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HomeMy WebLinkAboutR-374122W zz U w 0 o_ 3 s 0 U h 0 U U Z m m h M 1 g x m c U E ma 1 N FINISH FLOOR SLAB (SEE STRUCTURAL) OVERLAP NON -WOVEN GEOTEXTILE FILTER FABRIC 12" MIN. FLOOR ASSEMBLY PER ARCHITECTURAL PLANS INCREASE DEPTH AS �_ —11 6" CAPILLARY BREAK PER NEEDED TO ACCOMMODATE 4 MINo SLOPE OF PIPE GRAVEL BACKFLL FOR DRAINS 6" UNDERSLAB DRAINAGE SECTION WITH FILTER FABRIC NTS - GEOTECH REPORT RECOMMENDATIONS SOIL PREPARATION PER GEOTECH REPORT RECOMMENDATIONS 4" PERFORATED SDR -35 6" PVC DRAIN PIPE WITH 1/2" DIAMETER PERFORATIONS SPACED 120' APART AT 12" O.C. (PERFORATIONS DOWN) CEMENT CONC. COLLAR FLOOR ASSEMBLY PER ARCHITECTURAL PLANS 4" 45' BEND PLUG WHERE APPLICABLE a 1/4 5EGIIUN NW SZ FUWN5HIP Z5 RANGE U5 6" A SMITH 4220 CLEAN OUT W /GALVANIZED CAST IRON COVER, OR APPROVED EQUIVALENT d I FLOOR SLAB (SEE STRUCTURAL) FIBER JOINT PACKING oo°OO o° 000=vo ° 00 o� �1� UNDERSLAB DRAINAGE CLEANOUT DETAIL NTS 4" PERFORATED PVC DRAIN PIPE ° BELOW GRADE WATER PROOFING AND DRAINAGE MAT W/ FILTER ° FABRIC PER ARCHITECTURAL PLANS. GRAVEL BACKFILL o a FOR WALLS ° OVERLAP NON -WOVEN GEOTEXTILE FILTER ° a GRAVEL BACKFILL R DESIGN DEV. 11/08113 m FABRIC 12 MIN, BID SET FOR DRAINS W bM� I 1 4 0 w Z J 07/16/14 U j � pN J t� o I .c3N FOUNDATION PER °M•1D 0 00 a. 1� Z Lu ° FIBER JOINT PACKING oo°OO o° 000=vo ° 00 o� �1� UNDERSLAB DRAINAGE CLEANOUT DETAIL NTS 4" PERFORATED PVC DRAIN PIPE ° BELOW GRADE WATER PROOFING AND DRAINAGE MAT W/ FILTER ° FABRIC PER ARCHITECTURAL PLANS. GRAVEL BACKFILL o a FOR WALLS ° OVERLAP NON -WOVEN GEOTEXTILE FILTER ° a GRAVEL BACKFILL R DESIGN DEV. 11/08113 m FABRIC 12 MIN, BID SET FOR DRAINS W bM� I 1 4 0 w Z J 07/16/14 U j � pN J t� o I .c3N FOUNDATION PER °M•1D 0 00 a. STRUCTURAL :PLANS Z Lu ° o a 4" PERFORATED PVC DRAIN PIPE VARIES ° 120 aw (%. c W/ 1/2 "0 PERFORATIONS, AT SEE PLANS DATE APPR Amlot u AGC a 12" O.C.,zFACING DOWNWARD Z _FFFTT 44 z Q 13— U a 77' 6" MIN. (� = Q 18" \ H 1 L0 KEEP FOUNDATION DRAIN OUT OF Q Z FOOTING'S ZONE OF INFLUENCE PERIMETER FOOTING DRAIN SECTION NTS R- 314122 CITY OF RENTON Approved by: Date: 924-Ew Approved by: Dare: ("/ Approved by: Approved by: co R DESIGN DEV. 11/08113 m O BID SET 05/15114 W bM� I Al ADDENDUM #1 0 w Z J 07/16/14 U j � pN J t� o I .c3N °M•1D 0 00 co ZE DESIGN DEV. 11/08113 COORDINATION O BID SET 05/15114 Z C9 Al ADDENDUM #1 06112114 w Z J 07/16/14 PERMIT REVISION 1 cn J J °M•1D Q Z Lu F— o �~ a w aw (%. NO. REVISION BY DATE APPR Amlot u AGC 22 a: 61 �^ yL 7 . I ' 4 � 'I , , 17 Z _FFFTT cn z Q 13— U a (� = Q O H L0 Q Q Z > o m to j ti DRAWING ISSUE REV DESIGN DEV. 11/08113 COORDINATION 01/15114 BID SET 05/15114 LAND USE REVISION 06105114 Al ADDENDUM #1 06112114 A2 ADDENDUM #4 07/02114 UTILITY SET 07/16/14 PERMIT REVISION 1 08/19114 MYLAR No REV DATE 1 PERMDFE010N 05.01.16 s era TRIAD SCALE: AS NOTED 3 PERAIRgEVI m O1AU d PEAMR REW MIMW MAN "GC UCP 1.114001164 DRAFTER: TAD 811 " 2Call business days before you dig s era TRIAD SCALE: AS NOTED tm271m, DATUM PLOT DATE: 08119/14 VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS SUBSURFACE DRAINAGE DETAILS PRINCIPAL MAV PROJ. MGR: AGC UCP 1.114001164 DRAFTER: TAD s era TRIAD AS NOTED tm271m, DATUM CnY OF RENTON Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS SUBSURFACE DRAINAGE DETAILS 8-19-2014 "GC °M•1D „ TAD SZ �FIE M01____� T (%. NO. REVISION BY DATE APPR Amlot u AGC 22 a: 61 �^ yL 7 . I ' 4 � 'I , , 17 _FFFTT