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10-07-003
PROVIDE TRAFFIC LID- (IF TANK 15 — UNDER PAVEMENT) =095m WIAIVJAZ-411[1121� - ------------ - - -------- Is 1/81; FROM FBG FROM 95c. -- ---------- MARK a I UNIT5� TRAP SIZE HOT GOLD uic 3 4 SEE DETAIL ON SHT A-4 COORD. L14V 11/4 1/2 1/2 TUE3 2 2 1/2 1/2 ............ ............ SHOWEIR 2 1/2 --- ----- 1/2 ------ SINK 2 2 1/2 1/2 ........... LAUNDRY 2 2 1/2 1/2 SINK 4 1/2 1/2 WASHER i .......... -- -- 2 114' 4'6 1/8' (33 FU) 21' .. col-r-> WATER 340 . ....... ............... ... ...................... ... f=lf=r= UP . ......... . ... ..... HOT WATER ... f=lf=F- DOWN .............. SANITARY" FIXTURE TRAP (13 FU) vENT. 5-rSTErl 2" RWL FLOOR DRAIN TRAP CLEAN OUT co 2" CONE.; Urw.041114-- ........... HOSE 151155 PROVIDE TRAFFIC LID- (IF TANK 15 — UNDER PAVEMENT) =095m WIAIVJAZ-411[1121� I 0 &EFTIG TAN< DETAIL ILT's. - ------------ - - -------- Is 1/81; BLOO< EACH RWL -- ---------- (5 FU (4 FU) i SEE DETAIL ON BHT A-4 COOR-0. 2 PVC RWL FROM ROOF DRAINS, 1 1/2 SEE DETAIL ON SHT A-4 COORD. 41: :230 . ....... .. ....... ..... LOCATION TO AVOID INTERFERENCE RUCTURE REINFORCEMENT (TYP) WITH STRUCTURE ......... .... . .. WITH STRUCTURE REINFORCEMENT (TYP) .......... - ------------ --------------------- 13. VTR VTR 451 ........... (11 FU) v (31a Fu) ........ --- -- - -- ---- 1 1/2' VTR 4 1 (/2� VT� 1/81 ...... .... PROVIDE 51-LASH ............. (I FU) ...................... 0 ...... ------- 2 114' 4'6 1/8' (33 FU) 21' .. (4 FU) 340 . ....... ............... ... ...................... ... 1 11, 1/2' . ......... . ... ..... ........ ... 1 1/2 ...... .... 02--� VTR .............. T -0 L . .............. (13 FU) 2" RWL .. .......... IN SOFFIT 77� 2" CONE.; Urw.041114-- ........... ---------- CO G f;u L .... .... ... (TYP) e. ............ 1/51 (13 FU) 1200 GAL SEPTIC TANK ... . . ...... ... .... .. ............. ....... 211 RWL (TYP)-, 2 — — — — --- ®®. —,_ IN SOFFIT A ...... .... ...... ............. ............ ..... - ......... ............. .. I 0 &EFTIG TAN< DETAIL ILT's. PROVIDE SPLASH lie, . . -- - .... ...... .......... ...... ... ..... ----- ....... ----- BLOO< EACH RWL 211 PVC, RWL FROM ROOF DRAINS, (5 FU SEE DETAIL ON BHT A-4 COOR-0. 2 PVC RWL FROM ROOF DRAINS, 1 1/2 SEE DETAIL ON SHT A-4 COORD. ----------- :230 . ....... .. ....... ..... LOCATION TO AVOID INTERFERENCE RUCTURE REINFORCEMENT (TYP) WITH STRUCTURE ......... .... . .. WITH STRUCTURE REINFORCEMENT (TYP) .......... - ------------ --------------------- 13. VTR (I FU) F 451 ........... (11 FU) v (31a Fu) ........ --- -- - -- ---- 1 1/2' VTR 4 1 (/2� VT� 1 1/2' VTR ...... .... PROVIDE 51-LASH ............. 5LOOK EACH RWL ...................... 0 ...... ------- 5-15 4'6 1/8' (33 FU) 21' .. 340 . ....... ............... ... ...................... ... .... ......... L . ....... ........... . ......... . ... ..... 31 (13 FU) 2" RWL IN SOFFIT 77� 0— ---------- CO G f;u L (TYP) ............ 