B-07 (SPC-2019-0147C - The Addie) — original pdf
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ZONING AND PLATTING COMMISSION HILL COUNTRY ROADWAY SITE PLAN REVIEW SHEET 10 16.82 acres 800 N Capitol of Texas Hwy Bee Creek (Water Supply Rural) SPC-2019-0147C ZAP COMMISSION DATE: June 16, 2020 VTC Addie LLC 205 Wild Basin Rd South Bldg 1 Austin, Texas 78746 Anthony Ennis LandDev Consulting, LLC 8200 North MOPAC, Ste. 250 Austin, Texas 78759 CASE NUMBER: PROJECT NAME: The Addie ADDRESS: DISTRICT: WATERSHED: AREA: APPLICANT: AGENT: CASE MANAGER: Christine Barton-Holmes, CNUa, LEED AP (512) 974-2788 EXISTING ZONING: PUD PROPOSED USE: associated improvement within the Low Intensity Zone of the Loop 360 Hill Country Roadway Corridor. REQUEST: The site is located within the Low Intensity Zone of the Loop 360 Hill Country Roadway Corridor, and must be presented to the Zoning and Platting Commission for approval, a Hill Country Roadway Ordinance requirement. WAIVER REQUEST: There are no waiver requests with this application. SUMMARY STAFF RECOMMENDATION FOR HCRC SITE PLAN: Staff recommends approval of this Hill Country Roadway site plan. The site plan complies will all other applicable requirements of the Land Development Code including all Hill Country Roadway Corridor development regulations. All comments have been cleared. The focus of granting the request should be based upon the site development regulations meeting the criteria of the Hill Country Ordinance and not the merits of the Council approved PUD. The question is to grant or deny; additional conditions may not be imposed. The applicant proposes to construct commercial multi-family with christine.barton-holmes@austintexas.gov 1 of 11B-7 PROPOSED PARKING:108 PROPOSED USE: Condominiums PROPOSED F.A.R.: .1830:1 PROPOSED HEIGHT: 35’ PROPOSED BLDG. CVRG: 10.77% PROPOSED IMP. CVRG.: 19.32%) ZONING AND PLATTING COMMISSION ACTION: A previous, similar case, SPC-2016- 0453C, which proposed 67 units, was postponed from the November 7, 2017 meeting by staff, from the December 5, 2017 meeting by neighborhood request, and from the January 2, 2018 meeting by applicant request. The application was also postponed from the January 16, 2018 agenda by mutual applicant and neighborhood request, and from the February 20, 2018 agenda due to a posting error. The case was withdrawn by staff at the March 8, 2018 hearing and subsequently expired. The case presented here is a new case comprised of only Lot 1, rather than Lots 1 & 5. LEGAL DESCRIPTION: Lot 1, Block A of the Rob Roy 360 Subdivision (200100089) EXIST. ZONING: PUD ALLOWED F.A.R.: NA ALLOWED HEIGHT: 35’ MAX. BLDG. COVERAGE: NA MAX. IMPERV. CVRG.: 20.8% MIN. REQ. HC NATURAL AREA: 6.73 ac PROVIDED: 7.40 ac REQUIRED PARKING: 92 SUMMARY COMMENTS ON SITE PLAN: Land Use: This site is part of the Davenport West PUD plan, which was approved per Ordinance 89020-B, 010719-115, 0101719-28, 021205-17, 20050825-040, 20070322-059, and 20140306- 033. The project is comprised of 47 