D.7.1 - 1016 Avondale Rd - Plans — original pdf

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THE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.DEPARTMENT OF PUBLIC WORKSSTANDARD NO.4 OF 4ADOPTED TYPE I DRIVEWAY(1 & 2 FAMILY RESIDENTIAL USE ONLY)CITY OF AUSTIN433S-16. TYPE I DRIVEWAYS ARE TO BE LOCATED NO CLOSER TO THE CORNER OF INTER- SECTING RIGHTS-OF-WAY THAN 60% OF PARCEL FRONTAGE OR 15 METERS (50 FEET); WHICHEVER IS LESS.5. DRIVEWAYS SHALL NOT EXCEED 70% OF A LOTS’ STREET FRONTAGE.8. SINGLE FAMILY LOTS LIMITED TO ONE DRIVEWAY EXCEPT FOR APPROVED SEMICIRCULAR DRIVES.7. DRIVEWAYS SHALL NOT BE CONSTRUCTED WITHIN THE CURB RETURN OF A STREET INTERSECTION.4. ALL DRIVEWAYS MUST BE CONSTRUCTED WITHIN THE STREET FRONTAGE OF THE SUBJECT PROPERTY AS DETERMINED BY EXTENDING THE SIDE PROPERTY LINES TO THE CURB.1. "ZERO" CURB AT PT OR SIDEWALK EDGE, WHICHEVER IS ENCOUNTERED FIRST. THE DRIVEWAY EDGE SHALL BE SMOOTHLY TRANSITIONED INTO THE SIDEWALK BEGINNING AT THE RADIUS PC LINE.NOTES:3. IF THE BASE IS OVER EXCAVATED WHERE THE CURB AND GUTTER WAS REMOVED, BACKFILL WITH CONCRETE MONOLITHICALLY WITH THE DRIVEWAY.2. IF DIMENSION IS LESS THAN 1.5 METERS (5 FEET), REMOVE CURB AND GUTTER TO EXISTING JOINT AND POUR MONOLITHICALLY WITH THE DRIVEWAY.9. WHEN TWO DRIVEWAYS ARE USED (0NE PER UNIT; TWO MAXIMUM) FOR DUPLEXES AND TOWN HOMES, SINGLE FAMILY STANDARDS SHALL APPLY.11. SEE TRANSPORTATION MANUAL SECTION 5 FOR OTHER DRIVEWAY REQUIREMENTS.10. WHILE THE PROPERTY OWNER REMAINS RESPONSIBLE FOR GRADE BREAKS WITHIN PRIVATE PROPERTY, THE FIRE DEPARTMENT SHOULD BE CONSULTED WHERE THE DRIVEWAY IS ESSENTIAL TO EMERGENCY VEHICLE ACCESS AND "G2" IS GREATER THAN 15%. "G1" PLUS "D" SHOULD NOT EXCEED 15%.14. PLACE AN EXPANSION JOINT DOWN THE CENTER OF ALL DRIVEWAYS.13. THE SIDEWALK, REGARDLESS OF ITS LOCATION WITH RESPECT TO THE CURB OR PROPERTY LINE, SHALL BE CONNECTED TO THE DRIVEWAY AT THESE LOCATIONS.12. USE 12 mm (12") ASPHALT BOARD, OR OTHER APPROVED MATERIAL, FOR CURB AND GUTTER EXPANSION JOINTS.15. WATER METER BOXES AND WASTEWATER CLEAN OUTS ARE PROHIBITED FROM BEING LOCATED IN DRIVEWAY AREAS.RECORD COPY SIGNEDBY SAM ANGOORI10/19/09G1THE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.DEPARTMENT OF PUBLIC WORKS3 OF 4STANDARD NO.ADOPTED TYPE I DRIVEWAY(1 & 2 FAMILY RESIDENTIAL USE ONLY)CITY OF AUSTINALLOWABLE GRADES433S-110%MAX.2%MAX.SLOPE-2% SLOPE (TYP.)SEE NOTE 10G21GDDG2R.O.W.DRIVEWAYCRITERIAUSESIN. FAMILYDUPLEXTOWN HOME4.56(15)4.56(15)3.66(12)WIDTHMETERS (FEET)MIN.*OPT.5.50(18)5.50(18)5.50(18)11.80(25)11.80(25)11.80(25)MAX.RADIUS DIMENSIONMETERS (FEET)USEMIN.*OPT.MAX.3.0(10)1.5(5)1.5(5)SINGLEFAMILYDUPLEXTOWN HOME1.5(5)1.5(5)2.4(8)2.4(8)3.0(10)3.0(10)*OPTIMUM*OPTIMUMFACE OF CURBRECORD COPY SIGNEDBY SAM ANGOORI10/19/09THE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.ADOPTEDDEPARTMENT OF PUBLIC WORKSSTANDARD NO.1 OF 4 TYPE I DRIVEWAY(1 & 2 FAMILY RESIDENTIAL USE ONLY)CITY OF AUSTINPLANPLAN433S-1EXPANSIONJOINTAR.O.W.R.O.W.SEE DRIVEWAYCRITERIA CHARTBELOWNOTE2.SEE3 m(10’-0’’) MIN.INLETB1.2 m(4’-0’’) MIN.2% MAX.SLOPESIDEWALK TIE-INLOCATION.SEE NOTE 13PTSAW-CUT& EXP. JT.PEDESTRIANCROSSINGPCR.O.W.R.O.W.RRTRANSITION TO ZERO CURBMATCH CATCH/SPILL GUTTERSECTION OF EXIST. CURB & GUTTERCURB &GUTTERCENTERLINE EXPANSIONJOINTEXIST.JOINT0.6 m(2’-0’’) TYP.CENTERLINE EXPANSION JOINTSEE DETAIL BELOW AND NOTE 14ON SHEET 4 OF 4SEE NOTE 1SIDEWALK TIE-INLOCATION.SEE NOTE 13CURB &GUTTERNOTE: 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 (14’’ RISE/FOOT) OVER DISTANCE "X" IN METERS (FEET).RECORD COPY SIGNEDBY SAM ANGOORI10/19/09THE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.DEPARTMENT OF PUBLIC WORKSADOPTEDSTANDARD NO.2 OF 4 TYPE I DRIVEWAY(1 & 2 FAMILY RESIDENTIAL USE ONLY)CITY OF AUSTINCROSS SECTION433S-1VARIES1.2 m(4’-0’’) MIN.DISTANCE "X".ROW300 mm (12’’)150 mm (6’’)BASEEXIST.DRIVEWAYRADIUS CURB A BSLOPE10% MAX.0.6 m(2’-0’’) TYP.SLOPE125 mm (5’’) MIN. CLASS A CONCRETE WITH 10M @ 450 mm (#3 @ 18’’) C.C.OR 150 mm X 150 mm X MW10 X MW10(6’’ X 6’’ X W1.5 X W1.5) MINIMUM.REINFORCEMENT SHALL ACCURATELY PLACED ATSLAB MID-DEPTH AND HELD FIRMLY IN PLACE BYMEANS OF BAR SUPPORTS OF ADEQUATESTRENGTH AND NUMBER THAT WILL PREVENTDISPLACEMENT AND KEEP THE STEEL AT ITSPROPER POSITION DURING THE PLACEMENT OFTHE P.C. CONCRETE. IN NO INSTANCE SHALL THESTEEL BE PLACED DIRECTLY ON THE SUBGRADEOR SAND CUSHION LAYER.2% MAX.50 mm (2’’)SAND BEDDINGRECORD COPY SIGNEDBY SAM ANGOORI10/19/09