20 SPC-2021-0340C - Dove Springs Public Health Facility, Distict 2.pdf — original pdf

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PLANNING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET PC DATE: 07/26/22 SPC-2021-0340C CASE NUMBER: PROJECT NAME: Dove Springs Public Health Facility ADDRESS: APPLICANT: 5811 Palo Blanco Ln City of Austin PO Box 1088 AUSTIN, Texas, 78767 Garza EMC (Alexandra Boone) 7708 Rialto Austin, Texas, 78735 (512) 298-3284 AGENT: Williamson Creek CASE MANAGER: Renee Johns, (512) 974-2711 or renee.johns@austintexas.gov WATERSHED: NEIGHBORHOOD PLAN: McKinney PROJECT DESCRIPTION: The applicant proposes a new public health facility. The lot is currently a community recreation (public) use that will continue and the proposed new uses are Day Care Services (Commercial) and Administrative Services. No medical procedures or equipment are proposed within the new facility. The scope of work for Dove Springs Public Health Facility includes childcare facilities to be leased to a tenant and four Austin Public Health (APH) departments, including Women-Infants-Children (WIC), Neighborhood Services, Immunizations, and Community Youth Development (CYD). WIC will provide one-on-one office consultations on benefits and for services like Nutrition Education and Breastfeeding; they will also provide community healthy cooking classes. Neighborhood Services provides office consultations for assistance with rent, utilities, and food for low to moderate income families; this location includes a small food pantry storage area. Immunizations provides immunizations and consultations regarding them for children who are uninsured or Medicaid recipients as well as some qualifying adults. Community Youth Development at this location is comprised of staff offices/desking and equipment storage only; the space is not intended to receive regular visitors. SUMMARY STAFF RECOMMENDATION: Staff recommends approval of the Conditional Use Permit. The proposed public health facility will offer needed services and support the surrounding community. The site plan will comply with all requirements of the Land Development Code prior to its release. SUMMARY STAFF COMMENT ON SITE PLAN: The applicant proposes a public health facility. Sites zoned Public (P) greater than one acre in size are a Conditional Use that require Land Use Commission approval according to Land Development Code section 25-2-625. PROJECT INFORMATION: SITE AREA ZONING EXISTING / REMAINING USE PROPOSED NEW USES CVC PROPOSED IMPERVIOUS COVER 13.599 Acres (592,372 Square feet) P-NP (Public) Community Recreation (Public) Day Care Services (Commercial) / Administrative Services NA 63,772 square feet 10.76% 1 of 1120 Page 2 Current WATERSHED ORDINANCE PROPOSED BUILDING COVERAGE 2.69% PROPOSED ACCESS TIA PROPOSED HEIGHT PARKING REQURIED PARKING PROPOSED EXISTING ZONING AND LAND USES Site ZONING P North South East West SF-3-NP P-NP P-NP SF-6-NP NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District Austin Lost and Found Pets Austin Neighborhoods Council Caracol Southeast Del Valle Community Coalition Friends of Austin Neighborhoods GO Austin Vamos Austin Type II divided driveway at the corner of Ainez Dr and Palo Blanco Ln NA, not required due to city facility 36’ 67 spaces 67 spaces LAND USES Community Recreation (Public), Administrative Services and Day Care Services (Commercial) Single Family Dove Springs District