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pe-1504b-63SEC. 12 . E. W, h SPOKA UNT Y WA LNG TON , : . _ , . n , . _ ' G`,, _ e F, , , R R _ F~,~ _ G 9 . , _ _ _ ' ~ ,~r , D ° ,h A ESS R~JJ~~A{{~q(~ ~ ~ , ~ CC _ _ _ fftll "@ h, ah.,, hh l SEE DETAIfe. y . F~;tr J~, 'ti..;h,,.'h"`h a., i ..~~?~,f (:gym.. , € ~ ~ fi u 2 208 POND ~ , ~ SEE DETAIL. °f~ ~ ~ h~ ~ , . , ` s "`hh h. ~t slaEwALK ~ „AND DRAINAGE ~ ~s.a.~.f1~:~.a~.~.~ ~ ~t: ~ I~~ ~ TEC~IPORARY ~ ,~ASEf~ENT ~ - c~ " ~ r ; r CUL DE SAC ~ i ~ 3 ~ 5`,> . , ~.3 , r` v. ~ ~ 1 ':,ti . ,.,......o~~..~.,,.~,,..A , P:... ,~,r r::::~ EE DE~tAIL - ~ ~p,~, . , . ~k . -.;x- ,ir<; ~ ~ ~ a y , »::::r:•i: C.. . .:.:..:::::..::::v ':::ii: i%.i:. ii: r: i:Y..:.:'Jr •:r '•r Fi. rr~ ~ •::4 y ..:4: r::: l.: ii ~ r: .lf.' r r• i v:%ei r: / f _r,,~:.~. ~r.~ r . PROPERTY ~ i _M ~ . BOUNDARY - :.f. ~ i ~ & y.{r~. r. ,.r-, C1,0 C1 x,~ r:. ~ ~ '~yJ ~ _ _ _ a fin. . ~ 185+ _ a~4 00~-' 3' ..187 QO 188+00 ~ ;~(i 1 • ~ - ~ r - ~ } NZ4127`29"W L : /v , r ,A _ 4, SCALE, - . _ 5 ~,r. ~ , ; _ ~ x NA EVE: ~ v _ , _ ~ ~ : h,^~.. ;li~:>lrv. r'':ii::i::Y,.ii::l •iil: Sv e:: u.::r leC,:'.I;:•::rr:.....: .r .r : . .j nv......: ....r ...:::r. i rr: i::/ L ..rr'r ~:/~.::r.::..:::1.:...;;:'4.'vi:.;..::•:'!.'•iy.'i'i•~;ii{.f:.i.C;.C : hn , h _ r/r r .~r ~ rr.5%f l.. ~ti •n: *.':r'l v / . ~ 'hh.~^.h,.. ~ \ . ;yv, . - - - - - - -r.- - - ~ . _ _ - _ s a ~ _ f . ~ ,~F ' .f.l 7.r ,j(i... .W : LU , 14 ~ _ . ~~f ,r~ , i ~ ,~~j ~ M'~,4,,.~,.",'., 26..UTILITY,.. StDEWAhK _ . _ ic~ . ~ s~k;`M.,~..~M...._, W AGE ' AND DRAIN _ .,M~~,~~, - . _ - EA~SEMEN T ~ f ~ _ ~ r U ~ to _ ~ «..r. f- r.i~'.~ ' _ a W - i r „~_.1 i ...~v. n. 11 i ~ \ i .t'..'I Ir'~ ~~~r iBS+QO -I- - -i N74'2T~ NIGH FARO 1MRE v... _ _ ! / ~s SON CEN TES AST ~ NOTES 1 SIDEWALK TO BE EXTENDED TO PLAT BOUND,RY WHEN INDIANA 7fi' I AVENUE IS EXTENDED AND CUL-DE-SAC IS ~ZEMOVED. 