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6X6 SLOPED EDGER. TIP. <br />(MULCH FLUSH WITH TOP <br />OF EDGER. TIP.) <br />I I <br />4' LONG, IAN.. 6X6 I k' 6X6 BALING <br />TREAD FRAME. TYP. 1 I POST. TIP. <br />4' LONG. 8X6 1 �^ <br />RISER, TIP. I 1 �� <br />1 -6' *. TYP A, <br />27G. 1YP. 'I � <br />II -II <br />L _P T 1 : l <br />7 1� —I ITFIEAD FRNE.1 =_ <br />--TIP. — <br />rl I i- Iii —III - <br />1 17 —1 � I -1 1 1 -1 � 1= <br />-11 1 <br />IIIL_ <br />NOTE <br />TREAD DF3 TH DBE)LSIOIED Ts <br />APPROXIMATE, COORDPV0E EXACT <br />DEPTH TO PROVDE 3 FULL PAVER <br />WDTHS N A RINNIlC BOND PATTERN. <br />SEE PLAN DETAL <br />TYPICAL STAIRCASE SECTION <br />3/4• -1, -0" <br />III -III <br />Ill_ III I1EN <br />III =1 I I =i i t =1 11 =1 I H �_ <br />_ _ _ 111 - 111 - 111 -111-1 11 -1 1 I-1 <br />I -i I I- III - III - III -! I I -I i t -t i 1 =1 I I -I i I; <br />TYPICAL STAIRCASE ELEVATION <br />3/4' -1' -0' <br />Tn <br />1' -0• <br />2'-6' <br />�y <br />TYPICAL STAIRCASE RAILING ELEVATION <br />3/4' -1'-0' <br />ANCHOR 2X10 RAL <br />TO 6X6 POSTS W. <br />SCREWS• TIP. --� <br />_ n <br />6X6" TREAD <br />FRAME. TYP. <br />6'X6' R SER TIP. �, <br />8�B" SLOPED EDGER <br />TIP. <br />1' -r- CONC. PAVER TIP. <br />NOTE <br />2X10 HNERM. <br />TREAD DEPTH DIMENSIONED IS APPROXIMATE, <br />COOROMNTE EXALT DEPTH TO PROAOE 3 <br />FU.L PAVER WDTHS IN A RUNNING BOND <br />PATTERN. WITH SAND JOINTS. <br />TYPICAL STAIRCASE PLAN <br />io <br />n � <br />NOTE <br />1. JOIN N H NDRNL TO <br />AUGN W/ CFMER OF <br />POST. TYP. <br />2. ROUT & SAND 9100TH <br />HNCRAL GTE AS <br />SHOWN. <br />3/4 " -1' -0' <br />/- 6X6 RAUNG <br />POST, TYP. <br />4 <br />SPIKE POST TO <br />TOP NM BOTTOMI <br />TIMBERS OF 6X6 <br />TREAD FRAME <br />IELBERS. <br />TYPICAL STAIR RAILING SECTION <br />3/4'- 1' -0" <br />DESIGNED <br />RLG <br />DRAWN <br />DMM <br />.a�•PTI•, • 'i.N• <br />CHECKED <br />G <br />I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY UCEN`at LAND E ARCHITECT UNDER THE <br />LAWS OF THE TE • IN• •T <br />SIGNATU' _ _ter <br />PRINTED NAM RI•. ' • 1 -A I UC. NO.: <br />ATE:JJME 1NE�S'E 5� <br />3/8" THICK STEEL PLATE <br />X 8'WDE <br />MELD ANf LE 10 <br />PPE NSERT <br />2.875' 0.D. HDJCAL SHIFT <br />W/ 0.262' WALL THICIOLESSS <br />(VERIFY). FILL W/ GROUT. <br />3 5/6" <br />s/6' <br />1/2" CARRIAGE BOLT <br />ASSEMBLY. IYP. <br />(4) ZX12'S BEAM <br />2.25' 0.D. PPE INSERT W/ <br />0.375 Mutt 1Nc1GESS <br />(VERIFY) FASTEN 10 %AFT <br />W/ EPDXY <br />BEAM SEAT BRACKET DETAIL <br />3 "�1' -0' <br />MODULAR CONCRETE LANDSCAPE EDGER DETAIL <br />3/4 1' -0" <br />TSDA <br />UMO6MEDK•NtC96TECT$•PLA►IERS <br />ATL 10114 OAMLL. A1M01 <br />AID A�00AW1 I1fl�Oq� <br />OMR PAL 1M00?A <br />BIRCH PARK TRAIL <br />CITY OP LINO LAKES <br />LINO LANCES, MINNESOTA <br />X <br />( <br />1'� <br />r <br />1 <br />SCREW HOLE. TIP.