residential units, with all but 12 of them in a single-family configuration, and complies with the PUD. The applicant will use building materials that are compatible with the Hill Country environment, and the site plan will comply with all requirements of the Land Development Code prior to its release. Environmental: This site is located in the Bee Creek watershed, and is subject to Water Supply Rural Watershed regulations. All environmental comments have been addressed and cleared. Transportation: Access to the proposed site will be taken from Capitol of Texas Highway North. The site plan will comply with all transportation requirements prior to release. SURROUNDING CONDITIONS: North: Single-family residential (PUD and SF-1) East: Capitol of Texas Hwy, then preserve West: Preserve and single-family (SF-2 and ETJ) South: Single-family and office (SF-2 and LO) Street Capitol of Texas Hwy 380’ 140’ (split) NEIGHBORHOOD ORGANIZATION: Classification Surfacing Highway R.O.W. Austin Neighborhoods Council Bat Conservation International, Inc. Bike Austin City of Rollingwood Davenport Ranch Neighborhood Association Friends of Austin Neighborhoods Neighborhood Empowerment Foundation Preservation Austin Rob Roy Homeowners Association, Inc. Save Our Springs Alliance SEL Texas 2 of 11B-7Sierra Club The Island on Westlake Owners Assn. Travis County Natural Resources 3 of 11B-7 4 of 11B-769 69 117 5 of 11B-771 71 117 6 of 11B-773 73 117 7 of 11B-775 75 117 8 of 11B-777 77 117 9 of 11B-7D N U O B H T R O N 0 6 3 P O O L S E N A L T N E M E V A P G N T S X E I I ' 2 3 . 0 4 H T D W I SPEED LIMIT 60 // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / / // // // // / / // // // // / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // CAPITAL OF TEXAS HIGHWAY NORTH LOOP 360 // VARIABLE WIDTH R.O.W. // // // // // 1444.47' // // TO EXISTING PRIVATE RD. 5' x 45' ELECTRIC AND TELEPHONE LINE EASEMENT CITY OF AUSTIN VOL. 11013, PAGE 779 R.P.R.T.C.T. OHE-3 OHE-3 OHE-3 15' ELECTRIC ESMT. (PLAT) 0 6 3 P O O L S E N A L D N U O B H T U O S T N E M E V A P G N T S X E I I ' . 5 7 0 4 H T D W I OHE-3 EXISTING R.O.W. OHE-3 50' C E F S E T B A C K D E R S 1 0 M 0' T N A I . ( P A G E L A T ) H-6 start wetland LOT 1 BLOCK A (16.823 ACRES) ROB ROY 360 DOC. NO. 200100089 O.P.R.T.C.T. 7 T 1 E E H S ZONING: P.U.D. USE: RESIDENTIAL 100' BUILDING SETBACK (PLAT) 100' BUILDING SETBACK (PLAT) OHE-3 OHE-3 OHE-3 OHE-3 OHE-3 OHE-3 OHE-3 15' ELECTRIC ESMT. (PLAT) H-6 end wetland OHE-3 50' C E F S E T B A C K D E R S A M I H-7 end . ( wetland T 1 0 0' N A G E P L A T ) H-8 Seep EXISTING DRIVEWAY 48.75' OHE-3 S16°32'04"E / / / / / / E X I S T I N G / / / / P R I V A T E R D . / / / / / / / / / / / / / / / / / / / / / / // // // // // // // // / / // // // // // // // // // // // // // / / // // / / D E R S M 5 0' A I N T. ( P A G E L A T ) T.J. CHAMBERS SURVEY NO. 504 75' DRAINAGE EASEMENT VOL. 82, PAGE 173 P.R.T.C.T. 5 0 ' C E F S E T B A C K 7 5 ' D R A I N A G E ( P L A T ) E S M T . H-7 start wetland