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I'-b" MIN. <br /> FOR PIPE COMPACTED FILL <br /> TYP. FTG. - - PARALLEL <br /> REINF. TO FTG. <br /> SLEEVE <br /> w o <br /> THROUGH FTG. , <br /> Lu CONCRETE BOTTOM OF 2x Ib" O.G. <br /> Lu FOOTING TYP. FTG. <br /> a I/2" PLYWOOD <br /> (L o BEYOND0 -%'W x PRE55URE TREATED PLATE W/ , <br /> b"tD PIPE MAX. w z x 10" LONG A.B. @ 4'-0" O.G. <br /> NOTES: - 7- 1 (U.O.N.) PROVIDE PL 3" x 3" x.22q" <br /> - PIPE SHALL BE 1/2" CLEAR - - - - - UJ w<WASHER (OR 51MP50N BP) AT ALL <br /> SEE 5865 OWENS DRIVE <br /> OF SLEEVE. q)0 PLAN ANCHOR BOLT5. A.B. TO HAVE l" MIN. PLEASANTON, CA 94586 <br /> - PIPES EMBEDDED IN SLAB - NO EXCAVATION OR EMBEDMENT INTO CONCRETE. 925-251-7200 <br /> ARE TO HAVE FLEXIBLE PARALLEL PIPES <br /> COUPLING5 ® ENTRY/EXIT <br /> POINTS. o BELOW THIS LINE <br /> CURB HEIGHT VARIES <br /> iv d i SEE ARCH'L <br /> - MULTIPLE PIPE5 ARE TO _ <br /> HAVE A MIN. O.G. 5PAGING – v 2 <br /> OF 3x SLEEVE DIAMETER, in I CONCRETE SLAB-ON-GRADE <br /> SLEEVE ALL PIPE5 05 CONT. EN PER PLAN <br /> DEEPEN FTG. c@ PIPE H <br /> NOTE5: PROVIDE ADD'L. ®OTT. <br /> - PIPE SHALL BE 1/2" CLEAR LAYER OF REINF. W/ RPE AT FOOTING <br /> OF SLEEVE. 24" LAP EA. END <br /> - PIPE5 EMBEDDED IN SLAB <br /> F0000000 p ARE TO HAVE FLEXIBLE ELEVEn <br /> 0000000000 POINTINGS ENTRY/EXIT - <br /> � POINTS. <br /> 000000000ol - MULTIPLE PIPE5 ARE TO I'-O" <br /> HAVE A MIN, O.G. 5PAGING — — <br /> OF 3x SLEEVE DIAMETER. o o 11 111=I <br /> SLAB UNDERLAYMENT, <br /> SEE FOUNDATION PLAN <br /> 24" O Q COMPACTED 501L <br /> ILII ZO m <br /> PIPE AT SLAB in <br /> 65 Details 8165 Details 8165 Details b"m N1NE MAX. PIPE AT SLAB _ <br /> #4 @ 48" O.G. 24 <br /> FS <br /> 3 SCALE: 9 SCALE: 5 SCALE: m(y THU5: 24� <br /> D],) 1"=1'-0" FsDl,/ 1"=l'-O" S D 1 1"=1'-0" v w <br /> e <br /> ui <br /> (2) #5 TOP 8 BOTTOM <br /> STANDARD HOOK UJ <br /> w 5EE STD. DETAIL 7 <br /> 1 � L <br /> pNOTE: _ <br /> Lu w 18' SEE DETAIL 1/5DI FOR 7 <br /> Lu CENTERED ON WALL L <br /> � J1 SUBDRAIN DETAIL @ <br /> LAND5GAPE AREA O 2 Q <br /> ee U) wU <br /> Jol °� Z <br /> SEE LAP SEE LAP � ` O <br /> SCHEDULE DOUBLE LAYER REINFORCING `-CHEDULE r <br /> ZQ <br /> 165 Detail, <br /> A5 AN OPTION. U5E REBAR N <br /> TWICE THE LENGTH OF 1 SCALE: ,Amaxx Z O <br /> S D 1 1"=1'-0" <br /> SCHEDULED REQUIREMENTS W O <br /> C) J U) <br /> ALTERNATE BEND <br /> IX VARIES <br /> o SEE ARCH'L <br /> SEE LAP 5EE LAP <br /> 5GHEDULE SCHEDULE O <br /> NOTES: SINGLE LAYER REINFORCING 7 <br /> 1, ALL LAP5 SHALL BE 12" MINIMUM, LAP SCHEDULE 2x Q Ib" O.G. L <br /> NO. GRADE 2500 P51 3000 P51 4000 P51 1/2" PLYWOOD <br /> 2. 