUBCONTRACTOR SHALL TAKE EVERY PRECAUTION TO NOT DAMAGE CONSTRUCTED CURB AND GUTTER, PAVEMENT AND/OR SIDEWALKS. ANY DAMAGE TO CONSTRUCTED CURB AND GUTTER, PAVEMENT AND/OR SIDEWALKS MAY RESULT IN THE RECONSTRUCTION OF THE DAMAGED AREA(S) BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 8. 2. 3. 4. 5. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1. 2. 3. 4. 7. 8. 11. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH SECTION 2.5.2.E 12. EXTERIOR LIGHTING ABOVE THE SECOND FLOOR IS PROHIBITED IN THE GO, LR, GR, CS, OR CS-1 ZONING DISTRICTS, WHEN ADJACENT TO AN SF-5 OR MORE RESTRICTIVE ZONING DISTRICT. COMPATIBILITY STANDARDS NOTES: a. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERY. [SECTION 25-2-1064] b. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM A PROPERTY USED OR ZONED AS SF-5 OR MORE RESTRICTIVE. [SECTION 25-2-1067). c. THE USE OF HIGHLY REFLECTIVE SURFACES, SUCH AS REFLECTIVE GLASS AND REFLECTIVE METAL ROOFS, WHOSE PITCH IS MORE THAN A RUN OF SEVEN (7) TO A RISE OF TWELVE (12), WILL BE PROHIBITED. [SECTION 25-2-1067]. d. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. [SECTION 25-2-1067). SCREENING: 1. COMPATIBILITY SCREENING ALONG NORTHERN PROPERTY LINE, WHERE ADJACENT TO SINGLE FAMILY ZONING, SHALL BE ACCOMPLISHED BY PRESERVATION OF EXISTING DENSE VEGETATION. 2. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR EQUAL QUALITY TO PRINCIPAL BUILDING MATERIALS. EVCS PARKING SPACE SIGNS E U N E V A A G E V 3 1 3 5 - G W D . 1 0 S E T O N P S P - 6 1 4 0 - 4 1 2 A - : E M A N G N W A R D I I Y L M A F - I T L U M A G E V T N E M P O L E V E D E T S R O F S N A L P I I S N O T A L U C L A C D N A S E T O N E T S I I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 9 1 0 2 2 1 7 / / : E T A D Q C K Q C K : Y B D E N G S E D I : Y B N W A R D M D S : Y B D E K C E H C 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l i a R 0 0 5 7 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. R Know what's below. Call before you dig. SITE PLAN RELEASE - SPC-2019-0429C JONATHAN DAVILA FILE NUMBER: CASE MANAGER: APPROVED ADMINISTRATIVELY ON: APPROVED BY PLANNING COMMISSION ON: APPROVED BY CITY COUNCIL ON: under Section of Chapter of the Austin City Code. EXPIRATION DATE: APPLICATION DATE: 25-5 142 09/27/2019 DEVELOPMENT SERVICES DEPARTMENT DATE OF RELEASE: Rev. No. 1 Rev. No. 2 Rev. No. 3 Zoning: Correction No.1 Correction No.2 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 OF NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. SPC-2019-0429C JOB NUMBER: A214-0416 SP06 21 SHEET NO. OF 87 SHEETS 06/15/2020SOUTHWEST PKWY DR D H R NC A R R E T FOS LO-CO-NP MF-2-CO-NP GR-MU-CO-NP LR-MU-NP MF-4-CO-NP EIGER RD E V A A G VE LO-NP GR-CO-NP MF-1-NP ± SUBJECT TRACT 0 160 320 ZONING BOUNDARY SF-2-NP CASE#: ADDRESS: CASE NAME: MANAGER: SPC-2019-0429C 5313 Vega Avenue Vega Multifamily Rosemary Avila 640 Feet This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. This product has been produced by the Planning and Development Review Department for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. OPERATOR: R. Avila 13 of 13B-26