2 INSTALL METAL BEAM GUARD RAIL WITH "END OF ROADWAY" N SIGN W16-1 PER SPOKANE COUNTY STAND,"<<D PLAN A-10. A CURVE INFORMATION FACE OF CURB ~ ~ ~ s' FOUND 2-1~2" BRASS CAP MARKED PROVIDE 6" THICKENED SIDEWALK THROUGH ~~CCESS AREA SCALE: 1°°=5Q' ~ "BR4518" BM 1986.16 1972 SPOKANE SIGN W16-1 PER P KA CURVE RADIUS LENGTH TANGENT CHORD DELTA S 0 NE COUNTY STANGHr:;) PLAN A-10. C10 30.00' 23.61' .4 ' COUNTY 2 SOUTH, 1' EAST OF FENCE 12.10 22 5 43 56 44 AT SOUTH A T R C11 45.00 69.03 43.37` 62.46 87'53 08 E S CO NER OF BRIDGE OVER SPOKANE RIVER. E1.=1986.16' : ~ o I 4-. . a a 100` VC +0.0127 rm : + ui EXISTING GROUN ~ rn ~ N o ~ ~ o ~ ~ m cv ~ : 2000° o ~ ° kw~ r + ~ ~ ~ r ~ ~ o~~~ : : : : . r . 4® P® al ~ ~ + , ~ as • w~~U ~ 4~ mta~s•Ir LEFT ~ c~ Q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + > . TOP OF dW~w ~ . TOP OF CURB : ' ~ _ _ • - ~ CURB 1990 . : : coNCRETE INLET TYRE 2 ~ 1990 . ....INISFIED~GRADE , ~fA. 1 6+88.6 S w : : TG 1993.10 + 11 ~ ~ • . . IE=1989,29 m °Q . . Law POINT ~.r ~ . ` . TA 186+88.65 ~ ? . . .............................................ELEV=1.993:r7........................................................................... J.,~.......... , +0.0127 } - ~ EXISTING GROUND • -0.0080 ~ 100, VC m Q ~ ~ : . o Q~ ~ ~ II + ~ EXISTING, GROUND o a o ~ m °D o ~ J , 2000 • W ~ °1 t° ¢ o m rn + ~ FINISHED GRADE ~ . ~ , + v-...... o o o 000 • 1990 0 m ~ ~ ~ .~,c>v~ir o.~' a ~I- ~ ~ Obi ~ ~ Q®~~ - . Q ~'`L tea... 1990 ~ ~t 1n:a 1990 ~ 1980 ffNISHEfl° GRADE .........................1.8.. PV..~ ,„„C $ , , , . 1989,.45 + . ~o . ~ro . ~ Low POINT it : : STA 1.86+~i8.65 S ~ : : ~ . ~ ELEV®1994.17 a..r ~ P 1980 ~ , I ~ ~ ~ ° 1 80 1970 ................,.e.....,........................................ o~.........,. • ' +®°0127 Q pr) ' r se r, e0.0080 U ~ 1 0. VC ~ m ~ u"a • : _ S-~-0.0053 II ~ U EXIST1NG GROUND: o . ~ II. ~ ~ • 2000' ~ ~ ~ ~ : : : ................r .t ~ b} ~ 1,,, ~ w' u~i ~ ~ . ~ rn 'd' ~ Qa rn QB RIGHT ~ ~ ~ ~ . ~ ~ f ~ IGHT ~ . TOP OF • POF . CURB: . RB . . • : FINIICNF(5 ~CABRC ' i AA/1 . t MNCRETE~IM ET•TYF' ~,,:M,`..,.,.,. i«ra,u,,,.,.,,,,°. T C Q+O0 C 1993,10 cv 1 +vu +00 00 ko r 2+00 0+00 +00 0+00 . 1+1~0 STREET PLANS IE=1969.x7 II CY) POND "A' PIPE PROFILE'. LE4-', POINT a+8L.5 ..................993,77 z N t 00 00 00 ...........184+00 1 +00 186+00 187+00 188+00 189+00 Cr