5EE PLAN 8 DETAILS FOR 51ZE 8 #3 40 Ib" 15" 13" W/ IOd ® b:b:12 2x PRE55URE TREATED PLATE W/ <br /> NUMBER OF REINFORCING. #4 40 21" Iq.. 1"I" (U.O.N. ON PLAN5) 5/$"(D x 10" LONG A.B. ® 4'-0" O.G. <br /> #5 60 40" 36" 31" (U.O.N) PROVIDE PL 3" x 3" x.22q" <br /> 3. STAGGER LAP SPLICES 50 THAT WASHER (OR SIMPSON BP) AT ALL <br /> DISTANCE BETWEEN ADJACENT #6 60 47" 43" 37" ANCHOR BOLT5. A.B. TO HAVE 7 MIN, p <br /> 165 Details 8165 Details 8165 Details LAP 15 NOT LE55 THAN SCHEDULE. #-1 b0 bq" 631, 54" EMBEDMENT INTO CONCRETE. BLDG DEPT. <br /> 14 SCALE: 10 SCALE: 6 SCALE: <br /> CURB HEIGHT VARIES <br /> SDj 1"=1'-0" SD1 1"=1'-0" SD1 1"=1'-0" 5EE ARCH'L REVISIONS <br /> #5 CONT. <br /> FLATWORK -SEE EN EN CONCRETE SLAB-ON-GRADE OWNER CHANGES 12/17/19 <br /> �tARCH'L PER PLAN <br /> I <br /> LANDSCAPING SOIL O <br /> I <br /> BUILDING -5EE <br /> 0 0 0 0 <br /> PLANS AND OTIHER\ 7/// <br /> DETAILS o 0 0 <br /> ar I III—III—III SLAB UNDERLAYMENT, <br /> Iy i I <br /> Ed III SEE FOUNDATION PLAN <br /> COMPACTED 501L <br /> zW I <br /> – CD <br /> I=1 =1 =1 I7 0 = <br /> 11 III I I =1 1'=0" I=1 III-1 z -1 I I=1 =1 I M M y <br /> _ _ __ #4 p 48" O.G. 24 <br /> THUS: 24F <br /> III-1111 IIII o =1 11= <br /> III1 I I1 I I III I I1 <br /> -CLASS 2 = <br /> PERMEABLE B <br /> - (2) #5 TOP 8 OTTOM <br /> _ROCKS 11-111 -11 11 <br /> -III-III—III-111—III I i ' 18" (BEYOND) <br /> 11 11 11—I I II I EXTEND FOUNDATION NOTE: <br /> 4"(P SOLID PIPE A5 REG'D lo CENTERED ON WALL 5EE DETAIL '7/501 FOR <br /> DOWNSPOUT AND <br /> DETAIL @ <br /> 1'-0.. MIN. AREA DRAIN (WHERE ABND5GAPE AREA <br /> ADPL I E5) <br /> — <br /> 4"(P PERFORATED <br /> PVC PIPE (5DR35) <br /> (PERFORATION DOWN) <br /> SLOPE TO DRAIN AT <br /> MIN, 0.585 <br /> 165 Details 8165 Details 8165 Details 8165 Details 0 Z Q IF F Q D J <br /> 15 SCALE: 11 SCALE: 7 SCALE: TYPICAL PERIMETER SUB—DRAIN DETAIL 2 SCALE: 1 5 0 0 " F" STREET <br /> SD1j 1"=1'-0" SD1 1"=1'-O" <br /> S D 1j 1"=1'-0" SDI) 1"=1'-0" M O D E S T O , C A 9 5 3 5 4 <br /> TEL. (209) 5 7 2-4 4 3 0 <br /> 2x4 KEY CONT. #3 x 3'-0" DOWELS FAX. (2 0 9) 5 7 2-4 4 3 6 <br /> AGGEPTABLE ANCHORS @ 24" O.G. GREASE WWW. M O Z A F FA R 1 . N ET <br /> ONE END OF DOWEL <br /> MANUF. MODEL # CODE REPORT <br /> 51MP50N PDPWL-300MG E5R-2138 y QRpFESS/pN <br /> HILTI X-GP 12 E5R-231q q0�� N1OZ4��I� <br /> 5AW KERF w No. S 3959 <br /> Exp. 3/31/21 P' <br /> I'-O I/2" b" b" I'-O" 2x4 KEY 9T�IrUCTv�O��~� <br /> CALF <br /> (a) CONSTRUCTION JOINT 1 <br /> 2x ® 16" O.G. (INTERIOR 1 1 1/2" DEEP 5AWCUT <br /> NON-BEARING, NON-5HEARWALL OR GOUICK JOINT <br /> TOOL RADIUS <br /> GROUT FILL <br /> JOB NO. 19-8165 <br /> 2x PRE55URE TREATED PLATE W/ <br /> DRAWN EM <br /> POWDER DRIVEN ANCHOR5 @ 32" O.G. <br /> GONG. SLAB-ON-GRADE - (LENGTH = 2 '7/5"(P = .145) AT LEAST <br /> SEE KLAN ONE ANCHOR V4/IN b" OF EACH PLATE CHECK JKE <br /> 5PLICE/END. 5EE CHART FOR <br /> ACCEPTABLE ANGHOR5 W CONTROL JOINT <br /> DATE OCT. 2019 <br /> (1) #4 CONT. <br /> 6" SHEET NAME <br /> Q <br /> 0o O 0 (b) MINIMUM SLAB EDGE W <br /> 00 o <br /> SHEET <br /> �.a <br /> SEE PLAN FOR y <br /> SUBGRADE INFORMATION <br /> t=THICKNESS OF b� S D 1 <br /> 5LAB PER PLAN <br /> SLAB REINFORCING <br /> 8165 Details 8165 Details 8165 Details 8165 Details (d) SLAB DEPRE55ION WHERE OGCUR5 <br /> 16 SCALE: 12 SCALE: 8 SCALE: 4 SCALE: <br /> SD 1j 1"=1'-0" j SD1 1"=1'-0" SD1 1"=1'-0" SD].,/ 1"=1'-0" PRINTED 12/17/2019 <br />