5 - 1308 Alta Vista Ave - drawings — original pdf

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AVERAGE OF HIGH AND LOW ADJACENT GRADE = 538' - 8 3/4" SITE LEGEND PROPERTY LINE BUILDING SETBACKS X X 6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKS ISSUED DATE PROJECT NUMBER 20039 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. SCHEMATIC DESIGN N62⁰ 34' 31" E 5.15' 3029 VACATED ALLEY 540'-0" HIGH POINT TENTS 1 & 2 3018 TE 4 0'-0" NT 1 4 T 2 O L 1 T 1 O L TE 4 0'-0" NT 2 CO 540 EXISTING HOME TO REMAIN 3028 525 530 ELEVATED WOODEN GARDEN SHED 520 8 0' 1.3 " E 5 9' 0 0 ⁰ 1 1 N 3027 3026 535 5 T 2 O L 3024 4' 1.4 " E 5 7' 3 5 1 ⁰ 1 1 N O . H . 3025 K C A B T E D S R A R Y A E 0' R 1 3030 3031 O . H . W W 3036 536'-7" LOW ADJACENT GRADE (EXISTING) 3035 O . H . 3032 3034 PP W W E E U U 6 T 2 O L E E U U EXISTING CLEANOUT EXISTING STONE WALL WITH IRON FENCE TO REMAIN EXISTING GAS METER TO REMAIN EXISTING BRICK AND STONE PAVER WALKWAY TO REMAIN EXISTING GAS METER AND GAS LINE TO REMAIN. EXISTING GATE TO REMAIN Y D ALLE ET OF LOT 25, ET OF LOT 26 ATE C A NT V ST 36.5 FE D LOT 10 ST 34 FE E ADJA A E E A LOT 9 A S TH E E D TH D TH PLU N A E C N N A 3015 3017 3016 3005 S62⁰ 0 8' 59" E 191.47' 5' SID E S ETB A C K EXISTING POOL 3003 3006 3033 3019 7 T 2 O L T 8 O L EXISTING BRICK PAVER WALKWAY TO REMAIN 3020 3022 3021 3023 3010 GC TO PROVIDE AIR SPADING WITHIN TREE CRZ PRIOR TO ANY EXCAVATION OR DIGGING PROPOSED LOCATION OF NEW GARAGE 540'-10 3/4" HIGH ADJACENT GRADE (EXISTING) 541 W 3004 3014 3012 3013 3000 540 GC TO PROVIDE AIR SPADING WITHIN TREE CRZ PRIOR TO ANY EXCAVATION OR DIGGING W HTS VIS HEIG G. 15 CK 3 OL. 3, P BLO P.R.T.C. A TR V 5' SID E S ETB A C K N 62⁰47'0 3"W 182.8 9' 3011 1 A1.1G W E K LIN 5, P.R.T.C. C A B T E 5' S 2 1 / 3 3007 3008 3009 535 A: 46.20' R: 344.94' D: 7⁰40'24" CB: S14⁰00'34"W CL: 46.16' W T) E A U L N R P E V E A A A VIS 0' R.O.W., P T T L A 6 ( A: 53.71' R: 393.33' D: 7⁰49'25" CB: S11⁰43'13"W CL: 53.67' EXISTING CONCRETE DRIVEWAY AND PARKING AREA TO REMAIN 3002 3001 1 SITE PLAN 3/32" = 1'-0" TRUE NORTH 8" LAYER OF MULCH COVERED WITH BURLAP AND KEPT MOIST FOR TREE PROTECTION EXISTING TREE TO REMAIN CRZ 1/2 1/4 EXISTING BUILDING FOOTPRINT TO REMAIN EXISTING BUILDING FOOTPRINT TO BE REMODELED ADDITION AREA OE OE OVERHEAD ELECTRICAL LINES W W WATER LINE WW WW WASTE-WATER LINE UE UE HB G UNDERGROUND ELECTRICAL LINES PROPOSED HOSE BIB LOCATIONS PROPOSED GAS TAP GENERAL NOTES: 1. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO BE COORDINATED WITH LANDSCAPE DESIGNER. 2. SEE SITE PLAN FOR INFORMATION ON LOCATION OF NEW BUILDING. 3. REFER TO DEMOLITION SITE PLAN D1.1 FOR CONSTRUCTION PATH AND STAGING. 4. ROUTE NEW WASTE WATER LINES TO AVOID THE 1/2 CRZ OF PROTECTED TREES WHERE POSSIBLE. IF NOT AVOIDABLE, TRENCHES TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30” TO AVOID CUTTING ROOTS 1.5”+ IN DIAMETER. 