1. 130 Park Lane_COA 2021-0607A (UPDATE)

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RE-INSTALL EXISTING STONE SILL AND STONE PLINTH BLOCKS AT FRONT DOOR / COLUMNS 7' - 9" EXISTING BUILDING WALL LINE R 3 ' - 1 1 "4' - 2"UP PROPERTY LINE EXISTING SIDEWALK LINE 5' - 0" NEW CONCRETE SET AT EXISTING SIDEWALK HEIGHT -BRUSHED UP 1' - 4"5' - 0"1' - 4"1' - 2"1' - 2"2' - 0"2' - 10"2' - 10"LOWER STONE WALL -SEE SECTION LOWER 6" CMU BLOCK WALL 4" THICK STONE -SELECTION BY OWNER 4" THICK STONE -SELECTION BY OWNER 6" CMU BLOCK WALL STEP DOWN WALL -SEE SECTION STONE CAP (DASHED LINE) TYP. -SEE SECTION 2 A0.1 METAL RAILING -CORE DRILL INTO CONCRETE -SELECTION BY OWNER SLOPE 1/8" PER FOOT AWAY FROM BUILDING CONCRETE SIDEWALK AND STEPS -BRUSHED TOOLED CONTROL JOINTS - 4'-0" MAXIMUM SPACING TOOLED CONTROL JOINT - ALIGN W/ WALL EDGE TOOLED CONTROL JOINT -ALIGN W/ WALL EDGE PROVIDE EXPANISION JOINT BETWEEN NEW AND EXISTING SIDEWALK CONCRETE STAIR TREADS -1/8" PER FOOT SLOPE TO STAIR EDGES (TYP.) MAXIMUM 7" RISE FIBER REINFORCED CONCRETE (TYP.) EXPANSION JOINT AND DOWELS - TYPICAL BETWEEN COLD POUR JOINTS EXISTING SIDEWALK -REPAIR OR REPLACE AS REQUIRED MIN. 4" COMPACTED FILL (TYP.) EXPANSION JOINT BETWEEN EXISTING BUILDING AND NEW CONCRETE EXISTING 4" SILL STONE -RE-INSTALL IN NEW LOCATION BUILDING LINE METAL RAILING, CORE DRILL INTO STEPS -SELECTION BY OWNER 3' - 0"CONCRETE WALL FOOTER -MIN 36" DEEP STONE WALL WITH LIMESTONE OR CAST STONE CAP 4"1' - 4"8"EQEQEQEQCONCRETE GENERAL NOTES TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT SLABS, INTERIOR SLABS ON GRADE - EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER, EXPOSED CONCRETE WALLS, AND GARAGE FLOOR SLABS MINIMUM 28-DAY COMPRESSIVE STRENGTH AIR CONTENT 3500 PSI 4000 PSI 4500 PSI WEATHER PROTECTED SPREAD FOOTINGS 3000 PSI 1. DO NOT SCALE DRAWINGS -DESIGN NOTES AND/OR DIMENSIONS ARE PROVIDED TO GUIDE THE DESIGN INTENT FOR THE LOCATION AND ALIGNMENT OF WALLS, WINDOWS, AND BUILDING FEATURES. ALL DIMENSIONS ARE FROM FACE OF CONCRETE WALLS. ENSURE SPECIFIED FOOTINGS ARE CENTERED AT STEM WALLS. IF QUESTIONS OR DISCREPANCIES ARISE PLEASE CONTACT ARCHITECT FOR FURTHER INFORMATION. 2. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST BUILDING CODES AND INDUSTRY STANDARDS FOR FOR REINFORCED CONCRETE DEFINED IN ACI 318-19 AND, ACI 301-16. 3. FOOTINGS SHALL REST ON UNDISTURBED NATIVE SOIL THAT IS "LEVEL" AND NO GREATER THAN A SLOPE OF 1:10. PRIOR TO PLACEMENT OF FOOTINGS -CONDUCT SOIL TESTS BY AND APPROVED AGENCY USING APPROVED METHODS TO VERIFY SOIL CHARACTERISTICS AND BEARING CAPACITIES MEET MINIMUM REQUIREMENTS. IF SOIL IS FOUND TO BE UNSUITABLE -THE SOIL SHOULD BE REMOVED AND REPLACED WITH COMPACTED FILL MATERIAL AND RE-TESTED FOR PROPER BEARING CAPACITY. REMOVE ALL TREE ROOTS, CONSTRUCTION DEBRIS, AND ICE PRIOR TO PLACEMENT OF FOOTINGS. 4. FOUNDATION DRAINAGE SHALL BE DIVERTED TO AN APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. A. GRADE SHALL SLOPE AWAY FROM FOUNDATION WALL AT A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. B. WHERE MINIMUM SLOPE IS PROHIBITIVE-DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. C. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL SLOPE A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. D. FOUNDATION PERIMETER DRAIN SHALL BE PROVIDED AND GRAVITY FEED TO A DAYLIGHT LOCATION OR USE OF MECHANICAL MEANS SHALL BE IMPLEMENTED 5. PROVIDE SLEEVES UNDER SIDEWALK FOR ANY DRAINAGE, ELECTRICAL, IRRIGATION, ETC. AS SPECIFIED BY OWNER 2% MAXIMUM 2% MAXIMUM 4% -6% 4% -6% MAXIMUM SLUMP (INCHES) 6 6 6 5 NOT FOR CONSTRUCTION MAY HOUSE RELOCATION EXISTING ADDRESS: 130 PARK LN SOUTH BEND, IN 46601 PROPOSED ADDRESS: 919 RIVERSIDE DR SOUTH BEND, IN 46616 DATE: PROJECT NO REVISION DATE NOTES: DRAWN BY: PRELIMINARY SITE PLAN 04/26/2021 Phone: 317-225-9670 Email: neil@hoerstmandesignshop.com A0.1 FRONT STEP DETAILS 03/08/21 21-006 Author SCALE:1/2" = 1'-0"1 ENLARGED FRONT STEP PLAN SCALE:1/2" = 1'-0"2 FRONT STEP / WALK SECTION