1/51 (13 FU) 1200 GAL SEPTIC TANK I 0 &EFTIG TAN< DETAIL ILT's. ve lie, . . -- - .... ...... .......... ...... ... ..... ----- ....... ----- --,(4 FU) 211 PVC, RWL FROM ROOF DRAINS, (5 FU SEE DETAIL ON BHT A-4 COOR-0. 1- /2' %voeTR 04= 1 1/2 LOCATION INTERFERENCE TO AVOID I ----------- :230 . ....... .. ....... ..... RUCTURE REINFORCEMENT (TYP) WITH STRUCTURE ......... .... . .. 244 .......... - ------------ --------------------- 13. VTR (I FU) F 451 ........... 11/2' v (31a Fu) ........ --- -- - -- ---- 1 1/2' VTR 4 1 (/2� VT� W/C-jooSENECK 12" AWAY WALL ...... .... PROVIDE 51-LASH 5,15 5LOOK EACH RWL ...................... 0 5-15 4'6 1/8' (33 FU) .._. i._..,......._....._., .. 340 . ....... ............... ... ...................... ... .... ......... L . ....... ........... . ......... . ... ..... nL I 0 &EFTIG TAN< DETAIL ILT's. ............. ...... .... L— (32 FU) 4'4'-1/8' (2ro FU) / 2" PVC RWL FROM ROOF DRAINS, SEE DETAIL ON SHT A-4 COORD- LOCATION To AVOID INTERFERENCE WITH STRUCTURE REINFORCEMENT (TYP) I C2 Fib) (b FU) 11/2'V (I FU) ((0 FU) SEE SITE PLAN -- - - --- - - - - - - 2W 2W (44 FU) 0 0 co TO DRAII,,FIELD SEE SITE PLAN 4- (44 FU) L — — — — — — — — — — — — 5 1-011 04 PROVIDE SPLASH 5LOOK a EACH RLUL ve lie, ACTUAL F;zF-T-1,4F;?J<5 --,(4 FU) f FU) (5 FU 1- /2' %voeTR 04= 1 1/2 :2,, ----------- :230 . ....... .. ....... ..... 13'(4 FU) .. ........ /4' 2 _u" 244 .......... - ------------ --------------------- 13. VTR (I FU) F 451 ........... 11/2' TERMINATE C OND DRAIN ........ --- -- - -- ---- 1 1/2' VTR 4 1 (/2� VT� W/C-jooSENECK 12" AWAY WALL ...... .... PROVIDE 51-LASH 5,15 5LOOK EACH RWL ............. ...... .... L— (32 FU) 4'4'-1/8' (2ro FU) / 2" PVC RWL FROM ROOF DRAINS, SEE DETAIL ON SHT A-4 COORD- LOCATION To AVOID INTERFERENCE WITH STRUCTURE REINFORCEMENT (TYP) I C2 Fib) (b FU) 11/2'V (I FU) ((0 FU) SEE SITE PLAN -- - - --- - - - - - - 2W 2W (44 FU) 0 0 co TO DRAII,,FIELD SEE SITE PLAN 4- (44 FU) L — — — — — — — — — — — — 5 1-011 04 PROVIDE SPLASH 5LOOK a EACH RLUL ID I RWL GAP. ACTUAL F;zF-T-1,4F;?J<5 1-4D 114' li 0 FU) 1- /2' %voeTR 04= 1 1/2 :2,, ----------- :230 . ....... .. ....... ..... 13'(4 FU) .. ........ $,15 244 .......... - ------------ --------------------- . .... . ...... 2 E,-15 451 ........... 2 2 ro 4 .......... ........ 2 ...... .... PROVIDE 51-LASH 5,15 5LOOK EACH RWL ID I RWL GAP. ACTUAL F;zF-T-1,4F;?J<5 `mil . ..... .......... ....... ....... ................... . :2,, ----------- :230 . ....... .. ....... ..... ............ 2ar $,15 244 .......... - ------------ --------------------- . .... . ...... 2 E,-15 451 ........... 2 ro 4 .......... ........ ..... ...... ...... ..... .................. 5,15 241 ............ .. _.. { I-10 ............. ............. .... ---- 0 5-15 Iola .... ...... - ... ................ ..... .... . ....... .. .._. i._..,......._....._., .. 340 . ....... ............... ... ...................... ... .... ......... L . ....... ........... . ......... . ... ..... NOTE - I- MINIMUM SIZE OF PIPES UNDER SLAB - 2 INCH 2- SEE SITE PLAN FOR SEPTIC TANK AND DRAINFIELD LOCATION F � I