LOT 6 ZONING: SF-2 USE: OFFICE D. E R G TIN T A XIS RIV E P // // // // // // // // // // // // // // // // // // // // // // // // // // // // EXISTING DRIVEWAY // // // // // // // // // // // // TO PASCAL LANE 1301.69' // // // D . S I N R A D B G W IL T I N X I S E . . . W O R G N T S X E I I 3 - E H O ' 0 0 1 // // // // // // // // // // // // // // // // // // // // // // // EXISTING DRIVEWAY // // // // // // // // // // // // // // // // // // / / // // PROPOSED DRIVEWAY // // // // // R 2 5' // A: T T ℄ S 2 5.0 5 + 2 0 6 . 6 5 5 5 + 6 6 5 : A T O S D ℄ x T T O D x T // ' ° 0 9 // // STOP ' 5 2 R // // // // 30' PROPOSED PRIVATE DRIVE 7,483 S.F. DRAINAGE EASEMENT CITY OF AUSTIN DOC. NO. 2001154304 O.P.R.T.C.T. 5 T 1 E E H S H-1 end wetland ) T A L P ( K C A B T E S F E C ' 0 5 T) A L 0' D.E. (P 6 1 5 5 . 2 3 ' 135.71' H-5 Rimrock ) T A L P ( . T M S E E G A N A R D ' 0 H-4 Rimrock 4 I ) T A L P ( K C A B T E S F E C ' 5 7 T N I OUT 47 H-3 Seep 2 0 ' D R A I N A G E E S M T . ( P L A T ) 65.98' H-2 Seep EXISTING R.O.W. ( P L A T ) 1 5 ' E L E C T R I C E S M T . 96.16' 57.41' ' 7 0 . 6 0 1 ' 6 5 . 6 0 1 ( P L A T ) 1 0 0 ' B U I L D I N G S E T B A C K 42 T 43 T Y A W E N I ) L E D A T V P ( 40 39 41 E M I L I A C O U R T ( P V T ) 38 36 37 2 1 3 ARIANA COURT (PVT) 10 8 9 4 5 6 L I L I A N A L A N E ( P V T ) E N A L A I ) X T E V L P A ( 35 T LILIANA LANE (PVT) T 7 44 45 T 46 31 30 29 28 SOFIA LANE (PVT) 34 33 32 Y A W E N I L E D A ) T V P ( T 11 12 13 14 15 16 E N T S FIA L A O T ) ( P V T 26 25 24 23 22 B U I L D I N G S E T B A C K 2 5 ' ' 5 7 . 0 5 ADELINE W AY (PVT) T 21 17 18 19 20 ' 5 2 ' 5 6 . 4 5 ' 8 3 . 5 3 ' 5 . 5 3 LOT 3 ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. ZONING: SF-2 USE: RESIDENTIAL LOT 6 BLOCK A ZONING: PUD USE: RESIDENTIAL LOT 5 BLOCK A ZONING: PUD USE: RESIDENTIAL 5' TEMP. CHAIN LINK FENCE LOT 4 BLOCK A ZONING: PUD USE: RESIDENTIAL 4 T 1 E E H S LOT 3 BLOCK A ZONING: PUD USE: RESIDENTIAL LOT 2 BLOCK A 50' CEF SETBACK 50' CEF SETBACK K C A B T E D I N G S U I L 5 ' B 2 ) T A L E ( P U 7 . 5 ' P 5' TEMP. CHAIN LINK FENCE LOT 4 EX. 20' PRIVATE WATER ESMT. BY SEPARATE INSTRUMENT DOC. NO. 2018172275 ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. ZONING: SF-2 USE: RESIDENTIAL 6 T 1 E E H S 30' DRAINAGE EASEMENT VOL. 82, PAGE 173 P.R.T.C.T. ZONING: PUD USE: RESIDENTIAL 1 0 8 . 5 3 ' 27 ROB ROY PHASE 3 LOT 5 3.14 AC. VOL. 82, PAGE 173 P.R.T.C.T. ZONING: SF-2 USE: RESIDENTIAL LOT 1 H-1 start wetland ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. LOT 2 ZONING: SF-2 USE: RESIDENTIAL 5' TEMP. CHAIN LINK FENCE ROB ROY PHASE 3 30' DRAINAGE EASEMENT VOL. 82, PAGE 173 P.R.T.C.T. VOL. 82, PAGE 173 P.R.T.C.T. LIMIT OF THE HILL COUNTRY ROADWAY CORRIDOR 1000' OFFSET LOT 3 ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. LIMIT OF THE HILL COUNTRY ROADWAY CORRIDOR 1000' OFFSET / / // / / / / / / // // // // / / // // // // // // // // // // VOL. 82, PAGE 173 ROB ROY PHASE 3 P.R.T.C.T. LOT 2 // // // // // // // // // // // // LOT 49 BLOCK D ROB ROY // // // // // // // / / // // // // / / / / / / / / LOT 48 BLOCK D ROB ROY 3 1 . 