Laserfiche WebLink
ri <br />C <br />869.; <br />[s7 <br />1 2 <br />FISH LAKE <br />14772DD <br />SITE PLAN <br />GRADING DESIGN BY OWNER <br />PROJECT NORTH <br />1/32"= 1'-0" (n <br />2 <br />3 <br />STONE <br />RETAINING <br />Y/ALL , <br />3 <br />4 <br />m <br />5 <br />64' <br />6 <br />r— ----- ------ — ----=� I <br />I I o <br />--� I <br />I 3 B" NOTCH FOR SLAB-- <br />I I I <br />I I I I <br />I I I I <br />I <br />D FIBER REINFORCED <br />CONO.SLAB OVER 6 MIL <br />VISQUEEN OVER 4" WELL— <br />ELL T:WPLL 100'- 0' <br />----- ----- -- -- I COMPACTED GRANULAR BASE <br />SLOPE SLAB TO DOORS <br />r---- — -- L <br />I <br />I - <br />I _ <br />REVIEW STOOP SIZE W/ OWNER I <br />J I TOP OF SLAB EL 882.5 §A3 <br />GRADE EL 880.5 LPSLAB EL 101'1/a" _ <br />16"X 8" THICKENED SLAB I I <br />_ <br />8, _O W/ 2-#5 BARS CONTIN. I I s <br />T— <br />a r 1 L---- �r-- —J I <br />I F—; -- -- — ---Z <br />------------ <br />I I-- L----------------I-----------T <br />J I <br />I L — — J 4-"D"X 4'-0"X 1 "-0" CONC. 3'-'O"X 3'-0" X 1'-O" CONC. g'I 2'-0" <br />t F G. YJ/ 3- 5 OARS EA. WAY F G. Y!/ 2- /jj5 BARS EA WAY E <br />3" ABOVE 80 OF FOOTING 3" AE BOYf. OF FOOTING I <br />3" DIA. SCH. 40 STL PIPE COL. <br />I I i.WALL 100'- 0" <br />14'-3y4* 24'-9Y2' <br />I <br />I T:NAL1 100'- 0' I I <br />_ 4" FIBER REINFORCED / I I STONE RETAINING WALL <br />CONC.SLAB OVER 6 MIL <br />e VISQUEEN OVER 4" WELL o <br />m COMPACTED GRANULAR BASE <br />' I 3 SLAB EL 90'- 4 3/4' s <br />/-5 1/2" NOTCH FOR SLAB <br />F- <br />5 1/2' NOTCH FOR SLAB <br />Q I •I d" NOTCH FOR SLAB <br />A2 5'-7" 9'-2 I — — <br />—a 8' DW. CONC. PIER <br />1-J5 BPR n <br />— — 25 -4" 1 3"" � <br />— — — — — — — -------------- / <br />- 10" - CBAR PIER <br />�W/ Z-'�5 BARS <br />PROJECT NORTH <br />FOUNDATION PLAN 1/4"= 1"-0" T <br />VERIFY Y// FRAMING <br />STOOP <br />z <br />2 u <br />r v <br />w <br />U z <br />- <br />7 <br />O o <br />� z <br />- <br />a <br />z <br />O ? <br />� a <br />N <br />= z <br />CONIN1. NO. 2023-9 <br />ISSUED FOR <br />FOR RE VIEW 5-11-2023 <br />FA <br />