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A001.0
234 1 5678 910 UP 15 RISERS ROUGH IN BATH 1112 OPT. EJECTOR PIT AND PUMP - VERIFY LOCATION IN FIELD SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD 2A2 1A2 POST & BEAM PER STRUCTURAL PLANS POST & BEAM PER STRUCTURAL PLANS PERIMETER DRAIN, PER SPEC (4) 16" SH2/4 \A1;2'-0{\H0.75x;\S1#2;}" \A1;5'-0{\H0.75x;\S1#2;}" \A1;5'-0" \A1;19'-5{\H0.75x;\S1#2;}" \A1;10'-7{\H0.75x;\S1#2;}" SHOWER \A1;2'-1"TB TP TR POST & BEAM PER STRUCTURAL PLANS 2A2 4140 SL & EGRESS WELL #2, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS 4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS \A1;7'-6" \A1;19'-2{\H0.75x;\S1#2;}" UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLABLEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL) SLOPE 3"UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLABLEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.) LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.) UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB\A1;10'-9{\H0.75x;\S1#2;}" \A1;4'-3{\H0.75x;\S1#2;}" \A1;12'-0" \A1;5'-9" \A1;3'-10{\H0.75x;\S1#4;}" \A1;3'-7" \A1;6'-8"\A1;5'-9"\A1;5'-7" \A1;2'-0" \A1;12'-4{\H0.75x;\S1#2;}" \A1;10'-2" \A1;8{\H0.75x;\S1#2;}" \A1;8'-1{\H0.75x;\S1#2;}"\A1;6'-0" \A1;7'-6" \A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;17'-7" \A1;20'-1{\H0.75x;\S1#2;}" \A1;6'-0" \A1;5'-4"\A1;4{\H0.75x;\S1#2;}" \A1;12'-7{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;37'-1"\A1;8'-3"\A1;1'-10{\H0.75x;\S1#2;}"\A1;1'-9"\A1;8'-11{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;20'-9{\H0.75x;\S1#2;}" \A1;10'-10{\H0.75x;\S1#2;}" \A1;12'-7{\H0.75x;\S1#2;}" \A1;14'-3{\H0.75x;\S1#2;}" \A1;62'-3{\H0.75x;\S1#2;}" OVERALL\A1;58'-3{\H0.75x;\S1#2;}"\A1;30'-3{\H0.75x;\S1#2;}" \A1;1'-8{\H0.75x;\S1#2;}" \A1;19'-2{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;8'-9{\H0.75x;\S1#2;}" \A1;8'-9{\H0.75x;\S1#2;}" \A1;6'-3{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" \A1;62'-3{\H0.75x;\S1#2;}" OVERALL \A1;4'-0" \A1;23'-1"\A1;8'-0" \A1;16'-3" \A1;1'-0" \A1;1'-0" 4140 SL & EGRESS WELL #2, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS 4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS \A1;6'-0" UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB\A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;18'-0"\A1;10'-0" \A1;10'-0" \A1;17'-7" \A1;6'-0" \A1;8'-9{\H0.75x;\S1#2;}" \A1;8'-9{\H0.75x;\S1#2;}" \A1;6'-3{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" A0.01 FOUNDATION - BASEMENTMidwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Rockwall 2054.300Home for * Market Home *, 7231-02600Street Address, Carmel, State 00000BASEMENT FOUNDATION PLANSCALE: 1/4" = 1'-0" (HALF SCALE ON 11x17 PAPER) Alternate Sump Location 10/06/21