5 4 ' EX. 20' PRIVATE WATER ESMT. BY SEPARATE INSTRUMENT DOC. NO. 2018172275 LOT 5 3.14 AC. ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. EXISTING 20' x 20' WATER VAULT ESMT. BY SEPARATE INSTRUMENT DOC. NO. 2017078587 LOT 6 ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. LIMIT OF THE HILL COUNTRY ROADWAY CORRIDOR 1000' OFFSET LOT 4 ROB ROY PHASE 3 VOL. 82, PAGE 173 P.R.T.C.T. / / / / / / / / / / / / / / S T S T E P HE NS SCHOOL RD (R.O.W. VARIES) // // // // / / / / // / / / / / / / / / / / / / / / / LOT 47 BLOCK D ROB ROY // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // LOT 46 BLOCK D ROB ROY / / / / / / / / / / / / / / / / // // // // // // // // // // // // // // SPC-2019-0147C 25-5 22 117 APRIL 09, 2019 142 CHRISTINE BARTON-HOLMES DESIGNED BY: GADGFS P.U.D. i s n n e a , M A 6 2 : 1 1 , 0 2 0 2 , 1 0 y a M , L L A R E V O N A L P E T S 2 2 I , . g w d V O P S 2 3 0 . 2 0 3 4 8 1 h s \ s n a P D A C A _ 3 0 \ l \ i e d d A _ y c a g e L - 2 3 0 . \ 2 0 3 4 8 1 2 0 3 4 8 1 \ s 0 0 0 8 1 \ : P D D N A L V E G N N C O N I T L U S 0 80' 160' SCALE: 1" = 80' LEGEND BOUNDARY EASEMENT CURB/EOP FIRE LANE FL PROPOSED PRIVACY FENCE PROPOSED SIDEWALK CONCRETE PAVEMENT PROPOSED WALL LEGEND NATURAL AREA BUFFER REQUIRED = 293,131 SF / 6.73 AC (40% MIN.) PROVIDED = 322,145 SF / 7.4 AC CEF BUFFER CONCRETE PAVEMENT DRIP IRRIGATION AREAS R Know what's below. Call before you dig. E T A D Y B I N O S I V E R . O N c l l , g n i t l u s n o c - 0 0 1 C E T I U S , E N A L R E M R A P . W 1 0 2 4 7 2 7 8 7 ∙ 6 9 6 6 . 2 7 8 . 2 1 5 X T , N I T S U A : E C I F F O 4 8 3 6 1 . O N M R I F SITE NOTES: 1. ANY PROPOSED MODIFICATIONS WHICH INCLUDE MOVING A STRUCTURE MORE THAN TWENTY-FIVE (25') FEET OR INCREASING THE HEIGHT OR SQUARE FOOTAGE OF A BUILDING, WILL REQUIRE REVIEW BY THE PLANNING COMMISSION AND OR CITY COUNCIL. 2. ALL ON-SITE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS REQUIRED BY THE UTILITY TO BE OTHERWISE LOCATED. 3. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDS SUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXAS ACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ACCESSIBILITY STANDARDS. 4. INTERNAL BLOCK PERIMETER = 1963 FT 5. ALL ACTIVITIES WITHIN THE CEF BUFFER MUST COMPLY WITH THE CITY OF AUSTIN CODE AND CRITERIA. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE; CONSTRUCTION IS PROHIBITED; AND WASTEWATER DISPOSAL OR IRRIGATION IS PROHIBITED. 1 May 2020 L L A R E V O N A L P E T I S E I D D A E H T I Y A W H G H S A X E T F O L A T I P A C . N 0 0 8 6 4 7 8 7 S A X E T , N I T S U A DRAWN BY: GADGFS CHECKED BY: APPROVED BY: AE LH SHEET 22 117 SPC-2019-0147C of S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g S p L g SITE PLAN NOTES IMPROVEMENTS BY OTHERS. 1) 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. 2) 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. 