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1. 130 Park Lane_COA 2021-0607A (UPDATE)
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1. 130 Park Lane_COA 2021-0607A (UPDATE)
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Last modified
9/16/2021 3:49:40 PM
Creation date
9/15/2021 4:27:32 PM
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South Bend HPC
HPC Street Address
130 Park Lane
HPC Document Type
Certification
HPC Local Landmark
i. South Bend
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RE-INSTALL EXISTING STONE SILL AND STONE <br />PLINTH BLOCKS AT FRONT DOOR / COLUMNS <br />7' - 9" <br />EXISTING BUILDING WALL LINE R <br />3 <br />' - <br />1 <br />1 <br />"4' - 2"UP <br />PROPERTY LINE <br />EXISTING SIDEWALK LINE <br />5' - 0" <br />NEW CONCRETE SET AT EXISTING <br />SIDEWALK HEIGHT -BRUSHED <br />UP <br />1' - 4"5' - 0"1' - 4"1' - 2"1' - 2"2' - 0"2' - 10"2' - 10"LOWER STONE WALL -SEE SECTION <br />LOWER 6" CMU BLOCK WALL <br />4" THICK STONE -SELECTION BY OWNER <br />4" THICK STONE -SELECTION BY OWNER <br />6" CMU BLOCK WALL <br />STEP DOWN WALL -SEE SECTION <br />STONE CAP (DASHED LINE) <br />TYP. -SEE SECTION <br />2 <br />A0.1 <br />METAL RAILING -CORE DRILL INTO <br />CONCRETE -SELECTION BY OWNER <br />SLOPE 1/8" PER FOOT <br />AWAY FROM BUILDING <br />CONCRETE SIDEWALK <br />AND STEPS -BRUSHED <br />TOOLED CONTROL JOINTS - 4'-0" <br />MAXIMUM SPACING <br />TOOLED CONTROL JOINT - <br />ALIGN W/ WALL EDGE <br />TOOLED CONTROL JOINT -ALIGN W/ WALL EDGE <br />PROVIDE EXPANISION JOINT BETWEEN <br />NEW AND EXISTING SIDEWALK <br />CONCRETE STAIR TREADS -1/8" PER <br />FOOT SLOPE TO STAIR EDGES (TYP.) <br />MAXIMUM 7" RISE <br />FIBER REINFORCED CONCRETE (TYP.) <br />EXPANSION JOINT AND DOWELS - <br />TYPICAL BETWEEN COLD POUR JOINTS <br />EXISTING SIDEWALK -REPAIR <br />OR REPLACE AS REQUIRED <br />MIN. 4" COMPACTED FILL (TYP.) <br />EXPANSION JOINT BETWEEN EXISTING <br />BUILDING AND NEW CONCRETE <br />EXISTING 4" SILL STONE -RE-INSTALL <br />IN NEW LOCATION <br />BUILDING LINE <br />METAL RAILING, CORE DRILL INTO <br />STEPS -SELECTION BY OWNER <br />3' - 0"CONCRETE WALL FOOTER -MIN 36" DEEP <br />STONE WALL WITH LIMESTONE OR CAST STONE CAP <br />4"1' - 4"8"EQEQEQEQCONCRETE GENERAL NOTES <br />TYPE OR LOCATION OF CONCRETE CONSTRUCTION <br />BASEMENT SLABS, INTERIOR SLABS ON GRADE - <br />EXCEPT GARAGE FLOOR SLABS <br />BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND <br />OTHER VERTICAL CONCRETE WORK <br />PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER, <br />EXPOSED CONCRETE WALLS, AND GARAGE FLOOR SLABS <br />MINIMUM 28-DAY <br />COMPRESSIVE STRENGTH <br />AIR CONTENT <br />3500 PSI <br />4000 PSI <br />4500 PSI <br />WEATHER PROTECTED SPREAD FOOTINGS 3000 PSI <br />1. DO NOT SCALE DRAWINGS -DESIGN NOTES AND/OR DIMENSIONS ARE PROVIDED TO GUIDE THE DESIGN INTENT FOR THE LOCATION AND ALIGNMENT OF WALLS, <br />WINDOWS, AND BUILDING FEATURES. ALL DIMENSIONS ARE FROM FACE OF CONCRETE WALLS. ENSURE SPECIFIED FOOTINGS ARE CENTERED AT STEM WALLS. IF <br />QUESTIONS OR DISCREPANCIES ARISE PLEASE CONTACT ARCHITECT FOR FURTHER INFORMATION. <br />2. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST BUILDING CODES AND INDUSTRY STANDARDS FOR FOR REINFORCED CONCRETE DEFINED IN ACI 318-19 <br />AND, ACI 301-16. <br />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 <br />SOIL TESTS BY AND APPROVED AGENCY USING APPROVED METHODS TO VERIFY SOIL CHARACTERISTICS AND BEARING CAPACITIES MEET MINIMUM REQUIREMENTS. <br />IF SOIL IS FOUND TO BE UNSUITABLE -THE SOIL SHOULD BE REMOVED AND REPLACED WITH COMPACTED FILL MATERIAL AND RE-TESTED FOR PROPER BEARING <br />CAPACITY. REMOVE ALL TREE ROOTS, CONSTRUCTION DEBRIS, AND ICE PRIOR TO PLACEMENT OF FOOTINGS. <br />4. FOUNDATION DRAINAGE SHALL BE DIVERTED TO AN APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. <br />A. GRADE SHALL SLOPE AWAY FROM FOUNDATION WALL AT A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. <br />B. WHERE MINIMUM SLOPE IS PROHIBITIVE-DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. <br />C. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL SLOPE A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. <br />D. FOUNDATION PERIMETER DRAIN SHALL BE PROVIDED AND GRAVITY FEED TO A DAYLIGHT LOCATION OR USE OF MECHANICAL MEANS SHALL BE IMPLEMENTED <br />5. PROVIDE SLEEVES UNDER SIDEWALK FOR ANY DRAINAGE, ELECTRICAL, IRRIGATION, ETC. AS SPECIFIED BY OWNER <br />2% MAXIMUM <br />2% MAXIMUM <br />4% -6% <br />4% -6% <br />MAXIMUM SLUMP <br />(INCHES) <br />6 <br />6 <br />6 <br />5 <br />NOT FOR CONSTRUCTION <br />MAY HOUSE RELOCATION <br />EXISTING ADDRESS: <br />130 PARK LN <br />SOUTH BEND, IN 46601 <br />PROPOSED ADDRESS: <br />919 RIVERSIDE DR <br />SOUTH BEND, IN 46616 <br />DATE: <br />PROJECT NO <br />REVISION DATE <br />NOTES: <br />DRAWN BY: <br />PRELIMINARY <br />SITE PLAN <br />04/26/2021 <br />Phone: <br />317-225-9670 <br />Email: <br />neil@hoerstmandesignshop.com <br />A0.1 <br />FRONT STEP <br />DETAILS <br />03/08/21 <br />21-006 <br />Author <br />SCALE:1/2" = 1'-0"1 ENLARGED FRONT STEP PLAN <br />SCALE:1/2" = 1'-0"2 FRONT STEP / WALK SECTION
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