5. CONTRACTOR TO WALK SITE BEFORE CONSTRUCTION AND DECIDE IF PRUNING OF ANY PROTECTED TREES IS NECESSARY. IF SO, CERTIFIED ARBORIST TO ASSESS THE PRUNING NEEDS AND PROVIDE A WRITTEN ASSESSMENT OF ESTIMATED PERCENTAGE OF CANOPY PROPOSED TO BE REMOVED. SITE INFORMATION: SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY SURVEY WORKS ON 12/08/2020, SETH P. REICHENAU 6735. E G A R A G - A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A A T S I V A T L A 8 0 3 1 A1.0G SITE PLAN : : M A 2 4 2 0 8 2 2 0 2 / 6 1 / 1 1 | e l t t i L & n o t y a l C © HTS EIG G. 15 K 3 VIS H OL. 3, P C BLO P.R.T.C. A TR V 3003 3023 3022 3021 6" / 1'-0" RID G E 6" / 1'-0" 3010 5' S ETB A C K N 6 2⁰47'0 3"W 18 2.8 9' 3008 EXISTING DRIVEWAY TO REMAIN 3009 1 ENLARGED GARAGE SITE PLAN / ROOF PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH : : M A 3 4 2 0 8 2 2 0 2 / 6 1 / 1 1 | e l t t i L & n o t y a l C © GC TO PROVIDE AIR SPADING WITHIN TREE CRZ PRIOR TO ANY EXCAVATION OR DIGGING X X 6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKS EXISTING LANDSCAPING WALL TO REMAIN NEW CARPORT ATTACHED TO NEW GARAGE E K LIN 5, P.R.T.C. C A B T E 5' S 2 1 / 3 3007 SITE LEGEND PROPERTY LINE BUILDING SETBACKS 8" LAYER OF MULCH COVERED WITH BURLAP AND KEPT MOIST FOR TREE PROTECTION EXISTING TREE TO REMAIN CRZ 1/2 1/4 EXISTING BUILDING FOOTPRINT TO REMAIN EXISTING BUILDING FOOTPRINT TO BE REMODELED ADDITION AREA OE OE OVERHEAD ELECTRICAL LINES W W WATER LINE WW WW WASTE-WATER LINE UE UE HB G UNDERGROUND ELECTRICAL LINES PROPOSED HOSE BIB LOCATIONS PROPOSED GAS TAP GENERAL NOTES: 1. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO BE COORDINATED WITH LANDSCAPE DESIGNER. 2. SEE SITE PLAN FOR INFORMATION ON LOCATION OF NEW BUILDING. 3. REFER TO DEMOLITION SITE PLAN D1.1 FOR CONSTRUCTION PATH AND STAGING. 4. ROUTE NEW WASTE WATER LINES TO AVOID THE 1/2 CRZ OF PROTECTED TREES WHERE POSSIBLE. IF NOT AVOIDABLE, TRENCHES TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30” TO AVOID CUTTING ROOTS 1.5”+ IN DIAMETER. 5. CONTRACTOR TO WALK SITE BEFORE CONSTRUCTION AND DECIDE IF PRUNING OF ANY PROTECTED TREES IS NECESSARY. IF SO, CERTIFIED ARBORIST TO ASSESS THE PRUNING NEEDS AND PROVIDE A WRITTEN ASSESSMENT OF ESTIMATED PERCENTAGE OF CANOPY PROPOSED TO BE REMOVED. SITE INFORMATION: SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY SURVEY WORKS ON 12/08/2020, SETH P. REICHENAU 6735. LOT SIZE - 17,777.91 SF EXISTING BUILDING COVERAGE PROPOSED GARAGE PROPOSED COVERED PARKING EXISTING 2,563 SF 0 SF 560 SF 410 SF NEW/ADDED TOTAL TOTAL BUILDING COVERAGE % BUILDING COVERAGE (3,533/ 17,777.91) = 19.8% DRIVEWAY SIDEWALKS UNCOVERED PATIO UNCOVERED WOOD DECK AC PADS OTHER* ( POOL WALKWAY ) TOTAL NON-BUILDING COVERAGE TOTAL SITE COVERAGE (IMPERVIOUS) % IMPERVIOUS COVER (5,774 / 17,777.91) = 32.47% WITHOUT POOL % IMPERVIOUS COVER (6,491 / 17,777.91) = 36.51% 1,565 SF 653 SF 0 SF 0 SF 23 SF 717 S.F. 2,958 SF 6,491 SF 2,563 SF 560 SF 410 SF 3,533 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 20039 SCHEMATIC DESIGN E G A R A G - A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A A T S I V A T L A 8 0 3 1 A1.1G ENLARGED SITE PLAN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE WALLS TO REMAIN NEW PARKING RATED PERMEABLE LANDSCAPE AREA EDGE OF EXISTING CONCRETE PAVING 1 / A3.0G 0° 0.0 9 EXISTING LANDSCAPE WALLS AND STAIRS TO REMAIN NEW WOOD FRENCH DOORS OUT INTO LANDSCAPE GARDENING WORKBENCH " 2 / 1 8 - 2 2 ' G 1 . 