29) STRUCTURAL COMPONENTS. ALL STRUCTURAL DESIGN IS THE RESPONSIBILITY OF THE OWNER’S STRUCTURAL ENGINEER. 30) APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDS SUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXAS ACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ACCESSIBILITY STANDARDS. 3) APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND SPECIAL FIRE DEPARTMENT NOTES: FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. 4) ALL SIGNS MUST COMPLY WITH THE REQUIREMENTS OF THE LAND BE PROVIDED WITH A KNOX KEY SWITCH. DEVELOPMENT CODE (CHAPTER 25-10) 5) ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. 2) GATES INSTALLED ACROSS FIRE ACCESS ROADS SHALL BE EQUIPPED WITH GATE OPERATORS COMPLYING WITH UL 325 AND ASTM F2200. 1) ANY POWER OPERATED GATES ACROSS FIRE ACCESS ROADS MUST 6) WATER SERVICE WILL BE PROVIDED BY WCID NO. 10. WASTEWATER 3) A MANUAL MEANS OF OPENING THE GATES IN THE EVENT OF POWER SERVICE WILL BE PROVIDED BY ON-SITE TREATMENT. LOSS IS REQUIRED. 7) ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE 4) BUILDINGS LESS THAN 10 FT. APART MUST BE CONSTRUCTED WITH A DEMOLITION PERMIT FROM THE CITY OF AUSTIN PLANNING AND DEVELOPMENT REVIEW DEPARTMENT. ENHANCED CONSTRUCTION FEATURES PER THE IRC. Parking Requirements Gross Square Footage = 134,131 gsf No. of Units Parking Required Total of parking Building Type Townhome - Plan 1 Townhome - Plan 2A Townhome - Plan 2B 27 x 70 Lot - Plan 1 27 x 70 Lot - Plan 1 Opt. 27 x 70 Lot - Plan 2 27 x 70 Lot - Plan 2 Opt. 45 x 70 Footprin - Plan 3 45 x 70 Footprint - Plan 3 Opt. 50 x 70 Footprint - Plan 3 Opt. 4 4 4 3 10 3 10 2 2 4 46 Unit type 2 bedroom 3 bedroom 3 Bedroom 3 Bedroom 4 Bedroom 3 Bedroom 4 bedroom 4 bedroom 5 bedroom 4 bedroom Accessible 1 (VAN) Total Building Parking Required Total Parking Required Parking Provided 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 4 Standard Garage Tandem Parallel Total Bicycle Accessible 1 (VAN) 8 8 8 6 20 6 20 4 4 8 92 92 6 92 0 10 * 108 00 Bicycle Spaces Required 00 Bicycle Spaces Provided * ACCESSIBLE PARKING LOCATED WITHIN GARAGES COMPATIBILITY STANDARD NOTES: 1) ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM VIEW OF ADJACENT PROPERTY. [SECTION 25-2-1084]. 2) ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF (20) FEET FROM A PROPERTY USED AS SF-3 OR MORE RESTRICTIVE. [SECTION 25-2-1087] 3) THE USE OF HIGHLY REFLECTIVE SURFACES, SUCH AS A REFLECTIVE GLASS AND REFLECTIVE METAL ROOFS, WHOSE PITCH IS IS MORE THAN A RUN OF SEVEN (7) TO A RISE OF TWELVE (12) WILL BE PROHIBITED. [SECTION 25-2-1087] 4) THE NOISE OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. [SECTION 25-2-1087] RECYCLING NOTES: 1) COMPLIANCE WITH THE COMMERCIAL AND MULTI-FAMILY RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES AND BUSINESSES AND OFFICE BUILDINGS* FOR INFORMATION CALL 512-674-3400 OR VISIT HTTP://WWW.AUSTINTEXAS.GOV/DEPARTMENT/CURRENT-COMMERCIAL -AND-MULITFAMILY-RECYCLING-ORDINACE. SPACE SHOULD BE PROVIDED ON-SITE FOR STORAGE OF RECYCLING CONTAINERS. IN ADDITION A COPY OF THE ENCLOSED MULTI-FAMILY AND COMMERCIAL RECYCLING PLAN FORM MUST BE COMPLETED BY THE PROPERTY OWNER AND SENT TO THE SOLID WASTE SERVICES DEPARTMENT WITHIN 14 DAYS AFTER THE BUILDINGS ARE COMPLETED. 