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HomeMy WebLinkAboutFoundation Plans - Plans - 161 CAMPBELL ROAD 5/6/2022 EXISTING \I PROPOSED I EXISTING POURED CONCRETE PIERS EXISTING PROPOSED Q EXISTING IDWELLING(ABOVE) MASTER BEDROOM I 21'4a' FINISH 1ST FLOOR + — I 5-8" 4'-2" NOTE: I— - I SURVEYOR TO CONFIRM THE LOCATION AND ZONING COMPLIANCE FAMILY ROOM OF EXISTING/PROPOSED STRUCTURES FINISH 1ST FLOOR L �i EXISTING POURED I J j CONCRETE FOUNDATION I OUTLINE OF PROPOSED BASEMENT ACCESS. V�BASEMENT STAIRWAY _, ( HOWN FOR FULL HEIGHT FOUNDATION)---\\ I - EXISTING FINISH BASEMENT FLOOR n I 7 NEW FULL HEIGHT FOUNDATION WALL + _ REMOVE EXISTING REMOVE EXISTING FOOTING AT LOCATION - THIS AREA�11 — CHIMNEY FOUNDATION I m T-6" OF NEW STAIRWAY EXISTING DEWATERING SYSTEM � �I CONCRETE SLAB +PROPOSED FINISH BASEMENT FLOOR EPDXY GROUTED DOWELS I I FINISH BMT.FLOOR. STEEL REINFORCING CRUSHED STONE I I ELEVATION T.B.D. Q NEW POURED CONCRETE FOUNDATION /APPROXIMATE SECTION F2 T- I OUTLINE OF J I // PROPOSED _J STAIR EXISTING PORCH(ABOVE) SECTION F2 � I EBAR WATERPROOFING L 5 BOT. SYSTEM &BOT. — — — — — — — — L J URED CONCRETE _ 4"SOLID PVC SLEEVES Oz OTING&AT8'O.C. - UNDATION PERIMETER FOUNDATION DRAIN: 4"THICK CONCRETE SLAB 4"DIA.PERFORATED PVC PIPE _3/4"CRUSHED STONE FILTER FABRIC"WRAP"DISCHARGE TO APPROVED"LOW POINT" o VAPOR BARRIER ~ U 3/4"CRUSHED STONE N P—SFoa FOUNDATION PLAN McCARTHY RESIDENCE V.I.F.ADEQUATE (PROPOSED) 161 CAMPBELL ROAD SECTION F1 SOIL BEARING CAPACITY NORTH ANDOVER, MA