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pe-1504b-64 -y-- _ - ONSTRUCTION NOTES UNDERGROUND SERVICE ALERT ~ • •p • •p 1 ONE-CALL NUMBER T~'1'E 2 CONCRETE INLET W/TYPE 2 METAL FRAME AND TYPE 3 GRATE ~ Associates, Inc, f..~,~ (SSA. 186+88.65 RT., GRATE EL.=1993.10} 456 W 400 .,,,Planning, f/~Angineenng (S I A. 186+88.65 LT., GRATE EL.=1993.10) ,A» CALL TWO BUSINESS DAYS ~;~{lrchitecture (~~.A. 0+2.86 CUE-~E-SAC~ GRATE El..■~982,86~ BEFORE YOU DIG ''~Y aniiSCOpe ArCh118CfUrB 6.- gland Surveying r ...t:.:; ''f707 W. 7th Avenue, Suife 200 `:~~t<u; GRAPHIC SCALE "''s%~?Spokane, WA 99204 3 1:~f; L,F. QF 18" PVC, S=0,0051 FT~FT, LE.(S)=197$.01, I,E.(N)=1977.66 <-< ; 40 0 20 40 80 >'%%~Phone: (sos) 45a-sago q _ _ _ _ _ , _ ....w _ " . :>ss':.,Fax: (509) 458-6844 4 19~J L.F. OF 24 PVC, 5=0.0050 FTjFT, LE.(W)~1977.26, LE.(E}=1976.56 ~ ~ r ' s ~ ~ ~ ~ ~Ila L.F. OF 24" SMOOTH WALLED HDPE, S=0.0053 FT/FT, LE.(S)=1976.56, LE.(N}=1975.56 1 I , 1 , ~ ~ , ~ ~ _ 4. SAP OUTFACE: 1' THICKNESS, 4" MINIMUM STONE SIZE. SEE DETAIL THIS SHEET FOR DIMENSIONS. i ~J . ~ r; ',l t f ,i , wu 1111 f'!"i"1' _ ~ r p ~ ~ , . t , , / f ~ tf 1 l I r ~ % ~ f f t ~ ` 1 f ~ l~ t f ~ I I ' E ~ ~ i ~ n ~ ~ ~ 'S rl r~. ~ a , i - SEE DETAIIr. _ _ ~ C,. , . _ _ , , F Y~~ : i ` .!k ~ f ~ J 1 / ?3'f r f7I7~s P.~ , P ~~~.g~°p ~-F Tr^ g~..,....~r y , ~•~r~' °ry .t / `.,r%'~ l <'I~'.t~,~ ~~.,~,xi t ~~r`,yl,Jtyll~ 1~f~fl~~~~d/- ~j~ / t" ~rf~a'~~~ ,y ~ r r ~ I i' f .l ~ ,f.... If. ,t ~.:F. . r 1.../' : r`yJf ~ ytyj tf;.~y ~ j j J . / ~ ~ ~,r f r / y er S r / 1 r ~,~•r / % t ! f f ~ ~ir / 1 t. ~ ~Y~ .F s ~ 1 ~ 1r... l..aon..,...,..~,Y~~.r ,~.G.....d ,d. .~..s1. ~:X~1l. i~~E.G1.~r ,d.L 1. L.. L.1 ,t.,.~.s .ar.d~ r. ~ ~.a~..~o: i;. ~ ~ f, 1 "w . . , ~ w,,,. . a~t4 u , : . _ 'I .J~.. . ' J r ~ . : ..n M. ....mod.... l r . ! : r. ~V p :i ' 4 GRAVEL RQ,AD , - SEE DETAIL r, , , , 1 ~ ~ l _ aa' AccES~.Eas~r~NT ~ , ; , r{=.. ;41(x.,. - 4- - , . . . ~ ; / d~ ~ / r / ~ /r f, ~ , + 11 1. ; , , . _ ~ ~ , ,E 12 ~ . ' ''ll . ' . fiv: ir'i• r ~~&s~~y , ~ I ~ ~ i ~ 1 1 11 n ' j -y. _ . - a__ , k_ , , _ . , _ 1 ; . 1 3 _ -~-w..~,. 1 65 / ~~~,v +OQ w... , ~l . ; ~j"~~ . , ' t~ q G ~ , .t - i : a f l~ ~ u,., _ _ ~ _.w.: M. h nx».,o.... T .r~ m Y"^-.per. ~ _ . 2 '~~t s.,.,,,,, f 166+d0 a , 1 1 ~ a y ? , , f 169+[7j} i i'~ t. i , '~bu F F.:. , 't r,. 3 . ` .,m, ~.7.. Y. ~ i - bt . S a _ r. , f I 1 _ u. - °t k ~ .r _ 4- > . - ~ r;, rn-. - . , ~ . ' writ - , .r - , r~-„~,m,,,,. m,....,~ _ , k. _ - , _ : 4 , t .t .u - y~ ,'t ~~~~~i ~ _ , _,_T.m..._._ r~ ~ r / .r t r, POND BOTTOM : ~ , _ _ . } . E l.) DIMENSION TABLE 4, ~ . . . ..f, POINTS LENGTH = ' " ` ` r3 I ' ~ _ . . , f ! . t. , r° F 1 f B-C a.._._____ ~ i ~ ; . ' . r , , C-D 451 t , D-A ZD~ } POND BOTTOM LOCATION TABS (INDIANA AVE. STATION & OFFSET} st 1 POINT STATION OFFSET s' A 16591 45 242;,9' ~T. SCALE: 1"=40' ~ B~ ~ ~~~~~~170+0.45 294.77' LT. POND BOTTOM ELEV = 1974.89 TON' OF BERM = 19E0.00 C 17Q-X42.77 _~74 90'_ LT. POND BOTTOM AREA ~ 9,041 S.F. REt~UIRED '208' VO~U~SE ~ 5942 C.F. .D.. ~ ~ ~~165+93,77 4 ' T. PERIMETER = 944 l..F. PROVIDED '208' VOEU1<4E = 6057 C.F. M ~ 3 ® d ~ ~ ~ 7` 7' 16 BORDER EAS~~7ENT ~ 3 16 BORC 6 33' 33' 7 SIDEWALK 1 Q - 10' P~ANTINu PLANTII 10' l1TILITY EASEMENT STRIP 2` 2' 14' 12' 7° 7' 12' 14' 2' 2' STRIF M ~ s. E ~•1 1 G P T i TYPE 'B MATCH TO EXISTING PAVEMENT SECTION. 4" ASPHALT SPOKANE CONCRETE PAVEMENT, CLASS E & A COMPACTED DEPTH. PLAN A- ASPHALT CONTENT 53/4% TO 6Y4% (W.S.D.O.T. SPEC.) OVER 9" CRUSHED SURFACING, COMPACTED DEPTH (W.S.D.O.T. DATUM SPEC.) COUNTY li0- FOUND 2-1/2" BRASS CAP MARKED TYPICAL CROSS SECTION "BR4518" BM 198616 1972 SPOKANE COUNTY" 2' SOUTH 1' EAST OF FENCE NOT TO SCALE AT SOUTHEAST CORNER OF BRIDGE OVER SPOKANE RIVER. EL=1986.16' +a