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. [SECTION 25-2-585] ALL ON-SITE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS REQUIRED BY THE UTILITY TO BE OTHERWISE LOCATED. [SECTION 25-2-1125] APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENTAL ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. 8) A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR PLANNING COMMISSION APPROVED SITE PLANS. 9) FOR DRIVEWAY CONSTRUCTION, THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF, OR DAMAGE TO UTILITIES. 10) FOR CONSTRUCTION WITHIN THE RIGHT OF WAY, A ROW EXCAVATION PERMIT IS REQUIRED. 11) GARBAGE PICKUP IS TO BE BY PRIVATE CONTRACT. 12) POWER OPERATED GATES ACROSS FIRE ACCESS ROADS MUST BE EQUIPPED WITH GATE OPERATORS LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED AND INSTALLED PER ASTM F2200. A MANUAL MEANS OF OPENING THE GATE IN THE EVENT OF POWER LOSS IS REQUIRED. 13) FIRE LANES MUST BE MARKED ALONG THE EDGES OF THE FIRE DEPARTMENT ACCESS ROADS ON THE SITE PLAN DRAWING. IFC 503.3 SEE IFC 503.3.2 FOR MARKING DETAILS AND LANGUAGE. 14) THE USE OF COAL TAR BASED ASPHALT SEALANTS FOR CONSTRUCTION OR REPAIR OF ASPHALTIC CONCRETE PAVING IS PROHIBITED ON THIS PROPERTY. 15) A MINIMUM VERTICAL CLEARANCE OF 114" MUST BE PROVIDED AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. A MINIMUM VERTICAL CLEARANCE OF 80" MUST BE PROVED FOR VAN-ACCESSIBLE PARKING SPACES AND ALONG THE VEHICULAR ROUTE THERETO. 16) RUNNING SLOPE OF ACCESSIBLE ROUTE SHALL NOT EXCEED 1':20' (5.0%), CROSS SLOPE OF ACCESSIBLE ROUTE SHALL NOT EXCEED 1':50' (2.0%). CONTRACTOR TO VERIFY ALL SLOPES PRIOR TO CONSTRUCTION OF ACCESSIBLE ROUTES. 17) ALL FINAL WALL DETAILS SHALL BE PROVIDED BY THE OWNER'S STRUCTURAL ENGINEER. 18) ALL PROVISIONS OF THE CITY CODE REGARDING SIGNS SHALL APPLY TO ALL SIGNS WITHIN THE CAPITAL OF TEXAS HIGHWAY CORRIDOR. IN ADDITION, NO INTERNAL LIGHTING OF SIGNS SHALL BE PERMITTED. NEON OR FLASHING SIGNS AR PROHIBITED. ALL SPOTLIGHTS ON SIGNS SHALL BE HIDDEN FROM VIEW. NO SIGNS ON POSTS OR POLES OR SIGNS ON BUILDINGS SHALL BE PERMITTED. 19) FINAL STRUCTURAL DETAILS (INCLUDING FRENCH DRAINS, WALLS, EXPANSION JOINTS, WATER STOPS, ETC) SHALL BE PROVIDED BY THE OWNER’S STRUCTURAL ENGINEER. ALL STRUCTURAL DETAILS SHALL MEET THE CITY OF AUSTIN SPECIFICATIONS. 20) THE TOPS OF ALL SITE WALLS DIRECTLY ADJACENT TO VEHICULAR TRAFFIC SHALL BE A MINIMUM OF 18” ABOVE FINISHED GRADE AND SHALL BE DESIGNED ASSUMING A VEHICULAR IMPACT LOAD. 21) THE TOPS OF ALL SITE WALLS NOT DIRECTLY ADJACENT TO VEHICULAR TRAFFIC SHALL BE A MINIMUM OF 6” ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. 22) ALL PROPOSED SITE WALLS WITH A HEIGHT GREATER THAN 4 FEET SHALL INCLUDE A MINIMUM 4’ HIGH HANDRAIL ATTACHED TO THE TOP OF THE PROPOSED WALL. SEE GENERAL DETAIL SHEET 59 HANDRAIL DETAIL. 