Park Dove Springs District Park Condominiums Homeless Neighborhood Association Neighborhood Empowerment Foundation Onion Creek HOA SELTexas Sierra Club, Austin Regional Group Southeast Combined Neighborhood Plan Contact Team CONDITIONAL USE PERMIT REVIEW AND EVALUATION CRITERIA The following evaluation is included to provide staff position on each point of the conditional use permit criteria. Section 25-5-145 of the Land Development Code states: “The Commission shall determine whether the proposed development or use of a conditional use site plan complies with the requirements of this section. A conditional use site plan must: 1. Comply with the requirements of this title; Staff response: This application complies with the requirements of this title. 2. Comply with the objectives and purposes of the zoning district; Staff response: This application complies with the objectives and purposes of the zoning district. 3. Have building height, bulk, scale, setback, open space, landscaping, drainage, access, traffic circulation, and use that are compatible with the use of an abutting site; Staff response: This application is compatible with the abutting sites. 4. Provide adequate and convenient off-street parking and loading facilities; Staff response: Facility will comply with code, 1 loading space provided. 5. Reasonably protect persons and property from erosion, flood, fire, noises, glare, and similar adverse effects; Staff response: The proposed project does not contribute to any of these adverse effects. A conditional use site plan may not: 1. More adversely affect an adjoining site than would a permitted use; Staff response: The site plan will conform to all regulations and standards established by the Land Development Code prior to its release. 2 of 1120Page 3 2. Adversely affect the safety or convenience of vehicular or pedestrian circulation, including reasonably anticipated traffic and uses in the area; Staff response: No. Alternative Equivalent Compliance has been approved for Subchapter E requirement 2.2.5 Internal Circulation Routes: Sidewalks and Building Placement Requirements for Large Sites. A heritage tree is located at the end of Hickory Street, so a driveway connection could not be made there. The proposed internal drive effectively spits the property into two blocks and includes sidewalk and trails on both sides of the road connecting to Hickory Street. Portions of the trail are unable to be within 12 feet of the curb to maintain an accessible route due to the existing grading constraints. The proposed decomposed granite trail solution keeps the trail material consistent and provides connectivity with the trail system on the south property for the Dove Springs Recreation Center 3. Adversely affect an adjacent property or traffic control through the location, lighting, or type of signs; Staff response: No, site plan will comply with city code. 3 of 1120Ms. Denise Lucas September 14, 2021 Page 2 September 14, 2021 Ms. Denise Lucas, Director City of Austin Development Services Department 505 Barton Springs Road Austin, Texas 78704 RE: Engineer’s Summary Letter Dove Springs Public Health Facility 5811 Palo Blanco Ln. Austin, Travis County, Texas 78744 Dear Ms. Lucas, Currently, above referenced project is assigned to Case No. SPC-2020-0430C. This Case was approved for completeness check on February 04, 2021. After the project was approved for completeness check it