` <br />SCREW HOLES. TIP. <br />6' <br />X 3• <br />0,114E <br />COMECTDIL <br />TIP. <br />3/8' THICK CHAN ELS <br />TIP. <br />3/8' TF11CK CHANIE3.5 <br />JOIST SADDLE DETAIL <br />3 " -1' -0" <br />DERAILS <br />M. NO. <br />12474 -01 <br />DRAWANG N0. <br />L� <br />• <br />q <br />• <br />• l 1 <br />• <br />1' -'t�. <br />\ <br />•`IIN'� <br />• <br />• <br />L <br />—_ <br />— <br />— <br />— <br />.._ <br />_ <br />-- <br />— <br />— <br />.-J, <br />TIP. <br />` <br />— <br />—_ <br />— <br />— <br />1.� <br />_— <br />I— <br />— <br />` <br />— <br />_. <br />i— <br />— <br />— <br />- <br />_ <br />• <br />• <br />• <br />NOTE <br />2X10 HNERM. <br />TREAD DEPTH DIMENSIONED IS APPROXIMATE, <br />COOROMNTE EXALT DEPTH TO PROAOE 3 <br />FU.L PAVER WDTHS IN A RUNNING BOND <br />PATTERN. WITH SAND JOINTS. <br />TYPICAL STAIRCASE PLAN <br />io <br />n � <br />NOTE <br />1. JOIN N H NDRNL TO <br />AUGN W/ CFMER OF <br />POST. TYP. <br />2. ROUT & SAND 9100TH <br />HNCRAL GTE AS <br />SHOWN. <br />3/4 " -1' -0' <br />/- 6X6 RAUNG <br />POST, TYP. <br />4 <br />SPIKE POST TO <br />TOP NM BOTTOMI <br />TIMBERS OF 6X6 <br />TREAD FRAME <br />IELBERS. <br />TYPICAL STAIR RAILING SECTION <br />3/4'- 1' -0" <br />DESIGNED <br />RLG <br />DRAWN <br />DMM <br />.a�•PTI•, • 'i.N• <br />CHECKED <br />G <br />I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY UCEN`at LAND E ARCHITECT UNDER THE <br />LAWS OF THE TE • IN• •T <br />SIGNATU' _ _ter <br />PRINTED NAM RI•. ' • 1 -A I UC. NO.: <br />ATE:JJME 1NE�S'E 5� <br />3/8" THICK STEEL PLATE <br />X 8'WDE <br />MELD ANf LE 10 <br />PPE NSERT <br />2.875' 0.D. HDJCAL SHIFT <br />W/ 0.262' WALL THICIOLESSS <br />(VERIFY). FILL W/ GROUT. <br />3 5/6" <br />s/6' <br />1/2" CARRIAGE BOLT <br />ASSEMBLY. IYP. <br />(4) ZX12'S BEAM <br />2.25' 0.D. PPE INSERT W/ <br />0.375 Mutt 1Nc1GESS <br />(VERIFY) FASTEN 10 %AFT <br />W/ EPDXY <br />BEAM SEAT BRACKET DETAIL <br />3 "�1' -0' <br />MODULAR CONCRETE LANDSCAPE EDGER DETAIL <br />3/4 1' -0" <br />TSDA <br />UMO6MEDK•NtC96TECT$•PLA►IERS <br />ATL 10114 OAMLL. A1M01 <br />AID A�00AW1 I1fl�Oq� <br />OMR PAL 1M00?A <br />BIRCH PARK TRAIL <br />CITY OP LINO LAKES <br />LINO LANCES, MINNESOTA <br />X <br />( <br />1'� <br />r <br />1 <br />SCREW HOLE. TIP.` <br />SCREW HOLES. TIP. <br />6' <br />X 3• <br />0,114E <br />COMECTDIL <br />TIP. <br />3/8' THICK CHAN ELS <br />TIP. <br />3/8' TF11CK CHANIE3.5 <br />JOIST SADDLE DETAIL <br />3 " -1' -0" <br />DERAILS <br />M. NO. <br />12474 -01 <br />DRAWANG N0. <br />L� <br />