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pe-1504b-47 ~ ~ .W.~,~.~..~. n ~ ONSTRUCTION NOTES UNDERGROUND SERYICE ALERT - ONE-CALL NU~IBER - = • ' • e m e 1 TYPE 2 CONCRETE INLET W/TYPE 2 METAL FRAME AND TYPE 3 GRATE Q Associates, Inc. (STA. 166+88,65 RT,, GRATE EL.=1993.10) 9 4~~ ` OOOO !>'<::!"Plannin ~ (STA. 186+88,65 LT., GRATE EL.=1993.10) !::::<;;`%Engineering (STA. 0+62.66 CUL-DE-SAC, GRATE EL=1992.86) ~nt~ rwa eusiHESS oavs ~~''<:<'~~~prchitecfure eEeoR~ vou ~ic »:>:<yLandscope Archileclure ~2 69 ~.F. OF 18" PVC, 5=0.0051 FT/FT, i.E.(S)=1978.01, I.E.(N)=1977,66 '`>:>::z'Land Surveying GRAPHIC SCA~E '>:::>€;>~o~ w. ~tn a~e~ue, su~re zoa ~3 139 L.F. QF 24" PVG, S~OA050 FT~FT, I,E.(W}~1977.26, I.E.(E)-1976.56 ;;;:;<;:;;,spoko~e, wA ss2oa Q 2~ 4Q $Q Phone: (5D9) 458-6840 , _ _ _ _ , _ , ~190 L.F. OF 24" SMC~OTH WALLED HDPE, S=0.0053 FT/FT, I.E.(S)=1976.56, I.E.(N)a1975.56 - ~ i i~_~ ;,Fax. 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' ~ . , ~ ~ . . ; ' , . . ~ . - . . 1 :.:y ~r ' y, ~ . . .,..,.:^q' "r:'~'•:qr ~ t.. . , . . ~n. _ ' ~`'„"~~;,::>:>::•:.:<;:%;,,:.<::;.>~.;,R.. _ . ~9,~ao ~ _ r ~ ~,2 ~ _ , I , ` .,r, _ ~ . _ , ; . ~ ' ....:;.;;"';>',;s%?i~'~, _ ,.v.f:.::~.,,,,, . ~ . r~ . , . . - . , "~r,~,.,cr~~ , p... t71+ Q _ ~ ~ - _ v.,~ , • , ,>~.,~'°,„„~,,,n T., , , , ~ , ~ , ~ , , , _ .r _ ~ , _ . , f .<s , ; ~ . , , ~ , , , . , . , . ~ _ _ ^~,~.,,,m, ~ ; ~.~q f ~ , , r _ > ~ ~ . . ~ ; _ ~ ~ „y.r',:arr'~~~ ; . ~ -~r~` ; : ~ - n'(r"~ lrl . ~ -~*.a.'~~.~""`-,-- i - . ' . . s . , . ~ , .F.Ff,.~;..r4i~::,:.::.::^"fin'.M~. ~aa+atl_"."" ~ , ; ~ ~ ~ . , .v :r!%:Nv. Y y," , y ~ , r 1v ~'f"':% _ , _ ! ~ ' ~ , , ~ . , . / 'r.:~F~A{k' ; : ~ , , ~ ' ~ . 1 , .l~ . /'i.iAh.+~!!:'l~i~.::~ !~+M'a°~r~_ . . ' ~ ' ; . ~ ~~i i%J~l '~f . / / ~~~YM„ / ~ . ' ' / „ j/h~ i i _ -.s ~ ~ `nn j . i ~ . ~ i „ - '~"I ,l.~r. v.m..,. ~ ~"r~i" '~'in^~: ' . . ~ ~ ~ . . . . . ,,,t.. _ . . i ~ . . _ ~'(a},~. ' ~ Y., 4~' ~ . ~ : ~ -.~,-=Y" •,i~t . ' ° t~.''.:','~"'"'f~~ ~ ~ ~ ~ , . ~ . . , ~ ~ . •..r~ , , , . , ~ ~ , . , . _ . - . _ _ . ~ . . . . . . ~ t ~ . . 1 . . . C~.__... . ~ n , r` , f`, . , ~ ~l, ~C~ _ ~ ~ ~ m_...._. f,, ^ _ _ ^ . . / ~ ~ ~ PONQ BOTTOM _ _ _ ~ . ~ , - D , - _ _ . _ _ _ IMENSI~N TABLE ' - i_. _ POINTS LENGTH ` ; ~ ; A-B 452 ` , _ ~ , B-G 20 ; , _ , f _ C-D 452` _ ' ; D-A 20, POND ~aTTOM LOCATION TA~LE (INDlANA AVE, STATION & 4FFSET) 1 r. + ~ POINT STATION OFFSET A 165+91 45 242.29' l.T. SCALE: 1"=40' _ _ - _ _ _ rv._ B 170+4Q.45 294.77' LT. POND BOTTOM ELEV - 1974.$9 TOP OF BERM = 19~0.00 C 170+42.77 ~74,9Q' LT. POND BOTTdM AREA A 9,041 S.F. REQUIRED 208 VO_UME = 5942 C.F. _ _ _ D 165+93.77 .4 ' T. PERIMETER = 944 LF. PRQVIDEQ 208 VO_UME = 6057 C.F. ~ ~ ~ 3 o Q ~ ~ . ~ F 37' 37' 16t B( 16 BORDER ~ASEMENT ~ 33' 33' , SIDEWALK 16' PLANTING PLA 10' UTf~ITY FASEMENT STRIP 2` 2' 14' i2' 7' 7' 12' 14' 2' 2' S~ ` - I ~l I ~s.~ , \ z.o~ o~ i I ~.o~ 2 ~ , ~ r' .~.nm ~ IYNt / YHt b UuKd & Uui itK NEK STREET PIANS MATCH TQ EXISTING PAVEMENT SECTION. 4" ASPHALT SPOK SPOKANE COUN'IY STANDARD ` GR VEL ACCE:SS OAD CONCRETE PAVEMENT, CLASS E & A COMPACTED DEPTN. PLAN PLAN A°3 NOT TO SCAI.E ASPHALT CONTENT 5~/~% TO 6Y~% (W.S.D.O.T. SPEC.) QVER 9" CRUSHED SURFACING, COMPACTED DEPTH (Vd.S.D.O.T. sPeC.) FOUND 2-1/2" BRASS CAP MARKED "BR4518" BM 1986,16 1972 SPOKANE NOT TO SGALE ( COUNTY" 2' SOUTN, 1' EAST OF FENCE AT SOUTHEAST CORNER OF BRIDGE OF 5 OVER SPOKANE RIVER. EL=1986.16' DEVELOP FA-F PRVAL QATE