went on hold and the project was never submitted formally. Due to the governor’s Work from Home order, all projects were extended to expire on December 31st, 2021. In order to avoid the permit expiring during the review, GarzaEMC, on behalf of our Client, City of Austin, is resubmitting this Consolidated Site Plan Application for the above referenced project to have a renewed review period. The proposed improvements include the construction of a public health services building, parking lot, covered pavilion, playgrounds, soccer field and associated utility improvements. The site is located adjacent to the Dove Springs District Park. The site is generally bound by Williamson Creek to the east, Dove Springs District Park to the south and residential properties north and west. The site is a ±13.6-acre undeveloped tract of land belonging to the City of Austin. The project lies within the full-purpose jurisdiction of the City of Austin. This site is located within the Williamson Creek Watershed, which is classified as a Suburban Watershed by the City of Austin. No portion of this site is located within the Edwards Aquifer Recharge or Transition Zone. The eastern boundary of the property abuts Williamson Creek and lies within the critical water quality zone, 500-year floodplain and 100-year floodplain. Please contact our office should you require any additional items or if you have any questions in your review of the application. 4 of 1120Ms. Denise Lucas September 14, 2021 Page 3 Sincerely, Alexandra Boone, P.E. Project Manager V:\113598-00003\Civil\01-Word Docs\Reports\Engr & Drainage\2021-09-15 Completeness Check Resubmittal\Engineering & Drainage Report.docx 5 of 11206 of 1120 I E V R D Y R O K C H I EXISTING PROPOSED DESCRIPTION LEGEND X X X X X X X X X X X X X X X X X X X X X X PALO BLANCO LANE I E V R D Z E N A I KEY NOTES GENERAL NOTES: FOR CITY USE ONLY: 2 9 5 2 - 8 9 2 ) 2 1 5 ( x a F 4 8 2 3 - 8 9 2 ) 2 1 5 ( . l e T 2 2 0 2 t h g i r y p o C © C L L , C M E a z r a G 9 2 6 4 1 - F # E P B T 5 2 1 e t i u S l , . d v B o t l a R 8 0 7 7 i 5 3 7 8 7 s a x e T , n i t s u A I N O S V E R I . O N E T A D N A L P E T S I I I I Y T L C A F H T L A E H C L B U P S G N R P S E V O D I E N A L O C N A L B O L A P 1 1 8 5 I N T S U A F O Y T C I 3 0 0 0 0 - 8 9 5 3 1 1 : . O N T C E J O R P M S , T A : Y B N W A R D T A , B A : Y B D E N G S E D I P H : C Q / A Q SHEET 08 OF 30 M P 5 2 2 : 2 2 0 2 , 3 1 e n u J n o e n o o b a y b d e t t l I o p g w d . E T S - 3 0 0 0 0 - 8 9 5 3 1 1 \ D A C - 0 0 \ l i i v C \ 3 0 0 0 0 - 8 9 5 3 1 1 \ : V SPC-2021-0340C ALEXANDRA A. BOONE13895106/13/20227 of 1120SITE DATA TABLE ITEM ALLOWED PROPOSED SITE SUMMARY: PROJECT NAME: DOVE SPRINGS PUBLIC HEALTH FACILITY SITE ADDRESS: 5811 PALO BLANCO LANE R1 = 6 mm ( 1/4 '') R2 = 65 mm (2 1/2 '') R3 = 90 mm (3 1/2 '') R1 150 mm (6'') 450 mm (1'-6'') GRADE CONTROL R2 150 mm (6'') R3 CURRENT ZONING: P-NP (PUBLIC-NEIGHBORHOOD PLAN COMBINING DISTRICT) 300 mm (1'-0'') 600 mm (2') PROPERTY LINE PROPERTY LINE 1.2 m (4') EXPANSION JOINT SIDEWALK EXPANSION JOINT LEGAL DESCRIPTION: BEING A DESCRIPTION OF A TRACT OF LAND CONTAINING 13.599 ACRES (59,2372 SQUARE FEET), SAME BEING OUT OF AND A PART OF LOT 3, COOPER ADDITION, A SUBDIVISION OF THE SANTIAGO DEL VALLE GRANT IN THE CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, OF RECORD IN BOOK 18 AT PAGE 20 OF PLAT RECORDS OF TRAVIS COUNTY, TEXAS, WHICH 