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Plans • . •. 1 :4„ • • • 'a • . • . • . . • • • -• cz. cc• ••• 9- \ • • • (f) 0 6 0 ••• **. ctS •"..% •ttk • *. 0- 0 • a (1) North elevation •. "4, - 9_ 1 .3 — 0 in Q. • Last two rail posts set in concrete . I 16.96 16 ° 0 - 4x4 PT posts set in concrete 60.05 210.12 • , 13.25 inch rise over a 210 inch run evected. Aproximately 1:16 slope. Scale: 3/16" = 1" • ict / Existing building comer. r-- 77.97 J L` 36 .07 6912 \ + - n All decking will be 2X4 Cedar on 2X8 23.96 pressure treated main frame with 4X4 support posts on concrete post feet. Rail post location blocking J L • 479.75 7 Ally C 4 4A7 "J •• L` j Existing comer of b� 60.03 r n r � 60'03 210.17 • Scole:1 /8" = 1• • • e:r• • CORNER OF BUILDING . 0 ALL RAIL BUILT FROM 1.25" GAL. PIPE. • Ii ∎MIIli • CROSS HATCH IS VINYL COATED CHAIN LINK. i• �.. ❖. ❖. ❖.•.. . 00•..�i ..❖ i.+.• o.❖. o•. o❖:.❖.•. ei�.❖. ❖. ❖. ❖: ❖:. ❖::. + . ...-..... :: : : ❖ : * * . *:• :1 .❖o 4 •: 4 .• 4 •:• : ❖• :: : :. o . ❖ .o•.so!.00 ❖. ❖. ❖. :9 ;c.•::..... ..•... -- - - j 0.44•..4. +•:0 :4. ..........+.• :• :0:.....+ . Amo ........,............ :4 :4 ,. 430:: : ......• +'....._.. a:•.•.. ❖. ❖.•.. ❖. ❖.•:i 0 ❖.. wo....;.•. O•.00 ❖.• :: . ❖.. ❖.•.o•.o ❖. .•.. ❖ � .•. v:me .❖.❖.❖.•.e ❖.oe•.. ❖ ; ..❖ ❖.•... ❖. ❖. ❖. ❖. ❖.❖ y...•• ••.O•• • ••0.4 ❖ :.•• ❖••••• .❖.❖. o❖.❖ .•..;•o ❖. ❖ + ❖ :1: ❖. ❖. ❖. ❖.o ❖. ❖. ❖•• • • • . IP. ❖. ❖. ❖.•....❖. ❖. ❖. ❖.❖o ❖. ❖.O ❖ •.I.•.o ❖.0 ❖. ... .❖. ..-.•.•.... - • I . • • ___ _ - _ -' - �...�. �D� tit t1.1•4•.. i ❖.•. i� �. +.•�. ❖.❖ - i ❖.04i0•.O•��.•.9 ❖.O �•.O ❖.. ❖. ❖. ❖ : I••.O ❖. +. ❖.•. i i ❖. ❖.•. i•A ❖.I �O•. ❖. ❖.• :10 ❖.•N ❖. i �•.O•. 100• II 1 • I . 0_00_0. _ U I i _ _ _ _ i ._. _ _:❖ �' == ',_.... !•M •: i : i ❖: ❖: ❖0 i : ❖04∎ ❖: ❖: ❖:❖,. is ❖ i i i : ❖: ❖:• + O ❖ :•:.:. 0• . i ❖.. ..4 i ❖.•.O•. i•.!✓o �.❖.•. +. ❖ „ :,0 4 . _ 0 ��i _: _ _ _' • ''.1 ...!..X! .g l:�:�:. ❖: ❖ :!I • ❖: ❖ :1: +::❖ * *: ❖ i' • i O: i :1:40 •:! :: ❖ :•H ❖WV14.4:❖:� 34 42.1 di _ -- _ .. • ••� !h..!. :` . . • .e. 'i +• O ❖❖ i • :O •+ . .❖❖ . ❖ 40.2 =MA I dl li I •-' - . -- ! . !i _. � !'i:I:1:::1:::::4:::.:::::::::::::::::::::::::::.:::::.:::' � ' /- di iii —! _— ii 1 11 2 x8 Pressure treated framin A A ft 96 96 96 96 96 55.5 60.1 Hand rail on both side of ramp at 34 inches off deck. • Existing grade is concrete and black top Building side mounted directly onto bride This drawing indices an aproximately 28 inch - m 40 toot run. 1:19 slope. N Scale: 3/16” = 1" •