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r-� <br />LO <br />6 <br />CN <br />0 <br />CN <br />cv <br />Q-) <br />Iii- <br />(4) #6 BARS w/ STD HOOK <br />WELDED TO HELICAL PILE <br />#4 @ 12" 0'- <br />Ir 4 —1 k 4 <br />2 <br />df, <br />(2) #9 COINT <br />HELICAL PILE <br />BY OTHERS <br />NOTES: <br />1. REFER TO 10/S3.02 FOR CALLOUTS IN COMMON. <br />n H lac a �IA �nc h �or a �tP �eri m �et e �rW �al I <br />Scale: 3/4" = 1'-0" <br />SLAB PER PLAN CONC WALL & REINF <br />HOOK VERT REINF <br />AT SOIL FACE INTO <br />SLAB REINF PER PLAN SLAB AS SHOWN <br />PROVIDE 6" TALL FOAM PIPE <br />'T INSULATION TIED TO VERTICAL <br />DOWEL AT TOP OF SLAB, TYP AT <br />(1) #11 CONT EXTERIOR VAULT WALLS <br />Scale: 3/4" = 1s-0" <br />CONC WALL & REINIF <br />DOWELS TO MATCH <br />WALL VERT REINF <br />Scale: 1 1/2" = 1'-0" <br />3" CLR, <br />TYP <br />OPTIONAL <br />CONSTRUCTION JOINT <br />WATERSTOP, TYP <br />AT CONST JOINT <br />fl� PER PLAN <br />Alternate at Contractor's Dpj:mon <br />Im <br />#5 @ 6" OC AT TOP <br />w/ STD HOOK INTO L3x3x1/4 CONT w/ <br />SLAB BELOW 3/4" x 4" WHS @ 12" OC <br />Ld /-- SLAB #5 @ 12" OC <br />21 HORIZ EA FACE <br />7— <br />#5 @ 12" OC <br />AT BOT <br />j7,7= <br />Ld <br />NOTES: <br />1. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR WATERPROOFING, WHERE IT OCCURS. <br />3" CLR, <br />TYP <br />I L <br />DOWELS TO MATCH <br />WALL VERT REINF <br />CONT 1 1/2" x 7 1/4" SHEAR KEY <br />WATERSTOP, TYP AT <br />3 <br />CONST JOINT <br />SLAB PER PLAN <br />EXTEND 6, -0" <br />U pit <br />Scale: 3/4" = V-01' <br />3" CLR <br />TYP <br />qC WALL <br />5 TO MATCH <br />ERT REINF <br />• <br />NOTES: <br />1. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR WATERPROOFING, WHERE IT OCCURS. <br />\_L�nterior WaH at Slab <br />Scale: 3/4" = 1,-0" <br />#5 @ 12" OC <br />VERT EA FACE <br />CONST JOINT <br />CONC WALL & REINF <br />PER PLAN <br />fV —j <br />U <br />\JD REINF PER PLAN <br />NOTES: <br />1. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR WATERPROOFING, WHERE IT OCCURS. <br />2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PAVING. <br />Scale- 3/4" = 1'-0" <br />REMOVABLE 101, CURB WALL PER PLAN <br />PANEL BY OTHERS <br />-T =11TT <br />L3x3x1/4 CONT wl <br />3/4" )(4" WHS @ 12" OC <br />#4 HOOPS @ 8" OC <br />HORIZ EA FACE <br />CONST JOINT <br />#4 @ 8" VERT <br />AROUND PERIMETER <br />w/ STD HOOK AT BOT <br />Scale: 3/4" = 1 -0" <br />11REINF EH- PER QA <br />OL-/-�u J-11r'% Im <br />ROTH SH EPPARD ARC in, iTECT S <br />1 1000 STREET, SUITE -, 00 COLORADO 80202 <br />�-.303,53,-"L70017 �.3n3.634722 <br />CONSULTANT: <br />1201 First Avenue South, Suite 3 10 <br />Seattle, Washington 98134 <br />206-402-5156 www.lundopsahl.com <br />z <br />0 <br />z <br />LIJ <br />Uj <br />CY) <br />(D <br />> <br />00 <br />0 D <br />0 <br />LLJ <br />< <br />o <br />(1)0 <br />> <br />CN <br />N <br />> <br />LIJ <br />ISSUANCE- <br />DATE, <br />PERMIT SET <br />05/26/2021 <br />DRAWING TITLE - <br />STRUCTURAL DETENTION <br />VAULT DETAILS <br />SHEET NUMBER: <br />S3,802 <br />