13.599 ACRE PORTION OF LOT 3, COOPER ADDITION WAS CONVEYED TO CLAUDE L. COOPER AND WIFE, CLARA COOPER BY INSTRUMENT OF RECORD IN VOLUME 11175 AT PAGE 568 OF THE REAL PROPERTY RECORDS OF TRAVIS COUNTY, TEXAS. OWNER: CITY OF AUSTIN ENGINEER: GARZAEMC, LLC. AUSTIN PUBLIC HEALTH 15 WALLER STREET, RBJ 4TH FLOOR AUSTIN, TEXAS 78702 7708 RIALTO BOULEVARD, SUITE 125 AUSTIN, TEXAS 78735 (512) 298-3284 ARCHITECT: MARMON MOK ARCHITECTURE 1020 NE LOOP 410, SUITE 201 SAN ANTONIO, TX 78209 (210) 223-9492 LANDSCAPE ARCHITECT: ASAKURA ROBINSON 1224 EAST 12TH/ STREET, SUITE 310 AUSTIN, TX 78702 (512) 351-9601 175 mm (7'') 425 mm (1'-5'') SPILL VARIES CONTROL JOINT 1.5 m (5') 160 mm (6 1/4 '') 150 mm (6'') 150 mm (6'') 150 mm (6'') R1 = 6 mm ( 1/4 '') R2 = 65 mm (2 1/2 '') R3 = 90 mm (3 1/2 '') R1 150 mm (6'') 450 mm (1'-6'') GRADE CONTROL 125 mm (5'') 150 mm (6'') R2 R3 300 mm (1'-0'') 175 mm (7'') 425 mm (1'-5'') CATCH GRADE CONTROL 125 mm (5'') 125 mm (5'') 25 mm (1'') R1 150 mm (6'') 200 mm (8'') 400 mm (1'-4'') LAYDOWN CURB SECTION SMOOTH DOWEL 4 TYP. SEE DETAIL SHEET 2 OF 2 PL 12 m (40') MAX. CURB & GUTTER PLAN VARIES 1.2 m (4') MIN. RESIDENTIAL 1.8 m (6') MIN. COMMERCIAL SLOPE 20 mm/m 1 4''/ FT.) MAX. ( VARIES 600 mm (2') 100 mm (4'') MIN. 50 mm (2'') SAND CUSHION CLASS A CONCRETE POLYPROPYLENE FIBRILLATED FIBERS, OR 150 mm X 150 mm X MW9 X MW9 (6'' X 6'' X W1.4 X W1.4) WELDED WIRE FABRIC OR ONE LAYER 10M (#3) BARS PLACED NOT MORE THAN 450 mm (18'') C.C. BOTH DIRECTIONS. REINFORCEMENT SHALL ACCURATELY PLACED AT SLAB MID-DEPTH AND HELD FIRMLY IN PLACE BY MEANS OF BAR SUPPORTS OF ADEQUATE STRENGTH AND NUMBER THAT WILL PREVENT DISPLACEMENT AND KEEP THE STEEL AT ITS PROPER POSITION DURING THE PLACEMENT OF THE P.C. CONCRETE. IN NO INSTANCE SHALL THE STEEL BE PLACED DIRECTLY ON THE SUBGRADE OR SAND CUSHION LAYER. 600 mm (24") 1 13 mm ( 2") DIA. SMOOTH DOWEL 400 mm (16") DOWEL COATING DOWEL SLEEVE TO FIT DOWEL AND BE SECURED TO DOWEL ROD SUPPORT DOWEL ROD SUPPORT 2 TYP. 1 13 mm ( 2") PREMOLDED EXPANSION JOINT MATERIAL DOWEL DETAIL 25 mm (1") CLEARANCE 50 mm (2") MIN. EXPANSION JOINT (TYP. BOTH SIDES) VARIES UTILITY SERVICE LINE PROPERTY LINE SIDEWALK EXPANSION JOINT PIPE SLEEVE, SCH 40 PVC, MIN. 100 mm (4"), MAX. 250 mm (10") EXTEND A MINIMUM OF 150 mm (6") FROM EACH EDGE OF SIDEWALK EXPANSION JOINT CLOSED END 1.5 m (5'-0") MIN. CURB & GUTTER UTILITY MAIN SIDEWALK OVER UTILITY SERVICE LINE PLAN 100 mm (4'') MIN. CONCRETE SIDEWALK 50 mm (2'') SAND CUSHION UTILITY SERVICE LINE PIPE SLEEVE SECTION OF SIDEWALK OVER UTILITY SERVICE LINES NOTES: 1. THIS STANDARD APPLIES TO THE INSTALLATION OF NEW UTILITIES OR UTILITIES BEING REPLACED BY A NEW LINE. 2. NO JOINTS IN UTILITY SERVICE PIPE TO BE LOCATED INSIDE PVC PIPE SLEEVE. 2 9 5 2 - 8 9 2 ) 2 1 5 ( x a F 4 8 2 3 - 8 9 2 ) 2 1 5 ( . l e T 2 2 0 2 t h g i r y p o C © C L L , C M E a z r a G 9 2 6 4 1 - F # E P B T 5 2 1 e t i u S l , . d v B o t l a R 8 0 7 7 i 5 3 7 8 7 s a x e T , n i t s u A I N O S V E R I . O N E T A D CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION CURB AND GUTTER SECTION CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK RECORD COPY SIGNED BY LINO RIVERA 9/29/99 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 430S-1 RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 1 OF 3 RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 2 OF 3 RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 3 OF 3 1.2 m (4'-0") MIN. CONNECTING SIDEWALK VARIES PER THE DRAWING AND SITE CONDITIONS 1.2 m (4'-0") MIN. CONNECTING SIDEWALK VARIES PER THE DRAWING AND SITE CONDITIONS CONNECTING SIDEWALK VARIES PER THE DRAWING AND SITE CONDITIONS 1.2 m (4'-0") MIN. 1.2 m (4'-0") MIN. CONNECTING SIDEWALK VARIES PER THE DRAWING AND SITE CONDITIONS 1.2 m (4'-0") MIN. 1.2 m (4'-0") MIN. LIMITS OF SIDEWALK LIMITS OF RAMP 1.2 m (4'-0") MIN. LIMITS OF SIDEWALK LIMITS OF RAMP DETECTABLE WARNING SURFACE: SEE STD. 432S-2A 1.5 m (5'-0") MIN. WING 1:10 MAX. 1.5 m (5'-0") MIN. LIMITS OF RAMP WING 1:10 MAX. 1.5 m (5'-0") MIN. . X A M 2 1 : 1 1.4 m (4'-8") MIN. SAW CUT EXISTING CURB & GUTTER. IF WITHIN 600 mm (2') OF EXPANSION JOINT, REMOVE CURB & GUTTER TO JOINT. TRANSITION CURB TO MEET RAMP 150 mm (6") 450 mm (1'-6") STANDARD 600 mm (2') CURB & GUTTER 1.5 m (5'-0") MIN. WING . X A M 2 1 : 1 1:10 MAX. 1.5 m (5'-0") MIN. 1.4 m (4'-8") MIN. 1.5 m (5'-0") MIN. SAW CUT EXISTING CURB & GUTTER. IF WITHIN 600 mm (2') OF EXPANSION JOINT, REMOVE CURB & GUTTER TO JOINT. LIMITS OF RAMP 1.2 m (4'-0") MIN. 1.2 m (4'-0") MIN. LIMITS OF RAMP DETECTABLE WARNING SURFACE: SEE STD. 432S-2A PLANTING OR OTHER NON-WALKING SURFACE TRANSITION CURB TO MEET RAMP 150 mm (6") DETECTABLE WARNING SURFACE: SEE STD. 432S-2A PLANTING OR OTHER NON-WALKING SURFACE TRANSITION CURB TO MEET RAMP 150 mm (6") 450 mm (1'-6") STANDARD 600 mm (2') CURB & GUTTER 450 mm (1'-6") STANDARD 600 mm (2') CURB & GUTTER : 1 1 2 M A X . 1.5 m (5'-0") MIN. 1.4 m (4'-8") MIN. 1 : 1 0 M A X . 1.5 m (5'-0") MIN. LIMITS OF SIDEWALK LIMITS OF RAMP 1.2 m (4'-0") MIN. 1.2 m (4'-0") MIN. WING 1.5 m (5'-0") MIN. 1.5 m (5'-0") MIN. LIMITS OF SIDEWALK LIMITS OF RAMP 100 mm (4") (TYP.) 1:10 MAX. 1.5 m (5'-0") MIN. LIMITS OF RAMP 1.2 m (4'-0") MIN. DETECTABLE WARNING SURFACE: SEE STD. 432S-3F PLANTING OR OTHER NON-WALKING SURFACE TRANSITION CURB TO MEET RAMP 6" (150 mm) . X A M 2 1 1 : 1.4 m (4'-8") MIN. 1.5 m (5'-0") MIN. 450 mm (1'-6") STANDARD 600 mm (2') CURB & GUTTER SAW CUT EXISTING CURB & GUTTER. IF WITHIN 600 mm (2') OF EXPANSION JOINT, REMOVE CURB & GUTTER TO JOINT. SAW CUT EXISTING CURB & GUTTER. IF WITHIN 600 mm (2') OF EXPANSION JOINT, REMOVE CURB & GUTTER TO JOINT. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER 9/14/05 ADOPTED TYPE 1 SIDEWALK CURB RAMP STANDARD NO. THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. 432S-5 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER TYPE 1A SIDEWALK CURB RAMP WITH LEFT FLARE 06/16/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-5A 1 OF 2 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY BILL GARDNER TYPE 1A SIDEWALK CURB RAMP WITH RIGHT FLARE CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPE 1B SIDEWALK CURB RAMP 06/16/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-5A 2 OF 2 RECORD COPY SIGNED BY BILL GARDNER 9/14/05 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-5B WIDTH 0.6 m (2'-0'') TYP. R.O.W. A EXP. JOINT 1.2 m (4'-0'') MIN. SLOPE 2% MAX. SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT SEE NOTE 3 ZERO CURB AT SIDEWALK EDGE. (SEE NOTE 4) PC B EXIST. JOINT SEE NOTE 6 MATCH CATCH/SPILL GUTTER SECTION OF EXISTING CURB & GUTTER PLAN R.O.W. PEDESTRIAN CROSSING SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT EXP. JOINT (SEE NOTE 5) R PC SAW-CUT & EXP. JOINT NOTE: ALL DRIVEWAYS SHALL BE SLOPED TOWARDS THE STREET FROM THE R.O.W. LINE. ELEVATION OF POINT A ABOVE POINT B IS, TYPICALLY A MINIMUM OF 150 mm (6'') PLUS 20 mm/m (1 4'' RISE/FOOT) OVER DISTANCE "X" IN METERS (FEET). RADIUS CURB B BASE 175 mm (7'') 300 mm (12'') X 1.2 m (4'-0'') MIN. VARIES 10% MAX. SLOPE 2%MAX. SLOPE 0.6 m (2'-0'') TYP. A 50 mm (2'') SAND BEDDING SEE CHART SHEET 2 OF 3 CROSS SECTION NORMAL CONCRETE MIX DESIGN FOR CONCRETE PAVEMENT, SECTION 360.5 STANDARD SPECIFICATION ITEM NO. 360 USE THICKNESS REINFORCEMENT DRIVEWAYS FOR PASSENGER VEHICLE PARKING LOTS 150 mm (6'') MIN. ALL OTHERS 175 mm (7'') MIN. 