23) RETAINING WALLS OVER FOUR (4) FEET IN HEIGHT, MEASURED FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL, SHALL BE ENGINEERED PER IBC 2009 AND WILL REQUIRE A SEPARATE PERMIT. ALL RETAINING WALLS IN AN EASEMENT OR R.O.W. , REGARDLESS OF HEIGHT, SHALL BE REVIEWED ACCORDING TO COA TRANSPORTATION CRITERIA MANUAL, CHAPTER 11. 24) PAVEMENT MATERIAL, THICKNESS, SUBBASE, JOINTING AND SPECIFICATIONS SHOULD BE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEER'S REQUIREMENTS. REFER TO THE PROJECT GEOTECHNICAL REPORT. 25) UNLESS INDICATED ON THE PLAN AS "RAMP WITH HAND RAILS", ALL ADA ACCESSIBLE WALKING ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE NO GREATER THAN 5%. ADA ROUTES SHALL HAVE A CROSS SLOPE NO GREATER THAN 2%. ADA LANDINGS AREAS SHALL HAVE NO SLOPES GREATER THAN 2% IN ANY DIRECTION. ADA ROUTES INDICATED AS "RAMPS WITH RAILS" SHALL HAVE A MAXIMUM RUNNING SLOPE OF 8% WITH A MAXIMUM RUNNING DISTANCE OF 30 FEET. 26) NO CUT/FILL IN OPPOSITION OF THE CUT AND FILL REQUIREMENTS SET IN THE LAND DEVELOPMENT CODE SECTIONS 25-8-341 AND 25-8-342 IS PROPOSED. 27) ALL BUILDINGS SHALL BE GUTTERED AND ROOF RUNOFF WILL BE CONVEYED THROUGH DOWN-SPOUTS DIRECTLY TO THE PROPOSED STORM SEWER NETWORK. 28) SITE PLAN COMPONENTS. ALL BUILDING AND STRUCTURAL IMPROVEMENTS SHOWN HEREON ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. LANDDEV CONSULTING LLC IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN OF BUILDING AND STRUCTURAL PAVEMENT MATERIAL, THICKNESS, SUBBASE, JOINTING AND SPECIFICATIONS SHOULD BE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEER'S REQUIREMENTS. REFER TO THE PROJECT GEOTECHNICAL REPORT. ALL EMERGENCY ACCESS ROADWAYS & FIRE LANES, INCLUDING PERVIOUS/DECORATIVE PAVING, SHALL BE ENGINEERED & 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) & A TOTAL VEHICLE LIVE LOAD OF 80,000 POUNDS IS CONSIDERED COMPLIANT WITH THIS REQUIREMENT. EXAMPLES OF FULLY SHIELDED LIGHT FIXTURES FULLY SHIELDED AND FULL CUT-OFF LIGHT FIXTURES REQUIRED. OUTDOOR LIGHTING APPLICATIONS SHALL BE ILLUMINATED BY FIXTURES THAT ARE BOTH FULLY SHIELDED AND FULL CUT-OFF. SPC-2019-0147C 25-5 23 117 APRIL 09, 2019 142 CHRISTINE BARTON-HOLMES DESIGNED BY: GADGFS P.U.D. E T A D Y B I N O S I V E R . O N R Know what's below. Call before you dig. c l l , g n i t l u s n o c - 0 0 1 C E T I U S , E N A L R E M R A P . W 1 0 2 4 7 2 7 8 7 ∙ 6 9 6 6 . 2 7 8 . 2 1 5 X T , N I T S U A : E C I F F O 4 8 3 6 1 . O N M R I F 1 May 2020 & S E T O N N A L P E T I S S N O I T A L U C L A C E I D D A E H T I Y A W H G H S A X E T F O L A T I P A C . N 0 0 8 6 4 7 8 7 S A X E T , N I T S U A DRAWN BY: GADGFS CHECKED BY: APPROVED BY: AE LH SHEET 23 117 SPC-2019-0147C of i s n n e a , M P 4 4 : 1 , 0 2 0 2 , 1 0 y a M , I S N O T A L U C L A C & S E T O N N A L P E T S 3 2 I , . g w d V O P S 2 3 0 . 2 0 3 4 8 1 h s \ s n a P D A C A _ 3 0 \ l \ i e d d A _ y c a g e L - 2 3 0 . \ 2 0 3 4 8 1 2 0 3 4 8 1 \ s 0 0 0 8 1 \ : P