3 A / 2 IMPROVED LANDSCAPE AREA " 2 / 1 8 " 4 / 3 7 - 5 ' " 2 / 1 1 1 - 2 ' " 2 / 1 9 - 4 ' " 3 - 2 ' 11'-2" PROPOSED GARAGE PARKING SPOT 1 PARKING SPOT 2 26'-0" 1 / A3.1G 1 GARAGE PLAN 1/4" = 1'-0" PAINTED WOOD FRAMING WITH STANDING SEAM METAL ROOF NEW WOOD GARAGE DOOR EXISTING DRIVEWAY PAVING TO REMAIN " 0 - 9 ' " 0 - 9 ' G 0 3 A . / 2 N62⁰47'03"W 182.89' 8 1/2" 2'-0" 9'-5 1/2" 3'-4" 5' SETBACK : : M A 3 4 2 0 8 2 2 0 2 / 6 1 / 1 1 | e l t t i L & n o t y a l C © PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 20039 SCHEMATIC DESIGN E G A R A G - A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A A T S I V A T L A 8 0 3 1 A1.2G ENLARGED GARAGE PLAN STANDING SEAM METAL ROOF TO MATCH EXISTING 15'8" PEAK PAINTED WOOD FRAMING WITH STANDING SEAM METAL ROOF PAINTED WOOD COLUMNS BRICK TO MATCH EXISTING HOME (SMOOTH MORTER JOINTS) 1 GARAGE ELEVATION NORTH 1/4" = 1'-0" PAINTED WOOD FRAMING WITH STANDING SEAM METAL ROOF PAINTED WOOD COLUMNS 2 GARAGE ELEVATION EAST 1/4" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 20039 SCHEMATIC DESIGN GARAGE PLATE 553'-3" GARAGE FF 543'-3" E G A R A G - A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A A T S I V A T L A 8 0 3 1 A3.0G EXTERIOR ELEVATIONS - GARAGE TE N TS 1 & 2 F A R 15'8" PEAK STANDING SEAM METAL ROOF TO MATCH EXISTING E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 2'-0" GARAGE PLATE 553'-3" GARAGE FF 543'-3" 1ST FLOOR - EXISTING 542'-8" BRICK TO MATCH EXISTING HOME (SMOOTH MORTER JOINTS) AUTOMATIC GARAGE DOORS FIRST FLOOR 100'-0" : : M A 4 4 2 0 8 2 2 0 2 / 6 1 / 1 1 | e l t t i L & n o t y a l C © 15'8" PEAK STANDING SEAM METAL ROOF TO MATCH EXISTING BRICK TO MATCH EXISTING HOME (SMOOTH MORTER JOINTS) PAINTED WOOD FRAMING WITH STANDING SEAM METAL ROOF PAINTED WOOD COLUMNS GARAGE PLATE 553'-3" WOOD WINDOWS SALVAGED FROM MAIN HOUSE GARAGE FF 543'-3" FIRST FLOOR 100'-0" 1 GARAGE ELEVATION SOUTH 1/4" = 1'-0" T E N T S 1 & 2 F A R 15'8" PEAK STANDING SEAM METAL ROOF TO MATCH EXISTING K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P GARAGE PLATE 553'-3" PAINTED WOOD FRAMING WITH STANDING SEAM METAL ROOF PAINTED WOOD COLUMNS EXISTING LANDSCAPE WALL TO REMAIN 2 GARAGE ELEVATION WEST 1/4" = 1'-0" GARAGE FF 543'-3" BRICK TO MATCH EXISTING HOME (SMOOTH MORTER JOINTS) FRENCH DOORS OUT TO LANDSCAPE PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2022-11-12 20039 SCHEMATIC DESIGN E G A R A G - A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A A T S I V A T L A 8 0 3 1 A3.1G EXTERIOR ELEVATIONS - GARAGE : : M A 4 4 2 0 8 2 2 0 2 / 6 1 / 1 1 | e l t t i L & n o t y a l C ©