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS R.O.W. FACE OF CURB SEE NOTE 10 G2 G1 D D G 2 -2% SLOPE (TYP.) 1G SLOPE 10% MAX. 2% MAX. NOTES: ALLOWABLE GRADES 1. ALL TYPE II DRIVEWAYS SHALL HAVE RADIUS ENDS. DRIVEWAY VOLUME (ADT) D=GRADE CHANGE >1500 500-1500 < 500 STD. 0% 3% 6% MAX 3% 6% 15% DRIVEWAY WIDTHS AND RADII DIMENSIONS, ONE/TWO WAY TRAVEL REQUIREMENTS, AND GEOMETRIC 2. LAY-OUT ARE HIGHLY VARIABLE, SUBJECT TO SITE SPECIFIC CONDITIONS AND REQUIREMENTS. SEE TRANSPORTATION CRITERIA MANUAL. SECTION 5 "DRIVEWAYS". 3. BEGINNING AT THE RADIUS PC LINE. THE DRIVEWAY EDGE SHALL BE SMOOTHLY TRANSITITIONED INTO THE SIDEWALK TIE-IN LOCATION 4. 5. "ZERO" CURB AT PT OR SIDEWALK EDGE, WHICHEVER IS ENCOUNTERED FIRST. PLACE AN EXPANSION JOINT DOWN THE CENTER OF DRIVEWAY ALL DRIVEWAYS. 6. POUR MONOLITHICALLY WITH DRIVEWAY. IF DIMENSION IS LESS THAN 1.5 METERS (5 FEET), REMOVE CURB AND GUTTER TO EXISTING JOINT AND 7. CONCRETE MONOLITHICALLY WITH THE DRIVEWAY. IF THE BASE IS OVER-EXCAVATED WHERE THE CURB AND GUTTER WERE REMOVED, BACKFILL WITH 8. WAY THAN 60% OF PARCEL FRONTAGE AT 30 METERS (100 FEET): WHICHEVER IS LESS. TYPE II DRIVEWAYS ARE TO BE LOCATED NO CLOSER TO THE CORNER OF INTERSECTING RIGHT OF 9. DRIVEWAY SHALL NOT BE CONSTRUCTED WITHIN THE CURB RETURN OF A STREET INTERSECTION. 10. WHILE THE PROPERTY OWNER REMAINS RESPONSIBLE FOR GRADE BREAKS WITHIN PRIVATE PROPERTY, THE FIRE DEPARTMENT SHALL BE CONSULTED WHERE THE DRIVEWAY IS ESSENTIAL TO EMERGENCY VEHICLE ACCESS AND "G2 IS GREATER THAN 15%. 11. JOINTS. SIDEWALK, AT THE R.O.W. LINE AND AT MIDWIDTH, SEE NOTE 5. USE 12 MM (1/2") ASPHALT BOARD OR OTHER APPROVED MATERIAL FOR CURB AND GUTTER EXPANSION 12. SEE TRANSPORTATION CRITERIA MANUAL, SECTION 5 FOR OTHER DRIVEWAY REQUIREMENTS. 13. SHALL BE CONNECTED TO THE DRIVEWAY AT THESE LOCATIONS. THE SIDEWALK, REGARDLESS OF ITS LOCATION WITH RESPECT TO THE CURB OR PROPERTY LINE, 14. WATER METER BOXES AND WASTEWATER CLEAN OUTS ARE PROHIBITED FROM BEING LOCATED IN DRIVEWAY AREAS. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY CUONG TRAN TYPE II DRIVEWAY TYPE II DRIVEWAY 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 1 OF 2 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 2 OF 2 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS RECORD COPY SIGNED BY CUONG TRAN ELECTRIC VEHICAL CHARGING STATION 1 OF 1 FOR CITY USE ONLY: SPC-2021-0340C I 1 S L A T E D E T S I I I I Y T L C A F H T L A E H C L B U P S G N R P S E V O D I E N A L O C N A L B O L A P 1 1 8 5 I N T S U A F O Y T C I 3 0 0 0 0 - 8 9 5 3 1 1 : . O N T C E J O R P M S , T A : Y B N W A R D T A , B A : Y B D E N G S E D I P H : C Q / A Q SHEET 10 OF 30 M P 5 2 2 : 2 2 0 2 , 3 1 e n u J n o e n o o b a y b d e t t o p l I - g w d . L T D E T S - 3 0 0 0 0 - 8 9 5 3 1 1 \ D A C - 0 0 \ l i i v C \ 3 0 0 0 0 - 8 9 5 3 1 1 \ : V ALEXANDRA A. BOONE13895106/13/20228 of 11209 of 112010 of 112011 of 1120